Loading...
HomeMy WebLinkAbout650 W Duarte Rd - 2026 - Tmobile Cell SiteTITLE SHEET SECTOR ADD Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE T-1 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER ED P R O FESSIONAL E N G IN EER S T A TEOF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D GENERAL LOCATION MAPCONSULTING TEAMPROJECT SUMMARY SITE ADDRESS: PRINT NAME SIGNATURE DATE PROPERTY OWNER CONTACT: VICINITY MAP DRAWING INDEX APPROVAL LATITUDE / LONGITUDE UTILITY PURVEYOR LEGAL DESCRIPTION PROJECT DESCRIPTION BUILDING SUMMARY PROJECT AREA ACCESSIBILITY REQUIREMENTS APPLICANT: 650 W. DUARTE ROAD ARCADIA, CA 91007 RFDS DATE: 12/18/2025, VERSION 8 T-1 T-2 T-3 T-4 PROJECT AREA 5784-003-027 SITE NUMBER: IE04609A SITE NAME: LA609 PROFESSIONAL SQUARE JURISDICTION: CITY OF ARCADIA A-1 A-2 A-3 D-1 A-4 D-2 A-5 D-3 G-1 G-2 COUNTY: LOS ANGELES CITY: ARCADIA ARCHITECTURAL/ENGINEERING: STRUCTURAL ENGINEERING: SAC/ZONING/PERMITTING: A-7 A-8 A-6 SITE TYPE: BUILDING A-9 T-5 T-6 CODE COMPLIANCE · · · · · · · · · · · · date signed: 02/06/2026 CONDITIONALLY APPROVED PLANNING SERVICES CITY OF ARCADIA GY 03/12/26 ZCLR 26-01 GENERAL NOTES Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE T-2 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER ED P R O FESSIONAL E N G I N EER S T A TEOF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D 1WATER-PROOFING, PENETRATION AND GENERAL NOTES date signed: 02/06/2026 ABBREVIATIONS, SPECIFICATIONS & SYMBOLS Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE T-3 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER ED P R O FESSIONAL E N G I N EER S T A TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D PAINTING SCOPE PAINTING SPECIFICATIONS ABBREVIATIONS AND SYMBOLS PIM HYGIENE NOTES 1 23 date signed: 02/06/2026 GENERAL STRUCTURAL NOTES Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE T-4 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER ED P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D ® ” ”” ® date signed: 02/06/2026 SITE PLAN Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-1 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TEOF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D 1SITE PLAN N W D U A R T E R D . CL CL SECTOR D 270° AZIMUTH SECTOR A 0° AZIMUTH SECTOR B 90° AZIMUTH SECTOR C 180° AZIMUTH date signed: 02/06/2026 EXISTING AND NEW ROOFTOP PLANS Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-2 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TEOF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D 2EXISTING ROOFTOP PLAN N SECTOR A 60° AZIMUTH SECTOR B 180° AZIMUTH SECTOR D 270° AZIMUTH SECTOR C 300° AZIMUTH SECTOR A 0° AZIMUTH SECTOR B 90° AZIMUTH SECTOR C 180° AZIMUTH 1 N NEW ROOFTOP PLAN date signed: 02/06/2026 EQUIPMENT LAYOUT PLANS Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-3 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D (E) EQUIPMENT LAYOUT PLAN AT ROOF LEVEL (N) EQUIPMENT LAYOUT PLAN AT ROOF LEVEL 2 N 1 N date signed: 02/06/2026 EXISTING ANTENNA LAYOUT PLAN AND ANTENNA SCHEDULES Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-4 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D (E) ANTENNA LAYOUT PLAN 2 (E) RF ANTENNA SCHEDULE 1 N SECTOR A 60° AZIMUTH SECTOR B 180° AZIMUTH SECTOR C 300° AZIMUTH date signed: 02/06/2026 NEW ANTENNA LAYOUT PLAN AND ANTENNA SCHEDULES Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-5 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D (N) ANTENNA LAYOUT PLAN 2 (N) RF ANTENNA SCHEDULE 1 N SECTOR D 270° AZIMUTH SECTOR A 0° AZIMUTH SECTOR B 90° AZIMUTH SECTOR C 180° AZIMUTH date signed: 02/06/2026 Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-6 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D NORTH ELEVATIONS 2(N) NORTH ELEVATION (E) NORTH ELEVATION 1 date signed: 02/06/2026 Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-7 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D WEST ELEVATIONS 2(N) WEST ELEVATION (E) WEST ELEVATION 1 date signed: 02/06/2026 Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-8 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D EAST ELEVATIONS 2(N) EAST ELEVATION (E) EAST ELEVATION 1 date signed: 02/06/2026 Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE A-9 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D SOUTH ELEVATIONS 2(N) SOUTH ELEVATION (E) SOUTH ELEVATION 1 date signed: 02/06/2026 GPS MOUNTING DETAIL RADIO 4460 B25+B66 PRODUCT DESCRIPTIONRADIO 4495HP B71+B85 PRODUCT DESCRIPTION Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE D-1 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D DETAILS AND SPECIFICATIONS 39 4 1 2 ANTENNA MOUNTING HARDWARE ANTENNA MOUNTING DETAIL AIR6419 B41 ANTENNA SPECIFICATION FRONTSIDE PLAN VIEW AIR6419 B41 (MASSIVE MIMO) AIR6419 B41 3 RADIO 4460 - MOUNTING DETAIL DUAL BAND RADIO 4460 B25, B66 RADIO 4495HP - MOUNTING DETAIL DUAL BAND RADIO 4495HP B71, B85 8 10 11 7RP 6655 ROUTER SPECIFICATIONS date signed: 02/06/2026 FRONT SIDE TOP FFVV-65A-R2-V1 Radome Material Connector Type and Location Dimensions,HxWxD(mm)/(inches) Operational Temperature(°C) Operational Humidity(%) Wind Load at 100mph (Frontal/lateral/Rearside(N)) Frequency Range 617-894MHz 1695-2690MHz Fiberglass 4.3-10x8 FEMALE 48.2" x 25.2"x 9.3" -40 to +65 <95 755/149/544 Weight w/ Downtilt Bracket(kg)/(lbs) Max. Wind Velocity(mph) 47.6 / 104.94 150 FFVV-65A-R2-V1 ANTENNA SPECIFICATION WEIGHT 72 LB CSR IXRE ROUTER DETAIL MANUFACTURER:NOKIA MODEL:IXR-e DIMENSIONS:17.25"x10.0"x1.75" HCS 6x24 4AWG CABLE SPECS 1 2 3 4 1 2 3 4 ANTENNA MOUNTING DETAIL KAELUS_P6RQLU01-V1-P3 ANTENNA SPECIFICATION Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE D-2 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D DETAILS AND SPECIFICATIONS 39 2NEW T-ARM ANTENNA MOUNT AT SECTORS 'A' & 'B' 6 8 PLATFORM DETAIL 1 date signed: 02/06/2026 Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE D-3 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER E D P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D DETAILS AND SPECIFICATIONS 6 4NOT USED 5 NOT USED NOT USED 3 ANTENNA PIPE MOUNT DETAIL 1 2NOT USED NOT USED date signed: 02/06/2026 GROUNDING NOTES, EQUIPMENT AND ANTENNA GROUNDING PLAN Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE G-1 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER ED P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D TYP. ANTENNA GROUNDING DIAGRAM ANTENNA GROUNDING PLAN (TYP. PER SECTOR) NOTES AND SYMBOLS 2 3 811 9 7 NOT USED NOT USED KEY NOTES: EQUIPMENT GROUNDING PLAN KEY NOTES: 1 NOT USED9NOT USED date signed: 02/06/2026 GROUNDING DETAILS Stick Together 100% CONSTRUCTION SITE NUMBER: SITE NAME: LA609 PROFESSIONAL SQUARE G-2 01/30/26 D IE04609A 650 W. DUARTE ROAD ARCADIA, CA 91007 CIVI L SE U N G TAE KIM C 94327 EXP.REGISTER ED P R O FESSIONAL E N G I N EER S TA TE OF C A L I F O R NIA 12/31/26 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 655 N. CENTRAL AVE., SUITE 1520 GLENDALE, CA 91203 OFFICE: (818) 840-0808 FAX: (818) 840-0708 A B C D GROUNDING KIT 1 2 3 TYPICAL MECHANICAL CONNECTIONS GROUNDING KIT 79 810 6 GROUND BAR DETAIL4GPS ANTENNA GROUNDING TYP.GROUND BAR CONNECTION GROUND KIT CONN TO ANT CABLE4" STD PIPE GROUNDING 5NOT IN USENOT IN USE date signed: 02/06/2026 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com MOUNT&CABINET ANCHORAGE ANALYSIS PREPARED FOR SITE ID IE04609A SITE NAME LA609 PROFESSIONAL SQUARE PROJECT SECTOR ADD ADDRESS 650 W. DUARTE ROAD ARCADIA, CA 91007 NC PROJECT NUMBER P-062959 DATE DECEMBER 26, 2025 ANALYSIS RESULTS ALPHA/BETA MOUNT USAGE 97% PASS GAMMA/DELTA MOUNT USAGE 61% PASS CABINET ANCHORAGE USAGE 3% PASS ROOFTOP USAGE 98% PASS *Sufficient upon completion of the Modification listed in the ‘Installation Specifications’ section of this report Daniel Seung Tae Kim, PE Seung Tae Kim Digitally signed by Seung Tae Kim DN: C=US, E=dkim@networkconnex.com, O=Network Connex, OU=A&E, CN=Seung Tae Kim Date: 2025.12.26 09:32:54-08'00' LA609 PROFESSIONAL SQUARE December 26, 2025 NC Project # P-062959 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com Introduction The objective of this report is to evaluate the structural impact of the proposed T-Mobile installation on the existing structure at the above referenced address. Network Connex (NC) has reviewed the following documentation which was used as the basis for this analysis: Table 1 – Documentation DOCUMENT DESCRIPTION DATE As-Built Drawings Pacific Bell 02/05/1998 Previous Construction Drawings Cortel 07/18/2016 Previous Structural Analysis Peyton-Tomita & Associates 01/12/1998 Previous Structural Analysis Breen Engineering Inc 11/16/2015 Previous Structural Analysis Synergy 08/14/2020 Preliminary Construction Drawings Network Connex 12/19/2025 Site Survey Network Connex 10/31/2025 T-Mobile RFDS Version 7 10/30/2025 Analysis Criteria Building Code CBC 2022 ASCE Edition ASCE 7-16 TIA Edition TIA-222-H Risk Category II Basic Wind Speed 95 mph Ice Thickness 0 in Wind Speed with Ice 30 mph Maintenance Wind Speed 30 mph Exposure Category C Topographic Category 1 Spectral Response (Short Period), SS 2.26 Spectral Response (1s Period), S1 0.76 Response Modification, R 2.5 Amplification Factor, As 1.0 Table 2 – Final Appurtenance Configuration RAD CENTER EXISTING / PROPOSED QUANTITY APPURTENANCE MOUNT TYPE 58’-6” Proposed 4 AIR 6419 B41 (4) Antenna Mount Assemblies 1 58’-0” Existing 3 FFHH-65A-R3 Proposed 1 FFVV-65A-R2-V1 Proposed 3 RADIO 4495HP B71+B85A Proposed 3 RADIO 4460 B25+B66 Notes: 1. Refer to table 4 for antenna mount assembly modifications. Table 3 – Final Equipment Configuration EXISTING / PROPOSED QUANTITY EQUIPMENT MOUNTING LOCATION Existing 1 B160 Battery Cabinet Concrete Pad Proposed 1 E6160v2 Cabinet Concrete Pad LA609 PROFESSIONAL SQUARE December 26, 2025 NC Project # P-062959 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com Installation Specifications To support the proposed equipment, NC recommends installing modifications/implementations per the following specifications: Table 4 – Proposed Mount Modifications & Equipment Implementation 1 MODIFICATION TYPE SECTOR PART CONNECTION Proposed Mount Modification Alpha & Beta Sectors 2 SCH 40 x 5’-0” Horizontal & (2) 2 SCH 40 x 5’-0” Vertical Pipes SitePro1 SCX43-K & w/ (2) SCX1-K Crossover Plates Proposed Mount Modification All Sectors (1) 2 SCH 40 x 8’-0” Pipe Mount (2) Site Pro 1 P/N: WWM01 Standoff Wall Mount (2) 5/8” Ø HILTI KB-TZ2 SS316, embedded 3-3/4” Proposed Cabinet Anchorage - - (4) 1/2"Ø A325 Bolts Notes: 1. Refer to the construction drawing set by Network Connex (Preliminary set dated 12/19/2025) for details. Analysis Results NC has analyzed the existing and modified antenna mounts and connections at all sectors and determined they have sufficient structural capacity to support the proposed loading. Additionally, the proposed cabinet anchorage has been analyzed and found to be adequate to support the proposed equipment. The structural components that were analyzed and their respective capacities are listed in the table below. Table 5 – Structural Analysis Summary SECTOR STRUCTURAL MEMBER % CAPACITY PASS / FAIL ALPHA & BETA SECTORS Center Pipe 91% PASS Horizontal Pipes 28% PASS Mount Pipes 11% PASS Tube Base 97% PASS Anchors 21% PASS GAMMA & DELTA SECTORS Center Pipes 54% PASS Horizontal Unistruts 52% PASS Mount Pipes 22% PASS Tube Base 61% PASS Anchors 21% PASS CABINET ANCHORAGE Bolts 3% PASS Rooftop 98% PASS LA609 PROFESSIONAL SQUARE December 26, 2025 NC Project # P-062959 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com Standard Conditions All appurtenances must be installed in the mounting positions as specified in this report and accompanying construction drawings. Any deviation of the support, load, placement, etc. will require NC to generate an additional structural analysis. All appurtenances are assumed to be properly installed per manufacturer’s specifications. All structural members are assumed to have been properly fabricated, installed, and maintained in good condition in accordance with its original design, TIA standards, and/or manufacturer’s specifications. No allowance was made for members or bolts that are corroded, damaged, bent, loose, or missing. The analysis assumes all bolts are torqued to a snug-tight condition as defined by AISC. This analysis does not constitute a maintenance or condition assessment. No certifications regarding maintenance and condition are expressed or implied. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. This analysis may be affected if any assumptions are not valid or have been made in error. NC should be notified to determine the effect on the structural integrity of the antenna mounting system. 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com APPENDIX A CALCULATIONS -MOUNTS -CABINET ANCHORAGE/ROOFTOP 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com -MOUNTS IE04609A December 17, 2025 NC Project # P-062959 ASCE Edition ASCE 7-16 Shielding Factor, Ka 0.9 TIA Edition TIA-222-H Wind Direction Factor, Kd 0.95 Gust Effect Factor, Gh 1 Ground Elevation Factor, Ke 0.98 Location Arcadia, CA Topographic Factor, Kzt 1.000 Ground Elevation 475.45 ft Rooftop Wind Speed-Up Factor, Ks N/A Risk Category II Importance Factor, Iice 1 Exposure Category C Importance Factor, Ie 1 Ultimate Wind Speed 95 mph Design Spectral Response, SDS 1.52 Basic Wind Speed N/A Design Spectral Response, SD1 1.140 Ice Wind Speed 30 mph Response Modification, R 2.5 Live Load Wind Speed 30 mph Amplification factor, As 1 Ice Thickness 0 in Seismic Response Coefficient, Cs 0.608 Topographic Category 1 Vertical Load Effects, Ev 0.304 W Crest Height N/A Horizontal Load Effects, Eh 0.608 W Soil Class D Spectral Response, Ss 2.26 Spectral Response, S1 0.76 WIND & SEISMIC OUTPUTS PER TIA EDITIONAPPLICABLE CODES SITE PARAMETERS IE04609A December 17, 2025 NC Project # P-062959 58.5 ft 1.06 1.13 0.00 in 24.39 psf 2.43 psf 2.43 psf Appurtenance Height (in) Width (in) Depth (in) Weight (lbs)θaz EPAN (ft2) EPAT (ft2) EPAN Ice (ft2) EPAT Ice (ft2) Weight Ice (lbs) Ev (lbs) Eh (lbs) FFHH-65A-R3 48.2 25.2 9.3 72.8 0 10.12 4.11 10.12 4.11 0.00 22.13 44.26 AIR 6419 B41 36.3 20.9 9 83.3 0 6.32 2.88 6.32 2.88 0.00 25.32 50.65 RADIO 4460 B25+B66 19.6 15.7 12.1 109 0 2.56 1.98 2.56 1.98 0.00 33.14 66.27 RADIO 4495HP B71+B85A 20.6 15.6 7.5 66.1 0 2.68 1.30 2.68 1.30 0.00 20.09 40.19 APPURTENACE DIMENSIONS & DISCRETE LOADS ALPHA/BETA SECTORS RAD Center Velocity Pressure Coefficient, Kz Velocity Pressure, qz Live Load Velocity Pressure, qzm Height Escalation Factor, kiz Radial Ice Thickness, tiz Ice Velocity Pressure, qzi IE04609A December 17, 2025 NC Project # P-062959 Label Member Width (in) Length (in) Weight (lbs)θ EPA (ft2) EPA Ice (ft2) Weight Ice (lbs) Ev (plf) Eh (plf) M1 PIPE_3.0 3.50 120.00 70.44 N/A 3.15 3.15 0.00 2.14 4.28 M2 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M3 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M4 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M5 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M6 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M7 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M17 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M18 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M19 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M20 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M24 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M25 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M26 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M27 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M30 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M33 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M36 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M39 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M42 PIPE_2.0 2.38 60.00 17.35 0.00 1.07 1.07 0.00 1.06 2.11 M43 PIPE_2.0 2.38 60.00 17.35 0.00 1.07 1.07 0.00 1.06 2.11 M48 PIPE_2.0 2.38 60.00 17.35 N/A 1.07 1.07 0.00 1.06 2.11 M49 PIPE_2.0 2.38 60.00 17.35 N/A 1.07 1.07 0.00 1.06 2.11 ALPHA/BETA SECTORS MEMBER DIMENSIONS & LINEAR LOADS IE04609A December 17, 2025 NC Project # P-062959 Position Appurtenance Label RAD Center Status 1 FFHH-65A-R3 Ant1 58 Existing 2 AIR 6419 B41 Ant2 58.5 Proposed 1 RADIO 4460 B25+B66 TME1 58 Proposed 1 RADIO 4495HP B71+B85A TME2 58 Proposed ALPHA/BETA SECTORS APPURTENANCE LAYOUT (FROM REAR) Ant1 Ant2 Pos 1 Pos 2 TME1 TME2 IE04609A December 17, 2025 NC Project # P-062959 58.5 ft 1.06 1.13 0.00 in 24.39 psf 2.43 psf 2.43 psf Appurtenance Height (in) Width (in) Depth (in) Weight (lbs)θaz EPAN (ft2) EPAT (ft2) EPAN Ice (ft2) EPAT Ice (ft2) Weight Ice (lbs) Ev (lbs) Eh (lbs) FFHH-65A-R3 48.2 25.2 9.3 72.8 0 10.12 4.11 10.12 4.11 0.00 22.13 44.26 AIR 6419 B41 36.3 20.9 9 83.3 0 6.32 2.88 6.32 2.88 0.00 25.32 50.65 FFVV-65A-R2-V1 48.19 25.2 9.25 73.19 0 10.12 4.09 10.12 4.09 0.00 22.25 44.50 AIR 6419 B41 36.3 20.9 9 83.3 0 6.32 2.88 6.32 2.88 0.00 25.32 50.65 RADIO 4495HP B71+B85A 20.6 15.6 7.5 66.1 0 2.68 1.30 2.68 1.30 0.00 20.09 40.19 RADIO 4460 B25+B66 19.6 15.7 12.1 109 0 2.56 1.98 2.56 1.98 0.00 33.14 66.27 RADIO 4495HP B71+B85A 20.6 15.6 7.5 66.1 0 2.68 1.30 2.68 1.30 0.00 20.09 40.19 RADIO 4460 B25+B66 19.6 15.7 12.1 109 0 2.56 1.98 2.56 1.98 0.00 33.14 66.27 Live Load Velocity Pressure, qzm APPURTENACE DIMENSIONS & DISCRETE LOADS GAMMA/DELTA SECTORS RAD Center Height Escalation Factor, kiz Velocity Pressure Coefficient, Kz Radial Ice Thickness, tiz Velocity Pressure, qz Ice Velocity Pressure, qzi IE04609A December 17, 2025 NC Project # P-062959 Label Member Width (in) Length (in) Weight (lbs)θ EPA (ft2) EPA Ice (ft2) Weight Ice (lbs) Ev (plf) Eh (plf) M1 PIPE_3.0 3.50 120.00 70.44 N/A 3.15 3.15 0.00 2.14 4.28 M2 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M3 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M4 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M5 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M6 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M7 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M17 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M18 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M19 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M20 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M24 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M25 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M26 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M27 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M30 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M33 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M36 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M39 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M40 PIPE_3.0 3.50 120.00 70.44 N/A 3.15 3.15 0.00 2.14 4.28 M41 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M42 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M43 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M44 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M45 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M46 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M56 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M57 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M58 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M59 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M63 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 GAMMA/DELTA SECTORS MEMBER DIMENSIONS & LINEAR LOADS IE04609A December 17, 2025 NC Project # P-062959 Label Member Width (in) Length (in) Weight (lbs)θ EPA (ft2) EPA Ice (ft2) Weight Ice (lbs) Ev (plf) Eh (plf) GAMMA/DELTA SECTORS MEMBER DIMENSIONS & LINEAR LOADS M64 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M65 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M66 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M69 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M72 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M75 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M78 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M83 p1000 1.63 107.00 16.72 0.00 2.17 2.17 0.00 0.57 1.14 M84 p1000 1.63 107.00 16.72 0.00 2.17 2.17 0.00 0.57 1.14 M85 PIPE_2.0 2.38 48.00 13.88 N/A 0.78 0.78 0.00 1.06 2.11 M90 p1000 1.63 107.00 16.72 0.00 2.17 2.17 0.00 0.57 1.14 M93 p1000 1.63 107.00 16.72 0.00 2.17 2.17 0.00 0.57 1.14 M94 PIPE_3.0 3.50 120.00 70.44 N/A 3.15 3.15 0.00 2.14 4.28 M95 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M96 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M97 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M98 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M99 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M100 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M110 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M111 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M112 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M113 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M117 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M118 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M119 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M120 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M123 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M126 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M129 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M132 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M133 PIPE_3.0 3.50 120.00 70.44 N/A 3.15 3.15 0.00 2.14 4.28 IE04609A December 17, 2025 NC Project # P-062959 Label Member Width (in) Length (in) Weight (lbs)θ EPA (ft2) EPA Ice (ft2) Weight Ice (lbs) Ev (plf) Eh (plf) GAMMA/DELTA SECTORS MEMBER DIMENSIONS & LINEAR LOADS M134 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M135 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M136 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M137 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M138 HSS2X2X3 2.00 75.00 27.22 90.00 0.00 0.00 0.00 1.32 2.65 M139 HSS2X2X3 2.00 75.00 27.22 0.00 1.88 1.88 0.00 1.32 2.65 M149 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M150 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M151 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M152 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M156 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M157 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M158 L2.5x2.5x3 2.50 16.00 4.09 90.00 0.00 0.00 0.00 0.93 1.86 M159 L2.5x2.5x3 2.50 75.00 19.16 0.00 2.34 2.34 0.00 0.93 1.86 M162 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M165 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M168 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M171 L3X2X3 3.00 3.00 0.78 90.00 0.00 0.00 0.00 0.95 1.90 M176 p1000 1.63 100.00 15.62 0.00 2.03 2.03 0.00 0.57 1.14 M177 p1000 1.63 100.00 15.62 0.00 2.03 2.03 0.00 0.57 1.14 M178 PIPE_2.0 2.38 48.00 13.88 N/A 0.78 0.78 0.00 1.06 2.11 M183 p1000 1.63 100.00 15.62 0.00 2.03 2.03 0.00 0.57 1.14 M186 p1000 1.63 100.00 15.62 0.00 2.03 2.03 0.00 0.57 1.14 IE04609A December 17, 2025 NC Project # P-062959 Position Appurtenance Label RAD Center Status 1 FFHH-65A-R3 Ant1 58 Existing 3 AIR 6419 B41 Ant2 58.5 Proposed 4 FFVV-65A-R2-V1 Ant3 58 Proposed 6 AIR 6419 B41 Ant4 58.5 Proposed 1 RADIO 4495HP B71+B85A TME1 58 Proposed 1 RADIO 4460 B25+B66 TME2 58 Proposed 4 RADIO 4495HP B71+B85A TME3 58 Proposed 4 RADIO 4460 B25+B66 TME4 58 Proposed GAMMA/DELTA SECTORS APPURTENANCE LAYOUT (FROM REAR) Ant1 Ant2 Ant3 Ant4 Pos 1 Pos 2 Pos 3 Pos 4 Pos 5 Pos 6 TME1 TME2 TME3 TME4 IE04609A December 17, 2025 NC Project # P-062959 NC Project # P-062959 See RISA3-D model for reactions (Worst case will be A/B Sectors) Vertical Loading: Downforce = 877 lbs/ 4 anchors = 219.25 lbs down Overturn Uplift =5002 ft-lb / 6.25' / 2 anchors =400.16 lbs uplift Total uplift force = 400.16 - 219.25 =180.91 lbs uplift Shear Loading: Shear = 1023 lbs / 4 anchors =255.83 lbs shear KB TZ Capacities: Tensile Capacity = 2070 lbs Shear Capacity = 1250 lbs Usage: Tensile Usage = 180.91 lbs/2070 lbs = 0.087 <1.05, O.K. Shear Usage = 255.83 lbs/1250 lbs = 0.205 <1.05, O.K. Existing/Proposed 5/8"Ø KB TZ w/ 3" min embed is adequate MOUNT ANCHORAGE CHECK Per documentation listed on the report, existing anchors are 5/8"Ø KB TZ with 3" min embed (ICC ESR-1917). New anchors as required for any damaged mounts to match existing. Ant4 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com -CABINET ANCHORAGE/ROOFTOP IE04609A December 17, 2025 NC Project # P-062959 ASCE Edition ASCE 7-16 Wind Direction Factor, Kd 0.85 IBC Edition CBC 2022 Gust Effect Factor, G 0.85 Ground Elevation Factor, Ke 0.98 Topographic Factor, Kzt 1.00 Location Arcadia, CA Pressure Coefficient, Kz 0.85 Equipment Location Pad on Grade Velocity Pressure, qz 16.41 psf Center of Pressure 5 ft Importance Factor, Ie 1 Ground Elevation 475.447 ft Design Spectral Response, SDS 1.520 Risk Category II Design Spectral Response, SD1 1.140 Exposure Category C Cabinet Base Height, ft 1 ft Basic Wind Speed 95 mph Response Modification, Rp 2.5 Soil Class D - Default Amplification factor, ap 1 Spectral Response, Ss 2.26 Vertical Load Effects, Ev 0.304 W Spectral Response, S1 0.76 Horizontal Load Effects, Eh 0.456 W APPLICABLE CODES LOAD OUTPUTS PER ASCE EDITION SITE PARAMETERS IE04609A December 17, 2025 NC Project # P-062959 Location Height (in)Width (in)Depth (in)Weight (lbs)EPAN (ft2)EPAT (ft2) Platform 63.0 26.0 33.0 1403.5 15.06 18.99 Appurtenance FN / FT Ev Eh MWN ME Anchors Tension Shear Enclosure 6160 210 / 264.81 426.65 639.98 551.25 1679.95 4.00 420.87 160.00 Maximum Tensile Loading per Anchor Maximum Vertical Loading Worst Case = 0.9D±1.0E =0.9 (1403.5 lbs) - 1.0 (426.65 lbs) =836.47 lbs Vertical Load per Anchor = 836.47 lbs/ 4 =209.12 lbs Maximum Overturning Worst Case = 1.0E = 1.0 (639.98 lbs * 63in/2) =1679.95 ft-lbs Tensile Load per anchor =1679.95 ft-lbs / 16in / 2 anchors =629.98 lbs Tensile Load per Anchor = 629.98 lbs - 209.12 lbs =420.87 lbs Maximum Shear Loading per Anchor Worst Case = 1.0E = 1.0 (639.98 lbs)639.98 lbs Shear Load per anchor = 639.98 lbs/ 4 anchors =160.00 lbs EQUIPMENT LOADS Equipment Enclosure 6160 * See Bolt Check; use 1/2"Ø A325 Bolts. FACTORED LOADING AND ANCHORAGE LOADS LOAD PER ANCHOR ONTO FLOOR IE04609A December 17, 2025 NC Project # P-062959 AISC Edition 360-16 βN 3.2% Design Method LRFD βV 2.0% Type Bolt Grade ASTM A325 db 0.5 in Ab 0.20 in2 Fu 120 ksi Fnt 90 ksi Fnv 54 ksi CABINET FASTENER CHECK Design Parameters Fastener Design Capacity Fastener Properties Concrete Beam LIC# : KW-06014103, Build:20.23.05.25 Advantage Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Joist J25 Check Project File: IE04609A_ROOF CHECK.ec6 CODE REFERENCES Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 General Information 3.0 7.50 145.0 Elastic Modulus 3,122.0 ksi 1 60.0 29,000.0 40.0 29,000.0 3= 2 =0.90 0.750 f'c ksi fy - Main Rebar ksi Density 1/2 = fr = f'c *410.792 pcf E - Main Rebar ksi psi =1.0OLtWt Factor Fy - Stirrups ksi == = E - Stirrups ksi E 0.850 == = Shear : Stirrup Bar Size # Number of Resisting Legs Per Stirrup Phi Values Flexure : \ I .Cross Section & Reinforcing Details Tee Section, Stem Width = 5.50 in, Total Height = 15.0 in, Top Flange Width = 29.50 in, Flange Thickness = 6.0 in Span #1 Reinforcing.... 2-#7 at 1.50 in from Bottom, from 0.0 to 22.50 ft in this span 2-#5 at 1.50 in from Top, from 0.0 to 10.0 ft in this span 2-#5 at 1.50 in from Top, from 12.50 to 22.50 ft in this span . Beam self weight calculated and added to loads Load for Span Number 1Uniform Load : D = 0.0450, Lr = 0.060 k/ft, Tributary Width = 1.0 ft Point Load : D = 1.404 k @ 11.250 ft, (CABINET) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.979 : 1 Span # where maximum occurs Span # 1 Location of maximum on span 22.500 ft Mn * Phi : Allowable 34.663 k-ft Typical SectionSection used for this span Mu : Applied -33.919 k-ft Maximum Deflection 0 <360.0 1240 Ratio =0 <180.0 Max Downward Transient Deflection 0.015 in 17820Ratio =>=360.0 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.218 in Ratio =>=180.0 Max Upward Total Deflection 0.000 in Lr Only Lr Only Span: 1 : +D+Lr Span: 1 : +D+Lr . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Max Upward from all Load Conditions 3.555 5.343 Max Upward from Load Combinations 3.555 5.343 Max Upward from Load Cases 3.000 4.549 D Only 3.000 4.549 +D+Lr 3.555 5.343 Concrete Beam LIC# : KW-06014103, Build:20.23.05.25 Advantage Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Joist J25 Check Project File: IE04609A_ROOF CHECK.ec6 Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 +D+0.750Lr 3.417 5.144 +0.60D 1.704 2.825 Lr Only 0.506 0.844 .Shear Stirrup Requirements Between 0.00 to 2.46 ft, Phi*lambda*sqrt(f'c)*bw*d < Vu <= Phi*Vc, Req'd Vs = Min per 9.6.3.1, use #3 stirrups spaced at 6.000 inBetween 2.50 to 12.87 ft, Vu <= Phi*lambda*sqrt(f'c)*bw*d, Req'd Vs = Not Reqd per 9.3.6.1, Stirrups are not required.Between 12.91 to 16.72 ft, Phi*lambda*sqrt(f'c)*bw*d < Vu <= Phi*Vc, Req'd Vs = Min per 9.6.3.1, use #3 stirrups spaced at 6.000 inBetween 16.76 to 22.46 ft, Phi*Vc < Vu, Req'd Vs = Vu > Phi * Vn_max per 22.5.1.2, Stirrups are not required..Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual (k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60Lr 1 0.00 13.50 4.10 4.10 0.00 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 0.25 13.50 4.00 4.00 1.00 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 0.49 13.50 3.89 3.89 1.97 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 0.74 13.50 3.79 3.79 2.91 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 0.98 13.50 3.68 3.68 3.83 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 1.23 13.50 3.58 3.58 4.72 0.85 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 1.48 13.50 3.48 3.48 5.59 0.70 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 1.72 13.50 3.37 3.37 6.43 0.59 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 1.97 13.50 3.27 3.27 7.25 0.51 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 2.21 13.50 3.16 3.16 8.04 0.44 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 2.46 13.50 3.06 3.06 8.80 0.39 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 2.70 13.50 2.96 2.96 9.54 0.35 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 2.95 13.50 2.85 2.85 10.26 0.31 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 3.20 13.50 2.75 2.75 10.95 0.28 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 3.44 13.50 2.64 2.64 11.61 0.26 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 3.69 13.50 2.54 2.54 12.25 0.23 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 3.93 13.50 2.43 2.43 12.86 0.21 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 4.18 13.50 2.33 2.33 13.44 0.20 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 4.43 13.50 2.23 2.23 14.00 0.18 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 4.67 13.50 2.12 2.12 14.54 0.16 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 4.92 13.50 2.02 2.02 15.05 0.15 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 5.16 13.50 1.91 1.91 15.53 0.14 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 5.41 13.50 1.81 1.81 15.99 0.13 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 5.66 13.50 1.71 1.71 16.42 0.12 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 5.90 13.50 1.60 1.60 16.83 0.11 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 6.15 13.50 1.50 1.50 17.21 0.10 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 6.39 13.50 1.40 1.40 16.74 0.09 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 6.64 13.50 1.30 1.30 17.07 0.09 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 6.89 13.50 1.21 1.21 17.38 0.08 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 7.13 13.50 1.11 1.11 17.66 0.07 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 7.38 13.50 1.02 1.02 17.92 0.06 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 7.62 13.50 0.93 0.93 18.16 0.06 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 7.87 13.50 0.83 0.83 18.38 0.05 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 8.11 13.50 0.74 0.74 18.57 0.04 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 8.36 13.50 0.64 0.64 18.74 0.04 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 8.61 13.50 0.55 0.55 18.89 0.03 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 8.85 13.50 0.46 0.46 19.01 0.03 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 9.10 13.50 0.36 0.36 19.11 0.02 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 9.34 13.50 0.27 0.27 19.19 0.02 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 9.59 13.50 0.17 0.17 19.25 0.01 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 9.84 13.50 0.08 0.08 19.28 0.00 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 10.08 13.50 -0.17 0.17 19.82 0.01 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 10.33 13.50 -0.27 0.27 19.76 0.02 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 10.57 13.50 -0.38 0.38 19.68 0.02 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 10.82 13.50 -0.48 0.48 19.58 0.03 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.20D+1.60Lr 1 11.07 13.50 -0.59 0.59 19.44 0.03 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 11.31 13.50 -2.45 2.45 18.86 0.15 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 Concrete Beam LIC# : KW-06014103, Build:20.23.05.25 Advantage Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Joist J25 Check Project File: IE04609A_ROOF CHECK.ec6 Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual (k-ft)Number (k) Spacing (in) Design Phi*Vc +1.40D 1 11.56 13.50 -2.54 2.54 18.24 0.16 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 11.80 13.50 -2.64 2.64 17.61 0.17 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 12.05 13.50 -2.73 2.73 16.95 0.18 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 12.30 13.50 -2.83 2.83 16.26 0.20 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 12.54 13.50 -2.92 2.92 15.56 0.21 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 12.79 13.50 -3.01 3.01 14.83 0.23 5.69 Vu <= Phi*lambdNot Reqd per 9 5.7 0.0 +1.40D 1 13.03 13.50 -3.11 3.11 14.07 0.25 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 13.28 13.50 -3.21 3.21 13.69 0.26 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 13.52 13.50 -3.31 3.31 12.89 0.29 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 13.77 13.50 -3.42 3.42 12.06 0.32 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 14.02 13.50 -3.52 3.52 11.21 0.35 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 14.26 13.50 -3.63 3.63 10.33 0.39 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 14.51 13.50 -3.73 3.73 9.42 0.45 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 14.75 13.50 -3.83 3.83 8.49 0.51 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 15.00 13.50 -3.94 3.94 7.54 0.59 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 15.25 13.50 -4.04 4.04 6.56 0.69 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 15.49 13.50 -4.15 4.15 5.55 0.84 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 15.74 13.50 -4.25 4.25 4.52 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 15.98 13.50 -4.36 4.36 3.46 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 16.23 13.50 -4.46 4.46 2.37 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 16.48 13.50 -4.56 4.56 1.27 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 16.72 13.50 -4.67 4.67 0.13 1.00 6.17 Phi*lambda*sqrtMin per 9.6.3.21.0 6.8 +1.20D+1.60Lr 1 16.97 1.50 -4.77 4.77 1.03 0.58 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 17.21 1.50 -4.88 4.88 2.22 0.27 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 17.46 1.50 -4.98 4.98 3.43 0.18 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 17.70 1.50 -5.08 5.08 4.67 0.14 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 17.95 1.50 -5.19 5.19 5.93 0.11 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 18.20 1.50 -5.29 5.29 7.22 0.09 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 18.44 1.50 -5.40 5.40 8.53 0.08 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 18.69 1.50 -5.50 5.50 9.87 0.07 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 18.93 1.50 -5.61 5.61 11.24 0.06 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 19.18 1.50 -5.71 5.71 12.63 0.06 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 19.43 1.50 -5.81 5.81 14.05 0.05 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 19.67 1.50 -5.92 5.92 15.49 0.05 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 19.92 1.50 -6.02 6.02 16.96 0.04 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 20.16 1.50 -6.13 6.13 18.45 0.04 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 20.41 1.50 -6.23 6.23 19.97 0.04 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 20.66 1.50 -6.34 6.34 21.52 0.04 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 20.90 1.50 -6.44 6.44 23.09 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 21.15 1.50 -6.54 6.54 24.68 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 21.39 1.50 -6.65 6.65 26.30 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 21.64 1.50 -6.75 6.75 27.95 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 21.89 1.50 -6.86 6.86 29.62 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 22.13 1.50 -6.96 6.96 31.32 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 +1.20D+1.60Lr 1 22.38 1.50 -7.06 7.06 33.05 0.03 1.14 Phi*Vc < Vu Vu > Phi * Vn_1.1 0.4 .Maximum Forces & Stresses for Load Combinations Span # Bending Stress Results ( k-ft )Location (ft)Load Combination Mu : Max Stress RatioSegmentPhi*Mnxalong Beam MAXimum BENDING Envelope Span # 1 1 22.500 -33.92 34.66 0.98 +1.40D Span # 1 1 22.500 -32.48 34.66 0.94 +1.20D+0.50Lr Span # 1 1 22.500 -29.74 34.66 0.86 +1.20D Span # 1 1 22.500 -27.84 34.66 0.80 +1.20D+1.60Lr Span # 1 1 22.500 -33.92 34.66 0.98 +0.90D Concrete Beam LIC# : KW-06014103, Build:20.23.05.25 Advantage Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Joist J25 Check Project File: IE04609A_ROOF CHECK.ec6 Span # Bending Stress Results ( k-ft )Location (ft)Load Combination Mu : Max Stress RatioSegmentPhi*Mnxalong Beam Span # 1 1 22.500 -20.88 34.66 0.60 . Location in Span (ft)Load CombinationMax. "-" Defl (in)Location in Span (ft)Load Combination Span Max. "+" Defl (in) Overall Maximum Deflections +D+Lr 1 0.2177 9.775 0.0000 0.000 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com APPENDIX B RISA-3D OUTPUT -ALPHA/BETA SECTOR MOUNTS -GAMMA/DELTA SECTOR MOUNTS 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com -ALPHA/BETA SECTOR MOUNTS Network Connex DK P-062959 IE04609A A&B A/B Mount Members1 Dec 17, 2025 IE04609A_MOUNT MODEL A&B … Network Connex DK P-062959 IE04609A A&B A/B Mount Loading2 Dec 17, 2025 IE04609A_MOUNT MODEL A&B … Network Connex DK P-062959 IE04609A A&B A/B Mount Usage3 Dec 17, 2025 IE04609A_MOUNT MODEL A&B… Network Connex DK P-062959 IE04609A A&B A/B Mount Shear4 Dec 17, 2025 IE04609A_MOUNT MODEL A&B… Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 1 Model Settings Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size (in2)144 Consider Shear Deformation Yes Consider Torsional Warping Yes Approximate Mesh Size (in)24 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls Yes Maximum Number of Iterations 3 Single No Multiple (Optimum)Yes Maximum No Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Global Plane for z-axis XZ Plate Local Axis Orientation Global Hot Rolled Steel AISC 15th (360-16): LRFD Stiffness Adjustment Yes (Iterative) Notional Annex None Connections None Cold Formed Steel AISI S100-16: LRFD Stiffness Adjustment Yes (Iterative) Wood None Temperature < 100F Concrete None Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None Stiffness Adjustment Yes (Iterative) Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing)Yes List forces which were ignored for design in the Detail Report Yes Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in)4 Code ASCE 7-16 Risk Category I or II Drift Cat Other Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 2 Model Settings (Continued) Base Elevation (ft) Include the weight of the structure in base shear calcs Yes S1 (g)1 SD1 (g)1 SDS (g)1 TL (sec)5 T Z (sec) T X (sec) CtZ 0.02 CtX 0.02 CtExp. Z 0.75 CtExp. X 0.75 R Z 3 R X 3 Ω0Z 1 Ω0X 1 CdZ 4 CdX 4 ρ Z 1 ρ X 1 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 3 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [ksi]Ry Fu [ksi]Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 9 FRP 2800 500 0.35 0.65 0.12 12 1.4 30 1.3 10 SAE J429 Gr 5 29000 11154 0.3 0.65 0.49 92 1.5 120 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 3 SCH 40 PIPE_3.0 None None A53 Gr.B Typical 2.07 2.85 2.85 5.69 2 2x2 TUBE HSS2X2X3 None None A500 Gr.B Rect Typical 1.19 0.641 0.641 1.09 3 L2x2 ANGLE L2.5X2.5X3 None None A36 Gr.36 Typical 0.901 0.535 0.535 0.011 4 L3X2 ANGLE L3X2X3 None None A36 Gr.36 Typical 0.917 0.305 0.847 0.012 5 2 SCH 40 PIPE_2.0 None None A53 Gr.B Typical 1.02 0.627 0.627 1.25 Hot Rolled Steel Design Parameters Label Shape Length [in]Lcomp top [in]Channel Conn.a [in]Function 1 M1 3 SCH 40 120 Lbyy N/A N/A Lateral 2 M2 2x2 TUBE 75 Lbyy N/A N/A Lateral 3 M3 2x2 TUBE 75 Lbyy N/A N/A Lateral 4 M4 2x2 TUBE 75 Lbyy N/A N/A Lateral 5 M5 2x2 TUBE 75 Lbyy N/A N/A Lateral 6 M6 2x2 TUBE 75 Lbyy N/A N/A Lateral 7 M7 2x2 TUBE 75 Lbyy N/A N/A Lateral 8 M17 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 9 M18 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 10 M19 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 11 M20 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 12 M24 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 13 M25 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 14 M26 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 15 M27 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 16 M30 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 17 M33 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 18 M36 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 19 M39 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 20 M42 2 SCH 40 60 N/A N/A Lateral 21 M43 2 SCH 40 60 N/A N/A Lateral 22 M48 2 SCH 40 60 N/A N/A Lateral 23 M49 2 SCH 40 60 N/A N/A Lateral Member Primary Data Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 3 SCH 40 None None A53 Gr.B Typical 2 M2 N7 N6 2x2 TUBE None None A500 Gr.B Rect Typical 3 M3 N6 N9 2x2 TUBE None None A500 Gr.B Rect Typical 4 M4 N7 N10 2x2 TUBE None None A500 Gr.B Rect Typical Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 4 Member Primary Data (Continued) Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 5 M5 N10 N9 2x2 TUBE None None A500 Gr.B Rect Typical 6 M6 N8 N5 2x2 TUBE None None A500 Gr.B Rect Typical 7 M7 N4 N3 2x2 TUBE None None A500 Gr.B Rect Typical 8 M8 N13 N7 RIGID None None RIGID Typical 9 M9 N11 N5 RIGID None None RIGID Typical 10 M10 N12 N6 RIGID None None RIGID Typical 11 M11 N16 N10 RIGID None None RIGID Typical 12 M12 N14 N8 RIGID None None RIGID Typical 13 M13 N15 N9 RIGID None None RIGID Typical 14 M14 N22 N19 RIGID None None RIGID Typical 15 M15 N20 N17 RIGID None None RIGID Typical 16 M16 N21 N18 RIGID None None RIGID Typical 17 M17 N13 N12 L2x2 ANGLE None None A36 Gr.36 Typical 18 M18 N13 N22 L2x2 ANGLE None None A36 Gr.36 Typical 19 M19 N12 N21 L2x2 ANGLE None None A36 Gr.36 Typical 20 M20 N22 N21 L2x2 ANGLE None None A36 Gr.36 Typical 21 M21 N28 N25 RIGID None None RIGID Typical 22 M22 N26 N23 RIGID None None RIGID Typical 23 M23 N27 N24 RIGID None None RIGID Typical 24 M24 N28 N27 L2x2 ANGLE None None A36 Gr.36 Typical 25 M25 N27 N15 L2x2 ANGLE None None A36 Gr.36 Typical 26 M26 N28 N16 L2x2 ANGLE None None A36 Gr.36 Typical 27 M27 N16 N15 L2x2 ANGLE None None A36 Gr.36 Typical 28 M28 N29 N7 RIGID None None RIGID Typical 29 M29 N32 N31 RIGID None None RIGID Typical 30 M30 N29 N32 270 L3X2 ANGLE None None A36 Gr.36 Typical 31 M31 N34 N33 RIGID None None RIGID Typical 32 M32 N30 N10 RIGID None None RIGID Typical 33 M33 N34 N30 270 L3X2 ANGLE None None A36 Gr.36 Typical 34 M34 N37 N6 RIGID None None RIGID Typical 35 M35 N40 N39 RIGID None None RIGID Typical 36 M36 N40 N37 270 L3X2 ANGLE None None A36 Gr.36 Typical 37 M37 N42 N41 RIGID None None RIGID Typical 38 M38 N38 N9 RIGID None None RIGID Typical 39 M39 N38 N42 270 L3X2 ANGLE None None A36 Gr.36 Typical 40 M40 N47 N45 RIGID None None RIGID Typical 41 M41 N48 N46 RIGID None None RIGID Typical 42 M42 N49 N51 2 SCH 40 None None A53 Gr.B Typical 43 M43 N50 N52 2 SCH 40 None None A53 Gr.B Typical 44 M44 N59 N55 RIGID None None RIGID Typical 45 M45 N60 N56 RIGID None None RIGID Typical 46 M46 N57 N53 RIGID None None RIGID Typical 47 M47 N58 N54 RIGID None None RIGID Typical 48 M48 N62 N64 2 SCH 40 None None A53 Gr.B Typical 49 M49 N69 N35 2 SCH 40 None None A53 Gr.B Typical Node Loads and Enforced Displacements (BLC 1 : DL) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L Y -36.4 2 TME1 L Y -109 3 B1 L Y -36.4 4 T2 L Y -41.65 5 B2 L Y -41.65 6 TME2 L Y -66.1 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 5 Node Loads and Enforced Displacements (BLC 3 : WL 0) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 0 2 TME1 L X 0 3 B1 L X 0 4 T2 L X 0 5 B2 L X 0 6 TME2 L X 0 7 T1 L Z 111.1 8 TME1 L Z 56.29 9 B1 L Z 111.1 10 T2 L Z 69.39 11 B2 L Z 69.39 12 TME2 L Z 58.79 Node Loads and Enforced Displacements (BLC 4 : WL 30) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -55.55 2 TME1 L X -28.15 3 B1 L X -55.55 4 T2 L X -34.7 5 B2 L X -34.7 6 TME2 L X -29.39 7 T1 L Z 96.21 8 TME1 L Z 48.75 9 B1 L Z 96.21 10 T2 L Z 60.09 11 B2 L Z 60.09 12 TME2 L Z 50.91 Node Loads and Enforced Displacements (BLC 5 : WL 60) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -96.21 2 TME1 L X -48.75 3 B1 L X -96.21 4 T2 L X -60.09 5 B2 L X -60.09 6 TME2 L X -50.91 7 T1 L Z 55.55 8 TME1 L Z 28.15 9 B1 L Z 55.55 10 T2 L Z 34.7 11 B2 L Z 34.7 12 TME2 L Z 29.39 Node Loads and Enforced Displacements (BLC 6 : WL 90) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -111.1 2 TME1 L X -56.29 3 B1 L X -111.1 4 T2 L X -69.39 5 B2 L X -69.39 6 TME2 L X -58.79 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 6 Node Loads and Enforced Displacements (BLC 6 : WL 90) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 7 T1 L Z 0 8 TME1 L Z 0 9 B1 L Z 0 10 T2 L Z 0 11 B2 L Z 0 12 TME2 L Z 0 Node Loads and Enforced Displacements (BLC 7 : WL 120) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -96.21 2 TME1 L X -48.75 3 B1 L X -96.21 4 T2 L X -60.09 5 B2 L X -60.09 6 TME2 L X -50.91 7 T1 L Z -55.55 8 TME1 L Z -28.15 9 B1 L Z -55.55 10 T2 L Z -34.7 11 B2 L Z -34.7 12 TME2 L Z -29.39 Node Loads and Enforced Displacements (BLC 8 : WL 150) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -55.55 2 TME1 L X -28.15 3 B1 L X -55.55 4 T2 L X -34.7 5 B2 L X -34.7 6 TME2 L X -29.39 7 T1 L Z -96.21 8 TME1 L Z -48.75 9 B1 L Z -96.21 10 T2 L Z -60.09 11 B2 L Z -60.09 12 TME2 L Z -50.91 Node Loads and Enforced Displacements (BLC 9 : WL 180) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 0 2 TME1 L X 0 3 B1 L X 0 4 T2 L X 0 5 B2 L X 0 6 TME2 L X 0 7 T1 L Z -111.1 8 TME1 L Z -56.29 9 B1 L Z -111.1 10 T2 L Z -69.39 11 B2 L Z -69.39 12 TME2 L Z -58.79 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 7 Node Loads and Enforced Displacements (BLC 10 : WL 210) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 55.55 2 TME1 L X 28.15 3 B1 L X 55.55 4 T2 L X 34.7 5 B2 L X 34.7 6 TME2 L X 29.39 7 T1 L Z -96.21 8 TME1 L Z -48.75 9 B1 L Z -96.21 10 T2 L Z -60.09 11 B2 L Z -60.09 12 TME2 L Z -50.91 Node Loads and Enforced Displacements (BLC 11 : WL 240) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 96.21 2 TME1 L X 48.75 3 B1 L X 96.21 4 T2 L X 60.09 5 B2 L X 60.09 6 TME2 L X 50.91 7 T1 L Z -55.55 8 TME1 L Z -28.15 9 B1 L Z -55.55 10 T2 L Z -34.7 11 B2 L Z -34.7 12 TME2 L Z -29.39 Node Loads and Enforced Displacements (BLC 12 : WL 270) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 111.1 2 TME1 L X 56.29 3 B1 L X 111.1 4 T2 L X 69.39 5 B2 L X 69.39 6 TME2 L X 58.79 7 T1 L Z 0 8 TME1 L Z 0 9 B1 L Z 0 10 T2 L Z 0 11 B2 L Z 0 12 TME2 L Z 0 Node Loads and Enforced Displacements (BLC 13 : WL 300) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 96.21 2 TME1 L X 48.75 3 B1 L X 96.21 4 T2 L X 60.09 5 B2 L X 60.09 6 TME2 L X 50.91 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 8 Node Loads and Enforced Displacements (BLC 13 : WL 300) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 7 T1 L Z 55.55 8 TME1 L Z 28.15 9 B1 L Z 55.55 10 T2 L Z 34.7 11 B2 L Z 34.7 12 TME2 L Z 29.39 Node Loads and Enforced Displacements (BLC 14 : WL 330) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 55.55 2 TME1 L X 28.15 3 B1 L X 55.55 4 T2 L X 34.7 5 B2 L X 34.7 6 TME2 L X 29.39 7 T1 L Z 96.21 8 TME1 L Z 48.75 9 B1 L Z 96.21 10 T2 L Z 60.09 11 B2 L Z 60.09 12 TME2 L Z 50.91 Node Loads and Enforced Displacements (BLC 27 : WLm 0) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 0 2 TME1 L X 0 3 B1 L X 0 4 T2 L X 0 5 B2 L X 0 6 TME2 L X 0 7 T1 L Z 11.08 8 TME1 L Z 5.61 9 B1 L Z 11.08 10 T2 L Z 6.92 11 B2 L Z 6.92 12 TME2 L Z 5.86 Node Loads and Enforced Displacements (BLC 28 : WLm 30) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -5.54 2 TME1 L X -2.81 3 B1 L X -5.54 4 T2 L X -3.46 5 B2 L X -3.46 6 TME2 L X -2.93 7 T1 L Z 9.59 8 TME1 L Z 4.86 9 B1 L Z 9.59 10 T2 L Z 5.99 11 B2 L Z 5.99 12 TME2 L Z 5.08 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 9 Node Loads and Enforced Displacements (BLC 29 : WLm 60) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -9.59 2 TME1 L X -4.86 3 B1 L X -9.59 4 T2 L X -5.99 5 B2 L X -5.99 6 TME2 L X -5.08 7 T1 L Z 5.54 8 TME1 L Z 2.81 9 B1 L Z 5.54 10 T2 L Z 3.46 11 B2 L Z 3.46 12 TME2 L Z 2.93 Node Loads and Enforced Displacements (BLC 30 : WLm 90) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -11.08 2 TME1 L X -5.61 3 B1 L X -11.08 4 T2 L X -6.92 5 B2 L X -6.92 6 TME2 L X -5.86 7 T1 L Z 0 8 TME1 L Z 0 9 B1 L Z 0 10 T2 L Z 0 11 B2 L Z 0 12 TME2 L Z 0 Node Loads and Enforced Displacements (BLC 31 : WLm 120) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -9.59 2 TME1 L X -4.86 3 B1 L X -9.59 4 T2 L X -5.99 5 B2 L X -5.99 6 TME2 L X -5.08 7 T1 L Z -5.54 8 TME1 L Z -2.81 9 B1 L Z -5.54 10 T2 L Z -3.46 11 B2 L Z -3.46 12 TME2 L Z -2.93 Node Loads and Enforced Displacements (BLC 32 : WLm 150) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X -5.54 2 TME1 L X -2.81 3 B1 L X -5.54 4 T2 L X -3.46 5 B2 L X -3.46 6 TME2 L X -2.93 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 10 Node Loads and Enforced Displacements (BLC 32 : WLm 150) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 7 T1 L Z -9.59 8 TME1 L Z -4.86 9 B1 L Z -9.59 10 T2 L Z -5.99 11 B2 L Z -5.99 12 TME2 L Z -5.08 Node Loads and Enforced Displacements (BLC 33 : WLm 180) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 0 2 TME1 L X 0 3 B1 L X 0 4 T2 L X 0 5 B2 L X 0 6 TME2 L X 0 7 T1 L Z -11.08 8 TME1 L Z -5.61 9 B1 L Z -11.08 10 T2 L Z -6.92 11 B2 L Z -6.92 12 TME2 L Z -5.86 Node Loads and Enforced Displacements (BLC 34 : WLm 210) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 5.54 2 TME1 L X 2.81 3 B1 L X 5.54 4 T2 L X 3.46 5 B2 L X 3.46 6 TME2 L X 2.93 7 T1 L Z -9.59 8 TME1 L Z -4.86 9 B1 L Z -9.59 10 T2 L Z -5.99 11 B2 L Z -5.99 12 TME2 L Z -5.08 Node Loads and Enforced Displacements (BLC 35 : WLm 240) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 9.59 2 TME1 L X 4.86 3 B1 L X 9.59 4 T2 L X 5.99 5 B2 L X 5.99 6 TME2 L X 5.08 7 T1 L Z -5.54 8 TME1 L Z -2.81 9 B1 L Z -5.54 10 T2 L Z -3.46 11 B2 L Z -3.46 12 TME2 L Z -2.93 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 11 Node Loads and Enforced Displacements (BLC 36 : WLm 270) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 11.08 2 TME1 L X 5.61 3 B1 L X 11.08 4 T2 L X 6.92 5 B2 L X 6.92 6 TME2 L X 5.86 7 T1 L Z 0 8 TME1 L Z 0 9 B1 L Z 0 10 T2 L Z 0 11 B2 L Z 0 12 TME2 L Z 0 Node Loads and Enforced Displacements (BLC 37 : WLm 300) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 9.59 2 TME1 L X 4.86 3 B1 L X 9.59 4 T2 L X 5.99 5 B2 L X 5.99 6 TME2 L X 5.08 7 T1 L Z 5.54 8 TME1 L Z 2.81 9 B1 L Z 5.54 10 T2 L Z 3.46 11 B2 L Z 3.46 12 TME2 L Z 2.93 Node Loads and Enforced Displacements (BLC 38 : WLm 330) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 5.54 2 TME1 L X 2.81 3 B1 L X 5.54 4 T2 L X 3.46 5 B2 L X 3.46 6 TME2 L X 2.93 7 T1 L Z 9.59 8 TME1 L Z 4.86 9 B1 L Z 9.59 10 T2 L Z 5.99 11 B2 L Z 5.99 12 TME2 L Z 5.08 Node Loads and Enforced Displacements (BLC 39 : Ev) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L Y -11.07 2 TME1 L Y -33.14 3 B1 L Y -11.07 4 T2 L Y -12.66 5 B2 L Y -12.66 6 TME2 L Y -20.09 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 12 Node Loads and Enforced Displacements (BLC 40 : Ehx) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L X 22.13 2 TME1 L X 66.27 3 B1 L X 22.13 4 T2 L X 25.32 5 B2 L X 25.32 6 TME2 L X 40.19 Node Loads and Enforced Displacements (BLC 41 : Ehz) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T1 L Z 22.13 2 TME1 L Z 66.27 3 B1 L Z 22.13 4 T2 L Z 25.32 5 B2 L Z 25.32 6 TME2 L Z 40.19 Member Distributed Loads (BLC 3 : WL 0) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X 0 0 0 %100 23 M49 X 0 0 0 %100 24 M1 Z 7.68 7.68 0 %100 25 M2 Z 7.32 7.32 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z 7.32 7.32 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z 7.32 7.32 0 %100 31 M17 Z 9.15 9.15 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z 9.15 9.15 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 13 Member Distributed Loads (BLC 3 : WL 0) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 35 M24 Z 9.15 9.15 0 %100 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z 9.15 9.15 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z 5.21 5.21 0 %100 44 M43 Z 5.21 5.21 0 %100 45 M48 Z 5.21 5.21 0 %100 46 M49 Z 5.21 5.21 0 %100 Member Distributed Loads (BLC 4 : WL 30) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -3.84 -3.84 0 %100 2 M2 X -3.17 -3.17 0 %100 3 M3 X -1.64 -1.64 0 %100 4 M4 X -1.64 -1.64 0 %100 5 M5 X -3.17 -3.17 0 %100 6 M6 X -1.64 -1.64 0 %100 7 M7 X -3.17 -3.17 0 %100 8 M17 X -3.96 -3.96 0 %100 9 M18 X -1.41 -1.41 0 %100 10 M19 X -1.41 -1.41 0 %100 11 M20 X -3.96 -3.96 0 %100 12 M24 X -3.96 -3.96 0 %100 13 M25 X -1.41 -1.41 0 %100 14 M26 X -1.41 -1.41 0 %100 15 M27 X -3.96 -3.96 0 %100 16 M30 X -1.65 -1.65 0 %100 17 M33 X -1.65 -1.65 0 %100 18 M36 X -1.65 -1.65 0 %100 19 M39 X -1.65 -1.65 0 %100 20 M42 X -2.13 -2.13 0 %100 21 M43 X -2.13 -2.13 0 %100 22 M48 X -2.61 -2.61 0 %100 23 M49 X -2.61 -2.61 0 %100 24 M1 Z 6.65 6.65 0 %100 25 M2 Z 5.49 5.49 0 %100 26 M3 Z 2.84 2.84 0 %100 27 M4 Z 2.84 2.84 0 %100 28 M5 Z 5.49 5.49 0 %100 29 M6 Z 2.84 2.84 0 %100 30 M7 Z 5.49 5.49 0 %100 31 M17 Z 6.86 6.86 0 %100 32 M18 Z 2.44 2.44 0 %100 33 M19 Z 2.44 2.44 0 %100 34 M20 Z 6.86 6.86 0 %100 35 M24 Z 6.86 6.86 0 %100 36 M25 Z 2.44 2.44 0 %100 37 M26 Z 2.44 2.44 0 %100 38 M27 Z 6.86 6.86 0 %100 39 M30 Z 2.85 2.85 0 %100 40 M33 Z 2.85 2.85 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 14 Member Distributed Loads (BLC 4 : WL 30) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 41 M36 Z 2.85 2.85 0 %100 42 M39 Z 2.85 2.85 0 %100 43 M42 Z 3.68 3.68 0 %100 44 M43 Z 3.68 3.68 0 %100 45 M48 Z 4.51 4.51 0 %100 46 M49 Z 4.51 4.51 0 %100 Member Distributed Loads (BLC 5 : WL 60) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -6.65 -6.65 0 %100 2 M2 X -2.84 -2.84 0 %100 3 M3 X -5.49 -5.49 0 %100 4 M4 X -5.49 -5.49 0 %100 5 M5 X -2.84 -2.84 0 %100 6 M6 X -5.49 -5.49 0 %100 7 M7 X -2.84 -2.84 0 %100 8 M17 X -3.3 -3.3 0 %100 9 M18 X -4.58 -4.58 0 %100 10 M19 X -4.58 -4.58 0 %100 11 M20 X -3.3 -3.3 0 %100 12 M24 X -3.3 -3.3 0 %100 13 M25 X -4.58 -4.58 0 %100 14 M26 X -4.58 -4.58 0 %100 15 M27 X -3.3 -3.3 0 %100 16 M30 X -4.94 -4.94 0 %100 17 M33 X -4.94 -4.94 0 %100 18 M36 X -4.94 -4.94 0 %100 19 M39 X -4.94 -4.94 0 %100 20 M42 X -1.74 -1.74 0 %100 21 M43 X -1.74 -1.74 0 %100 22 M48 X -4.51 -4.51 0 %100 23 M49 X -4.51 -4.51 0 %100 24 M1 Z 3.84 3.84 0 %100 25 M2 Z 1.64 1.64 0 %100 26 M3 Z 3.17 3.17 0 %100 27 M4 Z 3.17 3.17 0 %100 28 M5 Z 1.64 1.64 0 %100 29 M6 Z 3.17 3.17 0 %100 30 M7 Z 1.64 1.64 0 %100 31 M17 Z 1.91 1.91 0 %100 32 M18 Z 2.64 2.64 0 %100 33 M19 Z 2.64 2.64 0 %100 34 M20 Z 1.91 1.91 0 %100 35 M24 Z 1.91 1.91 0 %100 36 M25 Z 2.64 2.64 0 %100 37 M26 Z 2.64 2.64 0 %100 38 M27 Z 1.91 1.91 0 %100 39 M30 Z 2.85 2.85 0 %100 40 M33 Z 2.85 2.85 0 %100 41 M36 Z 2.85 2.85 0 %100 42 M39 Z 2.85 2.85 0 %100 43 M42 Z 1 1 0 %100 44 M43 Z 1 1 0 %100 45 M48 Z 2.61 2.61 0 %100 46 M49 Z 2.61 2.61 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 15 Member Distributed Loads (BLC 6 : WL 90) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -7.68 -7.68 0 %100 2 M2 X 0 0 0 %100 3 M3 X -7.32 -7.32 0 %100 4 M4 X -7.32 -7.32 0 %100 5 M5 X 0 0 0 %100 6 M6 X -7.32 -7.32 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X -6.28 -6.28 0 %100 10 M19 X -6.28 -6.28 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X -6.28 -6.28 0 %100 14 M26 X -6.28 -6.28 0 %100 15 M27 X 0 0 0 %100 16 M30 X -6.59 -6.59 0 %100 17 M33 X -6.59 -6.59 0 %100 18 M36 X -6.59 -6.59 0 %100 19 M39 X -6.59 -6.59 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X -5.21 -5.21 0 %100 23 M49 X -5.21 -5.21 0 %100 24 M1 Z 0 0 0 %100 25 M2 Z 0 0 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z 0 0 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z 0 0 0 %100 31 M17 Z 0 0 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z 0 0 0 %100 35 M24 Z 0 0 0 %100 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z 0 0 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z 0 0 0 %100 44 M43 Z 0 0 0 %100 45 M48 Z 0 0 0 %100 46 M49 Z 0 0 0 %100 Member Distributed Loads (BLC 7 : WL 120) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -6.65 -6.65 0 %100 2 M2 X -2.84 -2.84 0 %100 3 M3 X -5.49 -5.49 0 %100 4 M4 X -5.49 -5.49 0 %100 5 M5 X -2.84 -2.84 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 16 Member Distributed Loads (BLC 7 : WL 120) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 6 M6 X -5.49 -5.49 0 %100 7 M7 X -2.84 -2.84 0 %100 8 M17 X -3.3 -3.3 0 %100 9 M18 X -4.58 -4.58 0 %100 10 M19 X -4.58 -4.58 0 %100 11 M20 X -3.3 -3.3 0 %100 12 M24 X -3.3 -3.3 0 %100 13 M25 X -4.58 -4.58 0 %100 14 M26 X -4.58 -4.58 0 %100 15 M27 X -3.3 -3.3 0 %100 16 M30 X -4.94 -4.94 0 %100 17 M33 X -4.94 -4.94 0 %100 18 M36 X -4.94 -4.94 0 %100 19 M39 X -4.94 -4.94 0 %100 20 M42 X -1.74 -1.74 0 %100 21 M43 X -1.74 -1.74 0 %100 22 M48 X -4.51 -4.51 0 %100 23 M49 X -4.51 -4.51 0 %100 24 M1 Z -3.84 -3.84 0 %100 25 M2 Z -1.64 -1.64 0 %100 26 M3 Z -3.17 -3.17 0 %100 27 M4 Z -3.17 -3.17 0 %100 28 M5 Z -1.64 -1.64 0 %100 29 M6 Z -3.17 -3.17 0 %100 30 M7 Z -1.64 -1.64 0 %100 31 M17 Z -1.91 -1.91 0 %100 32 M18 Z -2.64 -2.64 0 %100 33 M19 Z -2.64 -2.64 0 %100 34 M20 Z -1.91 -1.91 0 %100 35 M24 Z -1.91 -1.91 0 %100 36 M25 Z -2.64 -2.64 0 %100 37 M26 Z -2.64 -2.64 0 %100 38 M27 Z -1.91 -1.91 0 %100 39 M30 Z -2.85 -2.85 0 %100 40 M33 Z -2.85 -2.85 0 %100 41 M36 Z -2.85 -2.85 0 %100 42 M39 Z -2.85 -2.85 0 %100 43 M42 Z -1 -1 0 %100 44 M43 Z -1 -1 0 %100 45 M48 Z -2.61 -2.61 0 %100 46 M49 Z -2.61 -2.61 0 %100 Member Distributed Loads (BLC 8 : WL 150) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -3.84 -3.84 0 %100 2 M2 X -3.17 -3.17 0 %100 3 M3 X -1.64 -1.64 0 %100 4 M4 X -1.64 -1.64 0 %100 5 M5 X -3.17 -3.17 0 %100 6 M6 X -1.64 -1.64 0 %100 7 M7 X -3.17 -3.17 0 %100 8 M17 X -3.96 -3.96 0 %100 9 M18 X -1.41 -1.41 0 %100 10 M19 X -1.41 -1.41 0 %100 11 M20 X -3.96 -3.96 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 17 Member Distributed Loads (BLC 8 : WL 150) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 12 M24 X -3.96 -3.96 0 %100 13 M25 X -1.41 -1.41 0 %100 14 M26 X -1.41 -1.41 0 %100 15 M27 X -3.96 -3.96 0 %100 16 M30 X -1.65 -1.65 0 %100 17 M33 X -1.65 -1.65 0 %100 18 M36 X -1.65 -1.65 0 %100 19 M39 X -1.65 -1.65 0 %100 20 M42 X -2.13 -2.13 0 %100 21 M43 X -2.13 -2.13 0 %100 22 M48 X -2.61 -2.61 0 %100 23 M49 X -2.61 -2.61 0 %100 24 M1 Z -6.65 -6.65 0 %100 25 M2 Z -5.49 -5.49 0 %100 26 M3 Z -2.84 -2.84 0 %100 27 M4 Z -2.84 -2.84 0 %100 28 M5 Z -5.49 -5.49 0 %100 29 M6 Z -2.84 -2.84 0 %100 30 M7 Z -5.49 -5.49 0 %100 31 M17 Z -6.86 -6.86 0 %100 32 M18 Z -2.44 -2.44 0 %100 33 M19 Z -2.44 -2.44 0 %100 34 M20 Z -6.86 -6.86 0 %100 35 M24 Z -6.86 -6.86 0 %100 36 M25 Z -2.44 -2.44 0 %100 37 M26 Z -2.44 -2.44 0 %100 38 M27 Z -6.86 -6.86 0 %100 39 M30 Z -2.85 -2.85 0 %100 40 M33 Z -2.85 -2.85 0 %100 41 M36 Z -2.85 -2.85 0 %100 42 M39 Z -2.85 -2.85 0 %100 43 M42 Z -3.68 -3.68 0 %100 44 M43 Z -3.68 -3.68 0 %100 45 M48 Z -4.51 -4.51 0 %100 46 M49 Z -4.51 -4.51 0 %100 Member Distributed Loads (BLC 9 : WL 180) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 18 Member Distributed Loads (BLC 9 : WL 180) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X 0 0 0 %100 23 M49 X 0 0 0 %100 24 M1 Z -7.68 -7.68 0 %100 25 M2 Z -7.32 -7.32 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z -7.32 -7.32 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z -7.32 -7.32 0 %100 31 M17 Z -9.15 -9.15 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z -9.15 -9.15 0 %100 35 M24 Z -9.15 -9.15 0 %100 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z -9.15 -9.15 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z -5.21 -5.21 0 %100 44 M43 Z -5.21 -5.21 0 %100 45 M48 Z -5.21 -5.21 0 %100 46 M49 Z -5.21 -5.21 0 %100 Member Distributed Loads (BLC 10 : WL 210) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 3.84 3.84 0 %100 2 M2 X 3.17 3.17 0 %100 3 M3 X 1.64 1.64 0 %100 4 M4 X 1.64 1.64 0 %100 5 M5 X 3.17 3.17 0 %100 6 M6 X 1.64 1.64 0 %100 7 M7 X 3.17 3.17 0 %100 8 M17 X 3.96 3.96 0 %100 9 M18 X 1.41 1.41 0 %100 10 M19 X 1.41 1.41 0 %100 11 M20 X 3.96 3.96 0 %100 12 M24 X 3.96 3.96 0 %100 13 M25 X 1.41 1.41 0 %100 14 M26 X 1.41 1.41 0 %100 15 M27 X 3.96 3.96 0 %100 16 M30 X 1.65 1.65 0 %100 17 M33 X 1.65 1.65 0 %100 18 M36 X 1.65 1.65 0 %100 19 M39 X 1.65 1.65 0 %100 20 M42 X 2.13 2.13 0 %100 21 M43 X 2.13 2.13 0 %100 22 M48 X 2.61 2.61 0 %100 23 M49 X 2.61 2.61 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 19 Member Distributed Loads (BLC 10 : WL 210) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 24 M1 Z -6.65 -6.65 0 %100 25 M2 Z -5.49 -5.49 0 %100 26 M3 Z -2.84 -2.84 0 %100 27 M4 Z -2.84 -2.84 0 %100 28 M5 Z -5.49 -5.49 0 %100 29 M6 Z -2.84 -2.84 0 %100 30 M7 Z -5.49 -5.49 0 %100 31 M17 Z -6.86 -6.86 0 %100 32 M18 Z -2.44 -2.44 0 %100 33 M19 Z -2.44 -2.44 0 %100 34 M20 Z -6.86 -6.86 0 %100 35 M24 Z -6.86 -6.86 0 %100 36 M25 Z -2.44 -2.44 0 %100 37 M26 Z -2.44 -2.44 0 %100 38 M27 Z -6.86 -6.86 0 %100 39 M30 Z -2.85 -2.85 0 %100 40 M33 Z -2.85 -2.85 0 %100 41 M36 Z -2.85 -2.85 0 %100 42 M39 Z -2.85 -2.85 0 %100 43 M42 Z -3.68 -3.68 0 %100 44 M43 Z -3.68 -3.68 0 %100 45 M48 Z -4.51 -4.51 0 %100 46 M49 Z -4.51 -4.51 0 %100 Member Distributed Loads (BLC 11 : WL 240) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 6.65 6.65 0 %100 2 M2 X 2.84 2.84 0 %100 3 M3 X 5.49 5.49 0 %100 4 M4 X 5.49 5.49 0 %100 5 M5 X 2.84 2.84 0 %100 6 M6 X 5.49 5.49 0 %100 7 M7 X 2.84 2.84 0 %100 8 M17 X 3.3 3.3 0 %100 9 M18 X 4.58 4.58 0 %100 10 M19 X 4.58 4.58 0 %100 11 M20 X 3.3 3.3 0 %100 12 M24 X 3.3 3.3 0 %100 13 M25 X 4.58 4.58 0 %100 14 M26 X 4.58 4.58 0 %100 15 M27 X 3.3 3.3 0 %100 16 M30 X 4.94 4.94 0 %100 17 M33 X 4.94 4.94 0 %100 18 M36 X 4.94 4.94 0 %100 19 M39 X 4.94 4.94 0 %100 20 M42 X 1.74 1.74 0 %100 21 M43 X 1.74 1.74 0 %100 22 M48 X 4.51 4.51 0 %100 23 M49 X 4.51 4.51 0 %100 24 M1 Z -3.84 -3.84 0 %100 25 M2 Z -1.64 -1.64 0 %100 26 M3 Z -3.17 -3.17 0 %100 27 M4 Z -3.17 -3.17 0 %100 28 M5 Z -1.64 -1.64 0 %100 29 M6 Z -3.17 -3.17 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 20 Member Distributed Loads (BLC 11 : WL 240) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 30 M7 Z -1.64 -1.64 0 %100 31 M17 Z -1.91 -1.91 0 %100 32 M18 Z -2.64 -2.64 0 %100 33 M19 Z -2.64 -2.64 0 %100 34 M20 Z -1.91 -1.91 0 %100 35 M24 Z -1.91 -1.91 0 %100 36 M25 Z -2.64 -2.64 0 %100 37 M26 Z -2.64 -2.64 0 %100 38 M27 Z -1.91 -1.91 0 %100 39 M30 Z -2.85 -2.85 0 %100 40 M33 Z -2.85 -2.85 0 %100 41 M36 Z -2.85 -2.85 0 %100 42 M39 Z -2.85 -2.85 0 %100 43 M42 Z -1 -1 0 %100 44 M43 Z -1 -1 0 %100 45 M48 Z -2.61 -2.61 0 %100 46 M49 Z -2.61 -2.61 0 %100 Member Distributed Loads (BLC 12 : WL 270) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 7.68 7.68 0 %100 2 M2 X 0 0 0 %100 3 M3 X 7.32 7.32 0 %100 4 M4 X 7.32 7.32 0 %100 5 M5 X 0 0 0 %100 6 M6 X 7.32 7.32 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 6.28 6.28 0 %100 10 M19 X 6.28 6.28 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 6.28 6.28 0 %100 14 M26 X 6.28 6.28 0 %100 15 M27 X 0 0 0 %100 16 M30 X 6.59 6.59 0 %100 17 M33 X 6.59 6.59 0 %100 18 M36 X 6.59 6.59 0 %100 19 M39 X 6.59 6.59 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X 5.21 5.21 0 %100 23 M49 X 5.21 5.21 0 %100 24 M1 Z 0 0 0 %100 25 M2 Z 0 0 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z 0 0 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z 0 0 0 %100 31 M17 Z 0 0 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z 0 0 0 %100 35 M24 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 21 Member Distributed Loads (BLC 12 : WL 270) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z 0 0 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z 0 0 0 %100 44 M43 Z 0 0 0 %100 45 M48 Z 0 0 0 %100 46 M49 Z 0 0 0 %100 Member Distributed Loads (BLC 13 : WL 300) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 6.65 6.65 0 %100 2 M2 X 2.84 2.84 0 %100 3 M3 X 5.49 5.49 0 %100 4 M4 X 5.49 5.49 0 %100 5 M5 X 2.84 2.84 0 %100 6 M6 X 5.49 5.49 0 %100 7 M7 X 2.84 2.84 0 %100 8 M17 X 3.3 3.3 0 %100 9 M18 X 4.58 4.58 0 %100 10 M19 X 4.58 4.58 0 %100 11 M20 X 3.3 3.3 0 %100 12 M24 X 3.3 3.3 0 %100 13 M25 X 4.58 4.58 0 %100 14 M26 X 4.58 4.58 0 %100 15 M27 X 3.3 3.3 0 %100 16 M30 X 4.94 4.94 0 %100 17 M33 X 4.94 4.94 0 %100 18 M36 X 4.94 4.94 0 %100 19 M39 X 4.94 4.94 0 %100 20 M42 X 1.74 1.74 0 %100 21 M43 X 1.74 1.74 0 %100 22 M48 X 4.51 4.51 0 %100 23 M49 X 4.51 4.51 0 %100 24 M1 Z 3.84 3.84 0 %100 25 M2 Z 1.64 1.64 0 %100 26 M3 Z 3.17 3.17 0 %100 27 M4 Z 3.17 3.17 0 %100 28 M5 Z 1.64 1.64 0 %100 29 M6 Z 3.17 3.17 0 %100 30 M7 Z 1.64 1.64 0 %100 31 M17 Z 1.91 1.91 0 %100 32 M18 Z 2.64 2.64 0 %100 33 M19 Z 2.64 2.64 0 %100 34 M20 Z 1.91 1.91 0 %100 35 M24 Z 1.91 1.91 0 %100 36 M25 Z 2.64 2.64 0 %100 37 M26 Z 2.64 2.64 0 %100 38 M27 Z 1.91 1.91 0 %100 39 M30 Z 2.85 2.85 0 %100 40 M33 Z 2.85 2.85 0 %100 41 M36 Z 2.85 2.85 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 22 Member Distributed Loads (BLC 13 : WL 300) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 42 M39 Z 2.85 2.85 0 %100 43 M42 Z 1 1 0 %100 44 M43 Z 1 1 0 %100 45 M48 Z 2.61 2.61 0 %100 46 M49 Z 2.61 2.61 0 %100 Member Distributed Loads (BLC 14 : WL 330) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 3.84 3.84 0 %100 2 M2 X 3.17 3.17 0 %100 3 M3 X 1.64 1.64 0 %100 4 M4 X 1.64 1.64 0 %100 5 M5 X 3.17 3.17 0 %100 6 M6 X 1.64 1.64 0 %100 7 M7 X 3.17 3.17 0 %100 8 M17 X 3.96 3.96 0 %100 9 M18 X 1.41 1.41 0 %100 10 M19 X 1.41 1.41 0 %100 11 M20 X 3.96 3.96 0 %100 12 M24 X 3.96 3.96 0 %100 13 M25 X 1.41 1.41 0 %100 14 M26 X 1.41 1.41 0 %100 15 M27 X 3.96 3.96 0 %100 16 M30 X 1.65 1.65 0 %100 17 M33 X 1.65 1.65 0 %100 18 M36 X 1.65 1.65 0 %100 19 M39 X 1.65 1.65 0 %100 20 M42 X 2.13 2.13 0 %100 21 M43 X 2.13 2.13 0 %100 22 M48 X 2.61 2.61 0 %100 23 M49 X 2.61 2.61 0 %100 24 M1 Z 6.65 6.65 0 %100 25 M2 Z 5.49 5.49 0 %100 26 M3 Z 2.84 2.84 0 %100 27 M4 Z 2.84 2.84 0 %100 28 M5 Z 5.49 5.49 0 %100 29 M6 Z 2.84 2.84 0 %100 30 M7 Z 5.49 5.49 0 %100 31 M17 Z 6.86 6.86 0 %100 32 M18 Z 2.44 2.44 0 %100 33 M19 Z 2.44 2.44 0 %100 34 M20 Z 6.86 6.86 0 %100 35 M24 Z 6.86 6.86 0 %100 36 M25 Z 2.44 2.44 0 %100 37 M26 Z 2.44 2.44 0 %100 38 M27 Z 6.86 6.86 0 %100 39 M30 Z 2.85 2.85 0 %100 40 M33 Z 2.85 2.85 0 %100 41 M36 Z 2.85 2.85 0 %100 42 M39 Z 2.85 2.85 0 %100 43 M42 Z 3.68 3.68 0 %100 44 M43 Z 3.68 3.68 0 %100 45 M48 Z 4.51 4.51 0 %100 46 M49 Z 4.51 4.51 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 23 Member Distributed Loads (BLC 27 : WLm 0) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X 0 0 0 %100 23 M49 X 0 0 0 %100 24 M1 Z 0.77 0.77 0 %100 25 M2 Z 0.73 0.73 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z 0.73 0.73 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z 0.73 0.73 0 %100 31 M17 Z 0.91 0.91 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z 0.91 0.91 0 %100 35 M24 Z 0.91 0.91 0 %100 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z 0.91 0.91 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z 0.52 0.52 0 %100 44 M43 Z 0.52 0.52 0 %100 45 M48 Z 0.52 0.52 0 %100 46 M49 Z 0.52 0.52 0 %100 Member Distributed Loads (BLC 28 : WLm 30) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.38 -0.38 0 %100 2 M2 X -0.32 -0.32 0 %100 3 M3 X -0.16 -0.16 0 %100 4 M4 X -0.16 -0.16 0 %100 5 M5 X -0.32 -0.32 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 24 Member Distributed Loads (BLC 28 : WLm 30) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 6 M6 X -0.16 -0.16 0 %100 7 M7 X -0.32 -0.32 0 %100 8 M17 X -0.39 -0.39 0 %100 9 M18 X -0.14 -0.14 0 %100 10 M19 X -0.14 -0.14 0 %100 11 M20 X -0.39 -0.39 0 %100 12 M24 X -0.39 -0.39 0 %100 13 M25 X -0.14 -0.14 0 %100 14 M26 X -0.14 -0.14 0 %100 15 M27 X -0.39 -0.39 0 %100 16 M30 X -0.16 -0.16 0 %100 17 M33 X -0.16 -0.16 0 %100 18 M36 X -0.16 -0.16 0 %100 19 M39 X -0.16 -0.16 0 %100 20 M42 X -0.21 -0.21 0 %100 21 M43 X -0.21 -0.21 0 %100 22 M48 X -0.26 -0.26 0 %100 23 M49 X -0.26 -0.26 0 %100 24 M1 Z 0.66 0.66 0 %100 25 M2 Z 0.55 0.55 0 %100 26 M3 Z 0.28 0.28 0 %100 27 M4 Z 0.28 0.28 0 %100 28 M5 Z 0.55 0.55 0 %100 29 M6 Z 0.28 0.28 0 %100 30 M7 Z 0.55 0.55 0 %100 31 M17 Z 0.68 0.68 0 %100 32 M18 Z 0.24 0.24 0 %100 33 M19 Z 0.24 0.24 0 %100 34 M20 Z 0.68 0.68 0 %100 35 M24 Z 0.68 0.68 0 %100 36 M25 Z 0.24 0.24 0 %100 37 M26 Z 0.24 0.24 0 %100 38 M27 Z 0.68 0.68 0 %100 39 M30 Z 0.28 0.28 0 %100 40 M33 Z 0.28 0.28 0 %100 41 M36 Z 0.28 0.28 0 %100 42 M39 Z 0.28 0.28 0 %100 43 M42 Z 0.37 0.37 0 %100 44 M43 Z 0.37 0.37 0 %100 45 M48 Z 0.45 0.45 0 %100 46 M49 Z 0.45 0.45 0 %100 Member Distributed Loads (BLC 29 : WLm 60) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.66 -0.66 0 %100 2 M2 X -0.28 -0.28 0 %100 3 M3 X -0.55 -0.55 0 %100 4 M4 X -0.55 -0.55 0 %100 5 M5 X -0.28 -0.28 0 %100 6 M6 X -0.55 -0.55 0 %100 7 M7 X -0.28 -0.28 0 %100 8 M17 X -0.33 -0.33 0 %100 9 M18 X -0.46 -0.46 0 %100 10 M19 X -0.46 -0.46 0 %100 11 M20 X -0.33 -0.33 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 25 Member Distributed Loads (BLC 29 : WLm 60) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 12 M24 X -0.33 -0.33 0 %100 13 M25 X -0.46 -0.46 0 %100 14 M26 X -0.46 -0.46 0 %100 15 M27 X -0.33 -0.33 0 %100 16 M30 X -0.49 -0.49 0 %100 17 M33 X -0.49 -0.49 0 %100 18 M36 X -0.49 -0.49 0 %100 19 M39 X -0.49 -0.49 0 %100 20 M42 X -0.17 -0.17 0 %100 21 M43 X -0.17 -0.17 0 %100 22 M48 X -0.45 -0.45 0 %100 23 M49 X -0.45 -0.45 0 %100 24 M1 Z 0.38 0.38 0 %100 25 M2 Z 0.16 0.16 0 %100 26 M3 Z 0.32 0.32 0 %100 27 M4 Z 0.32 0.32 0 %100 28 M5 Z 0.16 0.16 0 %100 29 M6 Z 0.32 0.32 0 %100 30 M7 Z 0.16 0.16 0 %100 31 M17 Z 0.19 0.19 0 %100 32 M18 Z 0.26 0.26 0 %100 33 M19 Z 0.26 0.26 0 %100 34 M20 Z 0.19 0.19 0 %100 35 M24 Z 0.19 0.19 0 %100 36 M25 Z 0.26 0.26 0 %100 37 M26 Z 0.26 0.26 0 %100 38 M27 Z 0.19 0.19 0 %100 39 M30 Z 0.28 0.28 0 %100 40 M33 Z 0.28 0.28 0 %100 41 M36 Z 0.28 0.28 0 %100 42 M39 Z 0.28 0.28 0 %100 43 M42 Z 0.1 0.1 0 %100 44 M43 Z 0.1 0.1 0 %100 45 M48 Z 0.26 0.26 0 %100 46 M49 Z 0.26 0.26 0 %100 Member Distributed Loads (BLC 30 : WLm 90) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.77 -0.77 0 %100 2 M2 X 0 0 0 %100 3 M3 X -0.73 -0.73 0 %100 4 M4 X -0.73 -0.73 0 %100 5 M5 X 0 0 0 %100 6 M6 X -0.73 -0.73 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X -0.63 -0.63 0 %100 10 M19 X -0.63 -0.63 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X -0.63 -0.63 0 %100 14 M26 X -0.63 -0.63 0 %100 15 M27 X 0 0 0 %100 16 M30 X -0.66 -0.66 0 %100 17 M33 X -0.66 -0.66 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 26 Member Distributed Loads (BLC 30 : WLm 90) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 18 M36 X -0.66 -0.66 0 %100 19 M39 X -0.66 -0.66 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X -0.52 -0.52 0 %100 23 M49 X -0.52 -0.52 0 %100 24 M1 Z 0 0 0 %100 25 M2 Z 0 0 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z 0 0 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z 0 0 0 %100 31 M17 Z 0 0 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z 0 0 0 %100 35 M24 Z 0 0 0 %100 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z 0 0 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z 0 0 0 %100 44 M43 Z 0 0 0 %100 45 M48 Z 0 0 0 %100 46 M49 Z 0 0 0 %100 Member Distributed Loads (BLC 31 : WLm 120) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.66 -0.66 0 %100 2 M2 X -0.28 -0.28 0 %100 3 M3 X -0.55 -0.55 0 %100 4 M4 X -0.55 -0.55 0 %100 5 M5 X -0.28 -0.28 0 %100 6 M6 X -0.55 -0.55 0 %100 7 M7 X -0.28 -0.28 0 %100 8 M17 X -0.33 -0.33 0 %100 9 M18 X -0.46 -0.46 0 %100 10 M19 X -0.46 -0.46 0 %100 11 M20 X -0.33 -0.33 0 %100 12 M24 X -0.33 -0.33 0 %100 13 M25 X -0.46 -0.46 0 %100 14 M26 X -0.46 -0.46 0 %100 15 M27 X -0.33 -0.33 0 %100 16 M30 X -0.49 -0.49 0 %100 17 M33 X -0.49 -0.49 0 %100 18 M36 X -0.49 -0.49 0 %100 19 M39 X -0.49 -0.49 0 %100 20 M42 X -0.17 -0.17 0 %100 21 M43 X -0.17 -0.17 0 %100 22 M48 X -0.45 -0.45 0 %100 23 M49 X -0.45 -0.45 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 27 Member Distributed Loads (BLC 31 : WLm 120) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 24 M1 Z -0.38 -0.38 0 %100 25 M2 Z -0.16 -0.16 0 %100 26 M3 Z -0.32 -0.32 0 %100 27 M4 Z -0.32 -0.32 0 %100 28 M5 Z -0.16 -0.16 0 %100 29 M6 Z -0.32 -0.32 0 %100 30 M7 Z -0.16 -0.16 0 %100 31 M17 Z -0.19 -0.19 0 %100 32 M18 Z -0.26 -0.26 0 %100 33 M19 Z -0.26 -0.26 0 %100 34 M20 Z -0.19 -0.19 0 %100 35 M24 Z -0.19 -0.19 0 %100 36 M25 Z -0.26 -0.26 0 %100 37 M26 Z -0.26 -0.26 0 %100 38 M27 Z -0.19 -0.19 0 %100 39 M30 Z -0.28 -0.28 0 %100 40 M33 Z -0.28 -0.28 0 %100 41 M36 Z -0.28 -0.28 0 %100 42 M39 Z -0.28 -0.28 0 %100 43 M42 Z -0.1 -0.1 0 %100 44 M43 Z -0.1 -0.1 0 %100 45 M48 Z -0.26 -0.26 0 %100 46 M49 Z -0.26 -0.26 0 %100 Member Distributed Loads (BLC 32 : WLm 150) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.38 -0.38 0 %100 2 M2 X -0.32 -0.32 0 %100 3 M3 X -0.16 -0.16 0 %100 4 M4 X -0.16 -0.16 0 %100 5 M5 X -0.32 -0.32 0 %100 6 M6 X -0.16 -0.16 0 %100 7 M7 X -0.32 -0.32 0 %100 8 M17 X -0.39 -0.39 0 %100 9 M18 X -0.14 -0.14 0 %100 10 M19 X -0.14 -0.14 0 %100 11 M20 X -0.39 -0.39 0 %100 12 M24 X -0.39 -0.39 0 %100 13 M25 X -0.14 -0.14 0 %100 14 M26 X -0.14 -0.14 0 %100 15 M27 X -0.39 -0.39 0 %100 16 M30 X -0.16 -0.16 0 %100 17 M33 X -0.16 -0.16 0 %100 18 M36 X -0.16 -0.16 0 %100 19 M39 X -0.16 -0.16 0 %100 20 M42 X -0.21 -0.21 0 %100 21 M43 X -0.21 -0.21 0 %100 22 M48 X -0.26 -0.26 0 %100 23 M49 X -0.26 -0.26 0 %100 24 M1 Z -0.66 -0.66 0 %100 25 M2 Z -0.55 -0.55 0 %100 26 M3 Z -0.28 -0.28 0 %100 27 M4 Z -0.28 -0.28 0 %100 28 M5 Z -0.55 -0.55 0 %100 29 M6 Z -0.28 -0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 28 Member Distributed Loads (BLC 32 : WLm 150) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 30 M7 Z -0.55 -0.55 0 %100 31 M17 Z -0.68 -0.68 0 %100 32 M18 Z -0.24 -0.24 0 %100 33 M19 Z -0.24 -0.24 0 %100 34 M20 Z -0.68 -0.68 0 %100 35 M24 Z -0.68 -0.68 0 %100 36 M25 Z -0.24 -0.24 0 %100 37 M26 Z -0.24 -0.24 0 %100 38 M27 Z -0.68 -0.68 0 %100 39 M30 Z -0.28 -0.28 0 %100 40 M33 Z -0.28 -0.28 0 %100 41 M36 Z -0.28 -0.28 0 %100 42 M39 Z -0.28 -0.28 0 %100 43 M42 Z -0.37 -0.37 0 %100 44 M43 Z -0.37 -0.37 0 %100 45 M48 Z -0.45 -0.45 0 %100 46 M49 Z -0.45 -0.45 0 %100 Member Distributed Loads (BLC 33 : WLm 180) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X 0 0 0 %100 23 M49 X 0 0 0 %100 24 M1 Z -0.77 -0.77 0 %100 25 M2 Z -0.73 -0.73 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z -0.73 -0.73 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z -0.73 -0.73 0 %100 31 M17 Z -0.91 -0.91 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z -0.91 -0.91 0 %100 35 M24 Z -0.91 -0.91 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 29 Member Distributed Loads (BLC 33 : WLm 180) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z -0.91 -0.91 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z -0.52 -0.52 0 %100 44 M43 Z -0.52 -0.52 0 %100 45 M48 Z -0.52 -0.52 0 %100 46 M49 Z -0.52 -0.52 0 %100 Member Distributed Loads (BLC 34 : WLm 210) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.38 0.38 0 %100 2 M2 X 0.32 0.32 0 %100 3 M3 X 0.16 0.16 0 %100 4 M4 X 0.16 0.16 0 %100 5 M5 X 0.32 0.32 0 %100 6 M6 X 0.16 0.16 0 %100 7 M7 X 0.32 0.32 0 %100 8 M17 X 0.39 0.39 0 %100 9 M18 X 0.14 0.14 0 %100 10 M19 X 0.14 0.14 0 %100 11 M20 X 0.39 0.39 0 %100 12 M24 X 0.39 0.39 0 %100 13 M25 X 0.14 0.14 0 %100 14 M26 X 0.14 0.14 0 %100 15 M27 X 0.39 0.39 0 %100 16 M30 X 0.16 0.16 0 %100 17 M33 X 0.16 0.16 0 %100 18 M36 X 0.16 0.16 0 %100 19 M39 X 0.16 0.16 0 %100 20 M42 X 0.21 0.21 0 %100 21 M43 X 0.21 0.21 0 %100 22 M48 X 0.26 0.26 0 %100 23 M49 X 0.26 0.26 0 %100 24 M1 Z -0.66 -0.66 0 %100 25 M2 Z -0.55 -0.55 0 %100 26 M3 Z -0.28 -0.28 0 %100 27 M4 Z -0.28 -0.28 0 %100 28 M5 Z -0.55 -0.55 0 %100 29 M6 Z -0.28 -0.28 0 %100 30 M7 Z -0.55 -0.55 0 %100 31 M17 Z -0.68 -0.68 0 %100 32 M18 Z -0.24 -0.24 0 %100 33 M19 Z -0.24 -0.24 0 %100 34 M20 Z -0.68 -0.68 0 %100 35 M24 Z -0.68 -0.68 0 %100 36 M25 Z -0.24 -0.24 0 %100 37 M26 Z -0.24 -0.24 0 %100 38 M27 Z -0.68 -0.68 0 %100 39 M30 Z -0.28 -0.28 0 %100 40 M33 Z -0.28 -0.28 0 %100 41 M36 Z -0.28 -0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 30 Member Distributed Loads (BLC 34 : WLm 210) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 42 M39 Z -0.28 -0.28 0 %100 43 M42 Z -0.37 -0.37 0 %100 44 M43 Z -0.37 -0.37 0 %100 45 M48 Z -0.45 -0.45 0 %100 46 M49 Z -0.45 -0.45 0 %100 Member Distributed Loads (BLC 35 : WLm 240) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.66 0.66 0 %100 2 M2 X 0.28 0.28 0 %100 3 M3 X 0.55 0.55 0 %100 4 M4 X 0.55 0.55 0 %100 5 M5 X 0.28 0.28 0 %100 6 M6 X 0.55 0.55 0 %100 7 M7 X 0.28 0.28 0 %100 8 M17 X 0.33 0.33 0 %100 9 M18 X 0.46 0.46 0 %100 10 M19 X 0.46 0.46 0 %100 11 M20 X 0.33 0.33 0 %100 12 M24 X 0.33 0.33 0 %100 13 M25 X 0.46 0.46 0 %100 14 M26 X 0.46 0.46 0 %100 15 M27 X 0.33 0.33 0 %100 16 M30 X 0.49 0.49 0 %100 17 M33 X 0.49 0.49 0 %100 18 M36 X 0.49 0.49 0 %100 19 M39 X 0.49 0.49 0 %100 20 M42 X 0.17 0.17 0 %100 21 M43 X 0.17 0.17 0 %100 22 M48 X 0.45 0.45 0 %100 23 M49 X 0.45 0.45 0 %100 24 M1 Z -0.38 -0.38 0 %100 25 M2 Z -0.16 -0.16 0 %100 26 M3 Z -0.32 -0.32 0 %100 27 M4 Z -0.32 -0.32 0 %100 28 M5 Z -0.16 -0.16 0 %100 29 M6 Z -0.32 -0.32 0 %100 30 M7 Z -0.16 -0.16 0 %100 31 M17 Z -0.19 -0.19 0 %100 32 M18 Z -0.26 -0.26 0 %100 33 M19 Z -0.26 -0.26 0 %100 34 M20 Z -0.19 -0.19 0 %100 35 M24 Z -0.19 -0.19 0 %100 36 M25 Z -0.26 -0.26 0 %100 37 M26 Z -0.26 -0.26 0 %100 38 M27 Z -0.19 -0.19 0 %100 39 M30 Z -0.28 -0.28 0 %100 40 M33 Z -0.28 -0.28 0 %100 41 M36 Z -0.28 -0.28 0 %100 42 M39 Z -0.28 -0.28 0 %100 43 M42 Z -0.1 -0.1 0 %100 44 M43 Z -0.1 -0.1 0 %100 45 M48 Z -0.26 -0.26 0 %100 46 M49 Z -0.26 -0.26 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 31 Member Distributed Loads (BLC 36 : WLm 270) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.77 0.77 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0.73 0.73 0 %100 4 M4 X 0.73 0.73 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0.73 0.73 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0.63 0.63 0 %100 10 M19 X 0.63 0.63 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0.63 0.63 0 %100 14 M26 X 0.63 0.63 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0.66 0.66 0 %100 17 M33 X 0.66 0.66 0 %100 18 M36 X 0.66 0.66 0 %100 19 M39 X 0.66 0.66 0 %100 20 M42 X 0 0 0 %100 21 M43 X 0 0 0 %100 22 M48 X 0.52 0.52 0 %100 23 M49 X 0.52 0.52 0 %100 24 M1 Z 0 0 0 %100 25 M2 Z 0 0 0 %100 26 M3 Z 0 0 0 %100 27 M4 Z 0 0 0 %100 28 M5 Z 0 0 0 %100 29 M6 Z 0 0 0 %100 30 M7 Z 0 0 0 %100 31 M17 Z 0 0 0 %100 32 M18 Z 0 0 0 %100 33 M19 Z 0 0 0 %100 34 M20 Z 0 0 0 %100 35 M24 Z 0 0 0 %100 36 M25 Z 0 0 0 %100 37 M26 Z 0 0 0 %100 38 M27 Z 0 0 0 %100 39 M30 Z 0 0 0 %100 40 M33 Z 0 0 0 %100 41 M36 Z 0 0 0 %100 42 M39 Z 0 0 0 %100 43 M42 Z 0 0 0 %100 44 M43 Z 0 0 0 %100 45 M48 Z 0 0 0 %100 46 M49 Z 0 0 0 %100 Member Distributed Loads (BLC 37 : WLm 300) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.66 0.66 0 %100 2 M2 X 0.28 0.28 0 %100 3 M3 X 0.55 0.55 0 %100 4 M4 X 0.55 0.55 0 %100 5 M5 X 0.28 0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 32 Member Distributed Loads (BLC 37 : WLm 300) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 6 M6 X 0.55 0.55 0 %100 7 M7 X 0.28 0.28 0 %100 8 M17 X 0.33 0.33 0 %100 9 M18 X 0.46 0.46 0 %100 10 M19 X 0.46 0.46 0 %100 11 M20 X 0.33 0.33 0 %100 12 M24 X 0.33 0.33 0 %100 13 M25 X 0.46 0.46 0 %100 14 M26 X 0.46 0.46 0 %100 15 M27 X 0.33 0.33 0 %100 16 M30 X 0.49 0.49 0 %100 17 M33 X 0.49 0.49 0 %100 18 M36 X 0.49 0.49 0 %100 19 M39 X 0.49 0.49 0 %100 20 M42 X 0.17 0.17 0 %100 21 M43 X 0.17 0.17 0 %100 22 M48 X 0.45 0.45 0 %100 23 M49 X 0.45 0.45 0 %100 24 M1 Z 0.38 0.38 0 %100 25 M2 Z 0.16 0.16 0 %100 26 M3 Z 0.32 0.32 0 %100 27 M4 Z 0.32 0.32 0 %100 28 M5 Z 0.16 0.16 0 %100 29 M6 Z 0.32 0.32 0 %100 30 M7 Z 0.16 0.16 0 %100 31 M17 Z 0.19 0.19 0 %100 32 M18 Z 0.26 0.26 0 %100 33 M19 Z 0.26 0.26 0 %100 34 M20 Z 0.19 0.19 0 %100 35 M24 Z 0.19 0.19 0 %100 36 M25 Z 0.26 0.26 0 %100 37 M26 Z 0.26 0.26 0 %100 38 M27 Z 0.19 0.19 0 %100 39 M30 Z 0.28 0.28 0 %100 40 M33 Z 0.28 0.28 0 %100 41 M36 Z 0.28 0.28 0 %100 42 M39 Z 0.28 0.28 0 %100 43 M42 Z 0.1 0.1 0 %100 44 M43 Z 0.1 0.1 0 %100 45 M48 Z 0.26 0.26 0 %100 46 M49 Z 0.26 0.26 0 %100 Member Distributed Loads (BLC 38 : WLm 330) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.38 0.38 0 %100 2 M2 X 0.32 0.32 0 %100 3 M3 X 0.16 0.16 0 %100 4 M4 X 0.16 0.16 0 %100 5 M5 X 0.32 0.32 0 %100 6 M6 X 0.16 0.16 0 %100 7 M7 X 0.32 0.32 0 %100 8 M17 X 0.39 0.39 0 %100 9 M18 X 0.14 0.14 0 %100 10 M19 X 0.14 0.14 0 %100 11 M20 X 0.39 0.39 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 33 Member Distributed Loads (BLC 38 : WLm 330) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 12 M24 X 0.39 0.39 0 %100 13 M25 X 0.14 0.14 0 %100 14 M26 X 0.14 0.14 0 %100 15 M27 X 0.39 0.39 0 %100 16 M30 X 0.16 0.16 0 %100 17 M33 X 0.16 0.16 0 %100 18 M36 X 0.16 0.16 0 %100 19 M39 X 0.16 0.16 0 %100 20 M42 X 0.21 0.21 0 %100 21 M43 X 0.21 0.21 0 %100 22 M48 X 0.26 0.26 0 %100 23 M49 X 0.26 0.26 0 %100 24 M1 Z 0.66 0.66 0 %100 25 M2 Z 0.55 0.55 0 %100 26 M3 Z 0.28 0.28 0 %100 27 M4 Z 0.28 0.28 0 %100 28 M5 Z 0.55 0.55 0 %100 29 M6 Z 0.28 0.28 0 %100 30 M7 Z 0.55 0.55 0 %100 31 M17 Z 0.68 0.68 0 %100 32 M18 Z 0.24 0.24 0 %100 33 M19 Z 0.24 0.24 0 %100 34 M20 Z 0.68 0.68 0 %100 35 M24 Z 0.68 0.68 0 %100 36 M25 Z 0.24 0.24 0 %100 37 M26 Z 0.24 0.24 0 %100 38 M27 Z 0.68 0.68 0 %100 39 M30 Z 0.28 0.28 0 %100 40 M33 Z 0.28 0.28 0 %100 41 M36 Z 0.28 0.28 0 %100 42 M39 Z 0.28 0.28 0 %100 43 M42 Z 0.37 0.37 0 %100 44 M43 Z 0.37 0.37 0 %100 45 M48 Z 0.45 0.45 0 %100 46 M49 Z 0.45 0.45 0 %100 Member Distributed Loads (BLC 39 : Ev) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Y -2.14 -2.14 0 %100 2 M2 Y -1.32 -1.32 0 %100 3 M3 Y -1.32 -1.32 0 %100 4 M4 Y -1.32 -1.32 0 %100 5 M5 Y -1.32 -1.32 0 %100 6 M6 Y -1.32 -1.32 0 %100 7 M7 Y -1.32 -1.32 0 %100 8 M17 Y -0.93 -0.93 0 %100 9 M18 Y -0.93 -0.93 0 %100 10 M19 Y -0.93 -0.93 0 %100 11 M20 Y -0.93 -0.93 0 %100 12 M24 Y -0.93 -0.93 0 %100 13 M25 Y -0.93 -0.93 0 %100 14 M26 Y -0.93 -0.93 0 %100 15 M27 Y -0.93 -0.93 0 %100 16 M30 Y -0.95 -0.95 0 %100 17 M33 Y -0.95 -0.95 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 34 Member Distributed Loads (BLC 39 : Ev) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 18 M36 Y -0.95 -0.95 0 %100 19 M39 Y -0.95 -0.95 0 %100 20 M42 Y -1.06 -1.06 0 %100 21 M43 Y -1.06 -1.06 0 %100 22 M48 Y -1.06 -1.06 0 %100 23 M49 Y -1.06 -1.06 0 %100 Member Distributed Loads (BLC 40 : Ehx) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 4.28 4.28 0 %100 2 M2 X 2.65 2.65 0 %100 3 M3 X 2.65 2.65 0 %100 4 M4 X 2.65 2.65 0 %100 5 M5 X 2.65 2.65 0 %100 6 M6 X 2.65 2.65 0 %100 7 M7 X 2.65 2.65 0 %100 8 M17 X 1.86 1.86 0 %100 9 M18 X 1.86 1.86 0 %100 10 M19 X 1.86 1.86 0 %100 11 M20 X 1.86 1.86 0 %100 12 M24 X 1.86 1.86 0 %100 13 M25 X 1.86 1.86 0 %100 14 M26 X 1.86 1.86 0 %100 15 M27 X 1.86 1.86 0 %100 16 M30 X 1.9 1.9 0 %100 17 M33 X 1.9 1.9 0 %100 18 M36 X 1.9 1.9 0 %100 19 M39 X 1.9 1.9 0 %100 20 M42 X 2.11 2.11 0 %100 21 M43 X 2.11 2.11 0 %100 22 M48 X 2.11 2.11 0 %100 23 M49 X 2.11 2.11 0 %100 Member Distributed Loads (BLC 41 : Ehz) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Z 4.28 4.28 0 %100 2 M2 Z 2.65 2.65 0 %100 3 M3 Z 2.65 2.65 0 %100 4 M4 Z 2.65 2.65 0 %100 5 M5 Z 2.65 2.65 0 %100 6 M6 Z 2.65 2.65 0 %100 7 M7 Z 2.65 2.65 0 %100 8 M17 Z 1.86 1.86 0 %100 9 M18 Z 1.86 1.86 0 %100 10 M19 Z 1.86 1.86 0 %100 11 M20 Z 1.86 1.86 0 %100 12 M24 Z 1.86 1.86 0 %100 13 M25 Z 1.86 1.86 0 %100 14 M26 Z 1.86 1.86 0 %100 15 M27 Z 1.86 1.86 0 %100 16 M30 Z 1.9 1.9 0 %100 17 M33 Z 1.9 1.9 0 %100 18 M36 Z 1.9 1.9 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 35 Member Distributed Loads (BLC 41 : Ehz) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 19 M39 Z 1.9 1.9 0 %100 20 M42 Z 2.11 2.11 0 %100 21 M43 Z 2.11 2.11 0 %100 22 M48 Z 2.11 2.11 0 %100 23 M49 Z 2.11 2.11 0 %100 Basic Load Cases BLC Description Category Y Gravity Nodal Distributed 1 DL None -1 6 2 DLi None 3 WL 0 None 12 46 4 WL 30 None 12 46 5 WL 60 None 12 46 6 WL 90 None 12 46 7 WL 120 None 12 46 8 WL 150 None 12 46 9 WL 180 None 12 46 10 WL 210 None 12 46 11 WL 240 None 12 46 12 WL 270 None 12 46 13 WL 300 None 12 46 14 WL 330 None 12 46 15 WLi 0 None 16 WLi 30 None 17 WLi 60 None 18 WLi 90 None 19 WLi 120 None 20 WLi 150 None 21 WLi 180 None 22 WLi 210 None 23 WLi 240 None 24 WLi 270 None 25 WLi 300 None 26 WLi 330 None 27 WLm 0 None 12 46 28 WLm 30 None 12 46 29 WLm 60 None 12 46 30 WLm 90 None 12 46 31 WLm 120 None 12 46 32 WLm 150 None 12 46 33 WLm 180 None 12 46 34 WLm 210 None 12 46 35 WLm 240 None 12 46 36 WLm 270 None 12 46 37 WLm 300 None 12 46 38 WLm 330 None 12 46 39 Ev None 6 23 40 Ehx None 6 23 41 Ehz None 6 23 42 Lm None 43 Lv None Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 36 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4 DL Yes Y 1 1.4 2 1.2 DL + 1.0 WL (0)Yes Y 1 1.2 3 1 3 1.2 DL + 1.0 WL (30)Yes Y 1 1.2 4 1 4 1.2 DL + 1.0 WL (60)Yes Y 1 1.2 5 1 5 1.2 DL + 1.0 WL (90)Yes Y 1 1.2 6 1 6 1.2 DL + 1.0 WL (120)Yes Y 1 1.2 7 1 7 1.2 DL + 1.0 WL (150)Yes Y 1 1.2 8 1 8 1.2 DL + 1.0 WL (180)Yes Y 1 1.2 9 1 9 1.2 DL + 1.0 WL (210)Yes Y 1 1.2 10 1 10 1.2 DL + 1.0 WL (240)Yes Y 1 1.2 11 1 11 1.2 DL + 1.0 WL (270)Yes Y 1 1.2 12 1 12 1.2 DL + 1.0 WL (300)Yes Y 1 1.2 13 1 13 1.2 DL + 1.0 WL (330)Yes Y 1 1.2 14 1 14 1.2 DL + 1.0 DLi + 1.0 WLi (0)Yes Y 1 1.2 2 1 15 1 15 1.2 DL + 1.0 DLi + 1.0 WLi (30)Yes Y 1 1.2 2 1 16 1 16 1.2 DL + 1.0 DLi + 1.0 WLi (60)Yes Y 1 1.2 2 1 17 1 17 1.2 DL + 1.0 DLi + 1.0 WLi (90)Yes Y 1 1.2 2 1 18 1 18 1.2 DL + 1.0 DLi + 1.0 WLi (120)Yes Y 1 1.2 2 1 19 1 19 1.2 DL + 1.0 DLi + 1.0 WLi (150)Yes Y 1 1.2 2 1 20 1 20 1.2 DL + 1.0 DLi + 1.0 WLi (180)Yes Y 1 1.2 2 1 21 1 21 1.2 DL + 1.0 DLi + 1.0 WLi (210)Yes Y 1 1.2 2 1 22 1 22 1.2 DL + 1.0 DLi + 1.0 WLi (240)Yes Y 1 1.2 2 1 23 1 23 1.2 DL + 1.0 DLi + 1.0 WLi (270)Yes Y 1 1.2 2 1 24 1 24 1.2 DL + 1.0 DLi + 1.0 WLi (300)Yes Y 1 1.2 2 1 25 1 25 1.2 DL + 1.0 DLi + 1.0 WLi (330)Yes Y 1 1.2 2 1 26 1 26 1.2 DL + 1.5 Lm + 1.0 WLm (0)Yes Y 1 1.2 42 1.5 27 1 27 1.2 DL + 1.5 Lm + 1.0 WLm (30)Yes Y 1 1.2 42 1.5 28 1 28 1.2 DL + 1.5 Lm + 1.0 WLm (60)Yes Y 1 1.2 42 1.5 29 1 29 1.2 DL + 1.5 Lm + 1.0WLm (90)Yes Y 1 1.2 42 1.5 30 1 30 1.2 DL + 1.5 Lm + 1.0 WLm (120)Yes Y 1 1.2 42 1.5 31 1 31 1.2 DL + 1.5 Lm + 1.0 WLm (150)Yes Y 1 1.2 42 1.5 32 1 32 1.2 DL + 1.5 Lm + 1.0 WLm (180)Yes Y 1 1.2 42 1.5 33 1 33 1.2 DL + 1.5 Lm + 1.0 WLm (210)Yes Y 1 1.2 42 1.5 34 1 34 1.2 DL + 1.5 Lm + 1.0 WLm (240)Yes Y 1 1.2 42 1.5 35 1 35 1.2 DL + 1.5 Lm + 1.0 WLm (270)Yes Y 1 1.2 42 1.5 36 1 SL 0.2 36 1.2 DL + 1.5 Lm + 1.0 WLm (300)Yes Y 1 1.2 42 1.5 37 1 SL 0.2 37 1.2 DL + 1.5 Lm + 1.0 WLm (330)Yes Y 1 1.2 42 1.5 38 1 SL 0.2 38 1.2 DL + 1.5 Lv Yes Y 1 1.2 43 1.5 SL 0.2 39 1.2 DL + 1.0 Ev + 1.0 Eh (0)Yes Y 1 1.2 39 1 40 41 1 40 1.2 DL + 1.0 Ev + 1.0 Eh (30)Yes Y 1 1.2 39 1 40 -0.5 41 0.866 41 1.2 DL + 1.0 Ev + 1.0 Eh (60)Yes Y 1 1.2 39 1 40 -0.866 41 0.5 42 1.2 DL + 1.0 Ev + 1.0 Eh (90)Yes Y 1 1.2 39 1 40 -1 41 43 1.2 DL + 1.0 Ev + 1.0 Eh (120)Yes Y 1 1.2 39 1 40 -0.866 41 -0.5 44 1.2 DL + 1.0 Ev + 1.0 Eh (150)Yes Y 1 1.2 39 1 40 -0.5 41 -0.866 45 1.2 DL + 1.0 Ev + 1.0 Eh (180)Yes Y 1 1.2 39 1 40 41 -1 46 1.2 DL + 1.0 Ev + 1.0 Eh (210)Yes Y 1 1.2 39 1 40 0.5 41 -0.866 47 1.2 DL + 1.0 Ev + 1.0 Eh (240)Yes Y 1 1.2 39 1 40 0.866 41 -0.5 48 1.2 DL + 1.0 Ev + 1.0 Eh (270)Yes Y 1 1.2 39 1 40 1 41 49 1.2 DL + 1.0 Ev + 1.0 Eh (300)Yes Y 1 1.2 39 1 40 0.866 41 0.5 50 1.2 DL + 1.0 Ev + 1.0 Eh (330)Yes Y 1 1.2 39 1 40 0.5 41 0.866 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A A&B Checked By : __________ 12/17/2025 8:59:05 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL A&B Loads.r…Page 37 Envelope Node Reactions Node Label X [lb]LC Y [lb]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC 1 N44 max 2727.759 8 735.937 7 601.38 6 0 50 0 50 0 50 2 min -908.62 2 -353.789 13 -290.647 12 0 1 0 1 0 1 3 N41A max 2754.285 2 730.92 3 409.17 10 0 50 0 50 0 50 4 min -853.639 8 -362.184 9 -717.478 4 0 1 0 1 0 1 5 N42A max 804.544 8 794.297 13 513.544 6 0 50 0 50 0 50 6 min -2708.189 2 -300.812 7 -806.341 12 0 1 0 1 0 1 7 N43 max 862.577 2 799.213 9 694.393 10 0 50 0 50 0 50 8 min -2678.611 8 -292.316 3 -404.814 4 0 1 0 1 0 1 9 Totals:max 808.954 6 1098.618 47 1023.453 8 10 min -808.853 12 876.57 4 -1023.442 2 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[in]LCShear Check Loc[in]DirLCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 1 M1 PIPE_3.0 0.91 120 9 0.112 120 2 38176.7 65205 5748.75 5748.75 1 H1-1b 2 M2 HSS2X2X3 0.172 37.5 2 0.113 37.5 y 1224404.755 49266 2749.65 2749.65 1.517H1-1b 3 M3 HSS2X2X3 0.404 37.5 10 0.103 58.594 y 1224404.755 49266 2749.65 2749.65 1.42 H1-1b 4 M4 HSS2X2X3 0.351 37.5 6 0.091 58.594 y 4 24404.755 49266 2749.65 2749.65 1.413H1-1b 5 M5 HSS2X2X3 0.228 37.5 8 0.116 37.5 y 1024404.755 49266 2749.65 2749.65 1.56 H1-1b 6 M6 HSS2X2X3 0.97 37.5 2 0.349 58.594 z 1124404.755 49266 2749.65 2749.65 1.527H1-1b 7 M7 HSS2X2X3 0.726 37.5 11 0.206 75 y 8 24404.755 49266 2749.65 2749.65 1.402H1-1b 8 M17 L2.5X2.5X3 0.646 37.5 2 0.034 37.5 y 13 8406.906 29192.4 872.574 1641.741 1.5 H2-1 9 M18 L2.5X2.5X3 0.168 0 3 0.019 16 z 2 27294.335 29192.4 872.574 1971.83 1.02 H2-1 10 M19 L2.5X2.5X3 0.174 0 13 0.032 0 y 1327294.335 29192.4 872.574 1971.83 1.5 H2-1 11 M20 L2.5X2.5X3 0.645 37.5 13 0.042 37.5 y 13 8406.906 29192.4 872.574 1641.741 1.5 H2-1 12 M24 L2.5X2.5X3 0.633 37.5 9 0.036 0 y 9 8406.906 29192.4 872.574 1641.741 1.5 H2-1 13 M25 L2.5X2.5X3 0.172 16 9 0.026 16 y 1027294.335 29192.4 872.574 1971.83 1.5 H2-1 14 M26 L2.5X2.5X3 0.162 16 7 0.016 16 z 1227294.335 29192.4 872.574 1971.83 1.046 H2-1 15 M27 L2.5X2.5X3 0.688 37.5 8 0.033 37.5 y 9 8406.906 29192.4 872.574 1641.741 1.5 H2-1 16 M30 L3X2X3 0.171 1.5 2 0.169 1.5 y 2 27424.524 29710.8 624.859 1826.97 1.27 H2-1 17 M33 L3X2X3 0.154 1.5 8 0.171 3 y 8 27424.524 29710.8 624.859 1836.104 1.308 H2-1 18 M36 L3X2X3 0.16 1.5 2 0.172 3 y 2 27424.524 29710.8 624.859 1840.34 1.325 H2-1 19 M39 L3X2X3 0.142 1.5 8 0.172 1.5 y 8 27424.524 29710.8 624.859 1847.515 1.357 H2-1 20 M42 PIPE_2.0 0.21 30 3 0.039 30 8 23808.54 32130 1871.625 1871.625 1 H1-1b 21 M43 PIPE_2.0 0.276 30 9 0.067 30 8 23808.54 32130 1871.625 1871.625 1 H1-1b 22 M48 PIPE_2.0 0.056 12.5 2 0.014 47.5 13 23808.54 32130 1871.625 1871.625 1 H1-1b 23 M49 PIPE_2.0 0.107 47.5 8 0.02 12.5 50 23808.54 32130 1871.625 1871.625 1 H1-1b 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com -GAMMA/DELTA SECTOR MOUNTS Network Connex DK P-062959 IE04609A C&D C/D Mount Model1 Dec 17, 2025 IE04609A_MOUNT MODEL C&D … Network Connex DK P-062959 IE04609A C&D C/D Loading2 Dec 17, 2025 IE04609A_MOUNT MODEL C&D … Network Connex DK P-062959 IE04609A C&D C/D Usage3 Dec 17, 2025 IE04609A_MOUNT MODEL C&D … Network Connex DK P-062959 IE04609A C&D C/D Shear4 Dec 17, 2025 IE04609A_MOUNT MODEL C&D … Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 1 Model Settings Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size (in2)144 Consider Shear Deformation Yes Consider Torsional Warping Yes Approximate Mesh Size (in)24 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls Yes Maximum Number of Iterations 3 Single No Multiple (Optimum)Yes Maximum No Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Global Plane for z-axis XZ Plate Local Axis Orientation Global Hot Rolled Steel AISC 15th (360-16): LRFD Stiffness Adjustment Yes (Iterative) Notional Annex None Connections None Cold Formed Steel AISI S100-16: LRFD Stiffness Adjustment Yes (Iterative) Wood None Temperature < 100F Concrete None Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None Stiffness Adjustment Yes (Iterative) Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing)Yes List forces which were ignored for design in the Detail Report Yes Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in)4 Code ASCE 7-16 Risk Category I or II Drift Cat Other Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 2 Model Settings (Continued) Base Elevation (ft) Include the weight of the structure in base shear calcs Yes S1 (g)1 SD1 (g)1 SDS (g)1 TL (sec)5 T Z (sec) T X (sec) CtZ 0.02 CtX 0.02 CtExp. Z 0.75 CtExp. X 0.75 R Z 3 R X 3 Ω0Z 1 Ω0X 1 CdZ 4 CdX 4 ρ Z 1 ρ X 1 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 3 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [ksi]Ry Fu [ksi]Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 9 FRP 2800 500 0.35 0.65 0.12 12 1.4 30 1.3 10 SAE J429 Gr 5 29000 11154 0.3 0.65 0.49 92 1.5 120 1.2 Cold Formed Steel Properties Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [ksi]Fu [ksi] 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 3 SCH 40 PIPE_3.0 None None A53 Gr.B Typical 2.07 2.85 2.85 5.69 2 2x2 TUBE HSS2X2X3 None None A500 Gr.B Rect Typical 1.19 0.641 0.641 1.09 3 L2x2 ANGLE L2.5X2.5X3 None None A36 Gr.36 Typical 0.901 0.535 0.535 0.011 4 L3X2 ANGLE L3X2X3 None None A36 Gr.36 Typical 0.917 0.305 0.847 0.012 5 2 SCH 40 PIPE_2.0 None None A53 Gr.B Typical 1.02 0.627 0.627 1.25 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 Unistrut P1000 Beam None A653 SS Gr33 Typical 0.551 0.19 0.21 0.002 Member Primary Data Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 3 SCH 40 None None A53 Gr.B Typical 2 M2 N7 N6 2x2 TUBE None None A500 Gr.B Rect Typical 3 M3 N6 N9 2x2 TUBE None None A500 Gr.B Rect Typical 4 M4 N7 N10 2x2 TUBE None None A500 Gr.B Rect Typical 5 M5 N10 N9 2x2 TUBE None None A500 Gr.B Rect Typical 6 M6 N8 N5 2x2 TUBE None None A500 Gr.B Rect Typical 7 M7 N4 N3 2x2 TUBE None None A500 Gr.B Rect Typical 8 M8 N13 N7 RIGID None None RIGID Typical 9 M9 N11 N5 RIGID None None RIGID Typical 10 M10 N12 N6 RIGID None None RIGID Typical 11 M11 N16 N10 RIGID None None RIGID Typical 12 M12 N14 N8 RIGID None None RIGID Typical 13 M13 N15 N9 RIGID None None RIGID Typical 14 M14 N22 N19 RIGID None None RIGID Typical 15 M15 N20 N17 RIGID None None RIGID Typical 16 M16 N21 N18 RIGID None None RIGID Typical 17 M17 N13 N12 L2x2 ANGLE None None A36 Gr.36 Typical 18 M18 N13 N22 L2x2 ANGLE None None A36 Gr.36 Typical 19 M19 N12 N21 L2x2 ANGLE None None A36 Gr.36 Typical Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 4 Member Primary Data (Continued) Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 20 M20 N22 N21 L2x2 ANGLE None None A36 Gr.36 Typical 21 M21 N28 N25 RIGID None None RIGID Typical 22 M22 N26 N23 RIGID None None RIGID Typical 23 M23 N27 N24 RIGID None None RIGID Typical 24 M24 N28 N27 L2x2 ANGLE None None A36 Gr.36 Typical 25 M25 N27 N15 L2x2 ANGLE None None A36 Gr.36 Typical 26 M26 N28 N16 L2x2 ANGLE None None A36 Gr.36 Typical 27 M27 N16 N15 L2x2 ANGLE None None A36 Gr.36 Typical 28 M28 N29 N7 RIGID None None RIGID Typical 29 M29 N32 N31 RIGID None None RIGID Typical 30 M30 N29 N32 270 L3X2 ANGLE None None A36 Gr.36 Typical 31 M31 N34 N33 RIGID None None RIGID Typical 32 M32 N30 N10 RIGID None None RIGID Typical 33 M33 N34 N30 270 L3X2 ANGLE None None A36 Gr.36 Typical 34 M34 N37 N6 RIGID None None RIGID Typical 35 M35 N40 N39 RIGID None None RIGID Typical 36 M36 N40 N37 270 L3X2 ANGLE None None A36 Gr.36 Typical 37 M37 N42 N41 RIGID None None RIGID Typical 38 M38 N38 N9 RIGID None None RIGID Typical 39 M39 N38 N42 270 L3X2 ANGLE None None A36 Gr.36 Typical 40 M40 N45 N46 3 SCH 40 None None A53 Gr.B Typical 41 M41 N51 N50 2x2 TUBE None None A500 Gr.B Rect Typical 42 M42 N50 N53 2x2 TUBE None None A500 Gr.B Rect Typical 43 M43 N51 N54 2x2 TUBE None None A500 Gr.B Rect Typical 44 M44 N54 N53 2x2 TUBE None None A500 Gr.B Rect Typical 45 M45 N52 N49 2x2 TUBE None None A500 Gr.B Rect Typical 46 M46 N48 N47 2x2 TUBE None None A500 Gr.B Rect Typical 47 M47 N57 N51 RIGID None None RIGID Typical 48 M48 N55 N49 RIGID None None RIGID Typical 49 M49 N56 N50 RIGID None None RIGID Typical 50 M50 N60 N54 RIGID None None RIGID Typical 51 M51 N58 N52 RIGID None None RIGID Typical 52 M52 N59 N53 RIGID None None RIGID Typical 53 M53 N66 N63 RIGID None None RIGID Typical 54 M54 N64 N61 RIGID None None RIGID Typical 55 M55 N65 N62 RIGID None None RIGID Typical 56 M56 N57 N56 L2x2 ANGLE None None A36 Gr.36 Typical 57 M57 N57 N66 L2x2 ANGLE None None A36 Gr.36 Typical 58 M58 N56 N65 L2x2 ANGLE None None A36 Gr.36 Typical 59 M59 N66 N65 L2x2 ANGLE None None A36 Gr.36 Typical 60 M60 N72 N69 RIGID None None RIGID Typical 61 M61 N70 N67 RIGID None None RIGID Typical 62 M62 N71 N68 RIGID None None RIGID Typical 63 M63 N72 N71 L2x2 ANGLE None None A36 Gr.36 Typical 64 M64 N71 N59 L2x2 ANGLE None None A36 Gr.36 Typical 65 M65 N72 N60 L2x2 ANGLE None None A36 Gr.36 Typical 66 M66 N60 N59 L2x2 ANGLE None None A36 Gr.36 Typical 67 M67 N73 N51 RIGID None None RIGID Typical 68 M68 N76 N75 RIGID None None RIGID Typical 69 M69 N73 N76 270 L3X2 ANGLE None None A36 Gr.36 Typical 70 M70 N78 N77 RIGID None None RIGID Typical 71 M71 N74 N54 RIGID None None RIGID Typical 72 M72 N78 N74 270 L3X2 ANGLE None None A36 Gr.36 Typical 73 M73 N79 N50 RIGID None None RIGID Typical 74 M74 N82 N81 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 5 Member Primary Data (Continued) Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 75 M75 N82 N79 270 L3X2 ANGLE None None A36 Gr.36 Typical 76 M76 N84 N83 RIGID None None RIGID Typical 77 M77 N80 N53 RIGID None None RIGID Typical 78 M78 N80 N84 270 L3X2 ANGLE None None A36 Gr.36 Typical 79 M79 N93 N89 RIGID None None RIGID Typical 80 M80 N95 N91 RIGID None None RIGID Typical 81 M81 N94 N90 RIGID None None RIGID Typical 82 M82 N96 N92 RIGID None None RIGID Typical 83 M83 N97 N99 Unistrut Beam None A653 SS Gr33 Typical 84 M84 N98 N100 Unistrut Beam None A653 SS Gr33 Typical 85 M85 N105 N106 2 SCH 40 None None A53 Gr.B Typical 86 M86 N103 N101 RIGID None None RIGID Typical 87 M87 N104 N102 RIGID None None RIGID Typical 88 M88 N109 N107 RIGID None None RIGID Typical 89 M89 N110 N108 RIGID None None RIGID Typical 90 M90 N111 N112 Unistrut Beam None A653 SS Gr33 Typical 91 M91 N115 N113 RIGID None None RIGID Typical 92 M92 N116 N114 RIGID None None RIGID Typical 93 M93 N117 N118 Unistrut Beam None A653 SS Gr33 Typical 94 M94 N121 N122 3 SCH 40 None None A53 Gr.B Typical 95 M95 N127 N126 2x2 TUBE None None A500 Gr.B Rect Typical 96 M96 N126 N129 2x2 TUBE None None A500 Gr.B Rect Typical 97 M97 N127 N130 2x2 TUBE None None A500 Gr.B Rect Typical 98 M98 N130 N129 2x2 TUBE None None A500 Gr.B Rect Typical 99 M99 N128 N125 2x2 TUBE None None A500 Gr.B Rect Typical 100 M100 N124 N123 2x2 TUBE None None A500 Gr.B Rect Typical 101 M101 N133 N127 RIGID None None RIGID Typical 102 M102 N131 N125 RIGID None None RIGID Typical 103 M103 N132 N126 RIGID None None RIGID Typical 104 M104 N136 N130 RIGID None None RIGID Typical 105 M105 N134 N128 RIGID None None RIGID Typical 106 M106 N135 N129 RIGID None None RIGID Typical 107 M107 N142 N139 RIGID None None RIGID Typical 108 M108 N140 N137 RIGID None None RIGID Typical 109 M109 N141 N138 RIGID None None RIGID Typical 110 M110 N133 N132 L2x2 ANGLE None None A36 Gr.36 Typical 111 M111 N133 N142 L2x2 ANGLE None None A36 Gr.36 Typical 112 M112 N132 N141 L2x2 ANGLE None None A36 Gr.36 Typical 113 M113 N142 N141 L2x2 ANGLE None None A36 Gr.36 Typical 114 M114 N148 N145 RIGID None None RIGID Typical 115 M115 N146 N143 RIGID None None RIGID Typical 116 M116 N147 N144 RIGID None None RIGID Typical 117 M117 N148 N147 L2x2 ANGLE None None A36 Gr.36 Typical 118 M118 N147 N135 L2x2 ANGLE None None A36 Gr.36 Typical 119 M119 N148 N136 L2x2 ANGLE None None A36 Gr.36 Typical 120 M120 N136 N135 L2x2 ANGLE None None A36 Gr.36 Typical 121 M121 N149 N127 RIGID None None RIGID Typical 122 M122 N152 N151 RIGID None None RIGID Typical 123 M123 N149 N152 270 L3X2 ANGLE None None A36 Gr.36 Typical 124 M124 N154 N153 RIGID None None RIGID Typical 125 M125 N150 N130 RIGID None None RIGID Typical 126 M126 N154 N150 270 L3X2 ANGLE None None A36 Gr.36 Typical 127 M127 N155 N126 RIGID None None RIGID Typical 128 M128 N158 N157 RIGID None None RIGID Typical 129 M129 N158 N155 270 L3X2 ANGLE None None A36 Gr.36 Typical Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 6 Member Primary Data (Continued) Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 130 M130 N160 N159 RIGID None None RIGID Typical 131 M131 N156 N129 RIGID None None RIGID Typical 132 M132 N156 N160 270 L3X2 ANGLE None None A36 Gr.36 Typical 133 M133 N165 N166 3 SCH 40 None None A53 Gr.B Typical 134 M134 N171 N170 2x2 TUBE None None A500 Gr.B Rect Typical 135 M135 N170 N173 2x2 TUBE None None A500 Gr.B Rect Typical 136 M136 N171 N174 2x2 TUBE None None A500 Gr.B Rect Typical 137 M137 N174 N173 2x2 TUBE None None A500 Gr.B Rect Typical 138 M138 N172 N169 2x2 TUBE None None A500 Gr.B Rect Typical 139 M139 N168 N167 2x2 TUBE None None A500 Gr.B Rect Typical 140 M140 N177 N171 RIGID None None RIGID Typical 141 M141 N175 N169 RIGID None None RIGID Typical 142 M142 N176 N170 RIGID None None RIGID Typical 143 M143 N180 N174 RIGID None None RIGID Typical 144 M144 N178 N172 RIGID None None RIGID Typical 145 M145 N179 N173 RIGID None None RIGID Typical 146 M146 N186 N183 RIGID None None RIGID Typical 147 M147 N184 N181 RIGID None None RIGID Typical 148 M148 N185 N182 RIGID None None RIGID Typical 149 M149 N177 N176 L2x2 ANGLE None None A36 Gr.36 Typical 150 M150 N177 N186 L2x2 ANGLE None None A36 Gr.36 Typical 151 M151 N176 N185 L2x2 ANGLE None None A36 Gr.36 Typical 152 M152 N186 N185 L2x2 ANGLE None None A36 Gr.36 Typical 153 M153 N192 N189 RIGID None None RIGID Typical 154 M154 N190 N187 RIGID None None RIGID Typical 155 M155 N191 N188 RIGID None None RIGID Typical 156 M156 N192 N191 L2x2 ANGLE None None A36 Gr.36 Typical 157 M157 N191 N179 L2x2 ANGLE None None A36 Gr.36 Typical 158 M158 N192 N180 L2x2 ANGLE None None A36 Gr.36 Typical 159 M159 N180 N179 L2x2 ANGLE None None A36 Gr.36 Typical 160 M160 N193 N171 RIGID None None RIGID Typical 161 M161 N196 N195 RIGID None None RIGID Typical 162 M162 N193 N196 270 L3X2 ANGLE None None A36 Gr.36 Typical 163 M163 N198 N197 RIGID None None RIGID Typical 164 M164 N194 N174 RIGID None None RIGID Typical 165 M165 N198 N194 270 L3X2 ANGLE None None A36 Gr.36 Typical 166 M166 N199 N170 RIGID None None RIGID Typical 167 M167 N202 N201 RIGID None None RIGID Typical 168 M168 N202 N199 270 L3X2 ANGLE None None A36 Gr.36 Typical 169 M169 N204 N203 RIGID None None RIGID Typical 170 M170 N200 N173 RIGID None None RIGID Typical 171 M171 N200 N204 270 L3X2 ANGLE None None A36 Gr.36 Typical 172 M172 N213 N209 RIGID None None RIGID Typical 173 M173 N215 N211 RIGID None None RIGID Typical 174 M174 N214 N210 RIGID None None RIGID Typical 175 M175 N216 N212 RIGID None None RIGID Typical 176 M176 N217 N219 Unistrut Beam None A653 SS Gr33 Typical 177 M177 N218 N220 Unistrut Beam None A653 SS Gr33 Typical 178 M178 N225 N226 2 SCH 40 None None A53 Gr.B Typical 179 M179 N223 N221 RIGID None None RIGID Typical 180 M180 N224 N222 RIGID None None RIGID Typical 181 M181 N229 N227 RIGID None None RIGID Typical 182 M182 N230 N228 RIGID None None RIGID Typical 183 M183 N231 N232 Unistrut Beam None A653 SS Gr33 Typical 184 M184 N235 N233 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 7 Member Primary Data (Continued) Label I Node J Node Rotate(deg)Section/Shape Type Design List Material Design Rule 185 M185 N236 N234 RIGID None None RIGID Typical 186 M186 N237 N238 Unistrut Beam None A653 SS Gr33 Typical Hot Rolled Steel Design Parameters Label Shape Length [in]Lcomp top [in]Channel Conn.a [in]Function 1 M1 3 SCH 40 120 Lbyy N/A N/A Lateral 2 M2 2x2 TUBE 75 Lbyy N/A N/A Lateral 3 M3 2x2 TUBE 75 Lbyy N/A N/A Lateral 4 M4 2x2 TUBE 75 Lbyy N/A N/A Lateral 5 M5 2x2 TUBE 75 Lbyy N/A N/A Lateral 6 M6 2x2 TUBE 75 Lbyy N/A N/A Lateral 7 M7 2x2 TUBE 75 Lbyy N/A N/A Lateral 8 M17 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 9 M18 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 10 M19 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 11 M20 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 12 M24 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 13 M25 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 14 M26 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 15 M27 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 16 M30 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 17 M33 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 18 M36 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 19 M39 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 20 M40 3 SCH 40 120 Lbyy N/A N/A Lateral 21 M41 2x2 TUBE 75 Lbyy N/A N/A Lateral 22 M42 2x2 TUBE 75 Lbyy N/A N/A Lateral 23 M43 2x2 TUBE 75 Lbyy N/A N/A Lateral 24 M44 2x2 TUBE 75 Lbyy N/A N/A Lateral 25 M45 2x2 TUBE 75 Lbyy N/A N/A Lateral 26 M46 2x2 TUBE 75 Lbyy N/A N/A Lateral 27 M56 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 28 M57 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 29 M58 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 30 M59 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 31 M63 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 32 M64 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 33 M65 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 34 M66 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 35 M69 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 36 M72 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 37 M75 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 38 M78 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 39 M85 2 SCH 40 48 N/A N/A Lateral 40 M94 3 SCH 40 120 Lbyy N/A N/A Lateral 41 M95 2x2 TUBE 75 Lbyy N/A N/A Lateral 42 M96 2x2 TUBE 75 Lbyy N/A N/A Lateral 43 M97 2x2 TUBE 75 Lbyy N/A N/A Lateral 44 M98 2x2 TUBE 75 Lbyy N/A N/A Lateral 45 M99 2x2 TUBE 75 Lbyy N/A N/A Lateral 46 M100 2x2 TUBE 75 Lbyy N/A N/A Lateral 47 M110 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 48 M111 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 49 M112 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 50 M113 L2x2 ANGLE 75 Lbyy N/A N/A Lateral Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 8 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [in]Lcomp top [in]Channel Conn.a [in]Function 51 M117 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 52 M118 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 53 M119 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 54 M120 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 55 M123 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 56 M126 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 57 M129 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 58 M132 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 59 M133 3 SCH 40 120 Lbyy N/A N/A Lateral 60 M134 2x2 TUBE 75 Lbyy N/A N/A Lateral 61 M135 2x2 TUBE 75 Lbyy N/A N/A Lateral 62 M136 2x2 TUBE 75 Lbyy N/A N/A Lateral 63 M137 2x2 TUBE 75 Lbyy N/A N/A Lateral 64 M138 2x2 TUBE 75 Lbyy N/A N/A Lateral 65 M139 2x2 TUBE 75 Lbyy N/A N/A Lateral 66 M149 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 67 M150 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 68 M151 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 69 M152 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 70 M156 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 71 M157 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 72 M158 L2x2 ANGLE 16 Lbyy N/A N/A Lateral 73 M159 L2x2 ANGLE 75 Lbyy N/A N/A Lateral 74 M162 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 75 M165 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 76 M168 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 77 M171 L3X2 ANGLE 3 Lbyy N/A N/A Lateral 78 M178 2 SCH 40 48 N/A N/A Lateral Cold Formed Steel Design Parameters Label Shape Length [in]Lcomp top [in]Function 1 M83 Unistrut 107 Lbyy Lateral 2 M84 Unistrut 107 Lbyy Lateral 3 M90 Unistrut 107 Lbyy Lateral 4 M93 Unistrut 107 Lbyy Lateral 5 M176 Unistrut 100 Lbyy Lateral 6 M177 Unistrut 100 Lbyy Lateral 7 M183 Unistrut 100 Lbyy Lateral 8 M186 Unistrut 100 Lbyy Lateral Node Loads and Enforced Displacements (BLC 1 : DL) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L Y -41.65 2 T3 L Y -36.6 3 T2 L Y -41.65 4 T1 L Y -36.4 5 B1 L Y -36.4 6 B2 L Y -41.65 7 TME2 L Y -109 8 TME1 L Y -66.1 9 B4 L Y -41.65 10 B3 L Y -36.6 11 TME4 L Y -109 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 9 Node Loads and Enforced Displacements (BLC 1 : DL) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 12 TME3 L Y -66.1 Node Loads and Enforced Displacements (BLC 3 : WL 0) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 0 2 T3 L X 0 3 T2 L X 0 4 T1 L X 0 5 B1 L X 0 6 B2 L X 0 7 TME2 L X 0 8 TME1 L X 0 9 B4 L X 0 10 B3 L X 0 11 TME4 L X 0 12 TME3 L X 0 13 T4 L Z 69.39 14 T3 L Z 111.07 15 T2 L Z 69.39 16 T1 L Z 111.1 17 B1 L Z 111.1 18 B2 L Z 69.39 19 TME2 L Z 56.29 20 TME1 L Z 58.79 21 B4 L Z 69.39 22 B3 L Z 111.07 23 TME4 L Z 56.29 24 TME3 L Z 58.79 Node Loads and Enforced Displacements (BLC 4 : WL 30) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -34.7 2 T3 L X -55.54 3 T2 L X -34.7 4 T1 L X -55.55 5 B1 L X -55.55 6 B2 L X -34.7 7 TME2 L X -28.15 8 TME1 L X -29.39 9 B4 L X -34.7 10 B3 L X -55.54 11 TME4 L X -28.15 12 TME3 L X -29.39 13 T4 L Z 60.09 14 T3 L Z 96.19 15 T2 L Z 60.09 16 T1 L Z 96.21 17 B1 L Z 96.21 18 B2 L Z 60.09 19 TME2 L Z 48.75 20 TME1 L Z 50.91 21 B4 L Z 60.09 22 B3 L Z 96.19 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 10 Node Loads and Enforced Displacements (BLC 4 : WL 30) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 23 TME4 L Z 48.75 24 TME3 L Z 50.91 Node Loads and Enforced Displacements (BLC 5 : WL 60) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -60.09 2 T3 L X -96.19 3 T2 L X -60.09 4 T1 L X -96.21 5 B1 L X -96.21 6 B2 L X -60.09 7 TME2 L X -48.75 8 TME1 L X -50.91 9 B4 L X -60.09 10 B3 L X -96.19 11 TME4 L X -48.75 12 TME3 L X -50.91 13 T4 L Z 34.7 14 T3 L Z 55.54 15 T2 L Z 34.7 16 T1 L Z 55.55 17 B1 L Z 55.55 18 B2 L Z 34.7 19 TME2 L Z 28.15 20 TME1 L Z 29.39 21 B4 L Z 34.7 22 B3 L Z 55.54 23 TME4 L Z 28.15 24 TME3 L Z 29.39 Node Loads and Enforced Displacements (BLC 6 : WL 90) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -69.39 2 T3 L X -111.07 3 T2 L X -69.39 4 T1 L X -111.1 5 B1 L X -111.1 6 B2 L X -69.39 7 TME2 L X -56.29 8 TME1 L X -58.79 9 B4 L X -69.39 10 B3 L X -111.07 11 TME4 L X -56.29 12 TME3 L X -58.79 13 T4 L Z 0 14 T3 L Z 0 15 T2 L Z 0 16 T1 L Z 0 17 B1 L Z 0 18 B2 L Z 0 19 TME2 L Z 0 20 TME1 L Z 0 21 B4 L Z 0 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 11 Node Loads and Enforced Displacements (BLC 6 : WL 90) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 22 B3 L Z 0 23 TME4 L Z 0 24 TME3 L Z 0 Node Loads and Enforced Displacements (BLC 7 : WL 120) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -60.09 2 T3 L X -96.19 3 T2 L X -60.09 4 T1 L X -96.21 5 B1 L X -96.21 6 B2 L X -60.09 7 TME2 L X -48.75 8 TME1 L X -50.91 9 B4 L X -60.09 10 B3 L X -96.19 11 TME4 L X -48.75 12 TME3 L X -50.91 13 T4 L Z -34.7 14 T3 L Z -55.54 15 T2 L Z -34.7 16 T1 L Z -55.55 17 B1 L Z -55.55 18 B2 L Z -34.7 19 TME2 L Z -28.15 20 TME1 L Z -29.39 21 B4 L Z -34.7 22 B3 L Z -55.54 23 TME4 L Z -28.15 24 TME3 L Z -29.39 Node Loads and Enforced Displacements (BLC 8 : WL 150) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -34.7 2 T3 L X -55.54 3 T2 L X -34.7 4 T1 L X -55.55 5 B1 L X -55.55 6 B2 L X -34.7 7 TME2 L X -28.15 8 TME1 L X -29.39 9 B4 L X -34.7 10 B3 L X -55.54 11 TME4 L X -28.15 12 TME3 L X -29.39 13 T4 L Z -60.09 14 T3 L Z -96.19 15 T2 L Z -60.09 16 T1 L Z -96.21 17 B1 L Z -96.21 18 B2 L Z -60.09 19 TME2 L Z -48.75 20 TME1 L Z -50.91 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 12 Node Loads and Enforced Displacements (BLC 8 : WL 150) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 21 B4 L Z -60.09 22 B3 L Z -96.19 23 TME4 L Z -48.75 24 TME3 L Z -50.91 Node Loads and Enforced Displacements (BLC 9 : WL 180) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 0 2 T3 L X 0 3 T2 L X 0 4 T1 L X 0 5 B1 L X 0 6 B2 L X 0 7 TME2 L X 0 8 TME1 L X 0 9 B4 L X 0 10 B3 L X 0 11 TME4 L X 0 12 TME3 L X 0 13 T4 L Z -69.39 14 T3 L Z -111.07 15 T2 L Z -69.39 16 T1 L Z -111.1 17 B1 L Z -111.1 18 B2 L Z -69.39 19 TME2 L Z -56.29 20 TME1 L Z -58.79 21 B4 L Z -69.39 22 B3 L Z -111.07 23 TME4 L Z -56.29 24 TME3 L Z -58.79 Node Loads and Enforced Displacements (BLC 10 : WL 210) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 34.7 2 T3 L X 55.54 3 T2 L X 34.7 4 T1 L X 55.55 5 B1 L X 55.55 6 B2 L X 34.7 7 TME2 L X 28.15 8 TME1 L X 29.39 9 B4 L X 34.7 10 B3 L X 55.54 11 TME4 L X 28.15 12 TME3 L X 29.39 13 T4 L Z -60.09 14 T3 L Z -96.19 15 T2 L Z -60.09 16 T1 L Z -96.21 17 B1 L Z -96.21 18 B2 L Z -60.09 19 TME2 L Z -48.75 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 13 Node Loads and Enforced Displacements (BLC 10 : WL 210) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 20 TME1 L Z -50.91 21 B4 L Z -60.09 22 B3 L Z -96.19 23 TME4 L Z -48.75 24 TME3 L Z -50.91 Node Loads and Enforced Displacements (BLC 11 : WL 240) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 60.09 2 T3 L X 96.19 3 T2 L X 60.09 4 T1 L X 96.21 5 B1 L X 96.21 6 B2 L X 60.09 7 TME2 L X 48.75 8 TME1 L X 50.91 9 B4 L X 60.09 10 B3 L X 96.19 11 TME4 L X 48.75 12 TME3 L X 50.91 13 T4 L Z -34.7 14 T3 L Z -55.54 15 T2 L Z -34.7 16 T1 L Z -55.55 17 B1 L Z -55.55 18 B2 L Z -34.7 19 TME2 L Z -28.15 20 TME1 L Z -29.39 21 B4 L Z -34.7 22 B3 L Z -55.54 23 TME4 L Z -28.15 24 TME3 L Z -29.39 Node Loads and Enforced Displacements (BLC 12 : WL 270) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 69.39 2 T3 L X 111.07 3 T2 L X 69.39 4 T1 L X 111.1 5 B1 L X 111.1 6 B2 L X 69.39 7 TME2 L X 56.29 8 TME1 L X 58.79 9 B4 L X 69.39 10 B3 L X 111.07 11 TME4 L X 56.29 12 TME3 L X 58.79 13 T4 L Z 0 14 T3 L Z 0 15 T2 L Z 0 16 T1 L Z 0 17 B1 L Z 0 18 B2 L Z 0 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 14 Node Loads and Enforced Displacements (BLC 12 : WL 270) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 19 TME2 L Z 0 20 TME1 L Z 0 21 B4 L Z 0 22 B3 L Z 0 23 TME4 L Z 0 24 TME3 L Z 0 Node Loads and Enforced Displacements (BLC 13 : WL 300) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 60.09 2 T3 L X 96.19 3 T2 L X 60.09 4 T1 L X 96.21 5 B1 L X 96.21 6 B2 L X 60.09 7 TME2 L X 48.75 8 TME1 L X 50.91 9 B4 L X 60.09 10 B3 L X 96.19 11 TME4 L X 48.75 12 TME3 L X 50.91 13 T4 L Z 34.7 14 T3 L Z 55.54 15 T2 L Z 34.7 16 T1 L Z 55.55 17 B1 L Z 55.55 18 B2 L Z 34.7 19 TME2 L Z 28.15 20 TME1 L Z 29.39 21 B4 L Z 34.7 22 B3 L Z 55.54 23 TME4 L Z 28.15 24 TME3 L Z 29.39 Node Loads and Enforced Displacements (BLC 14 : WL 330) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 34.7 2 T3 L X 55.54 3 T2 L X 34.7 4 T1 L X 55.55 5 B1 L X 55.55 6 B2 L X 34.7 7 TME2 L X 28.15 8 TME1 L X 29.39 9 B4 L X 34.7 10 B3 L X 55.54 11 TME4 L X 28.15 12 TME3 L X 29.39 13 T4 L Z 60.09 14 T3 L Z 96.19 15 T2 L Z 60.09 16 T1 L Z 96.21 17 B1 L Z 96.21 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 15 Node Loads and Enforced Displacements (BLC 14 : WL 330) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 18 B2 L Z 60.09 19 TME2 L Z 48.75 20 TME1 L Z 50.91 21 B4 L Z 60.09 22 B3 L Z 96.19 23 TME4 L Z 48.75 24 TME3 L Z 50.91 Node Loads and Enforced Displacements (BLC 27 : WLm 0) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 0 2 T3 L X 0 3 T2 L X 0 4 T1 L X 0 5 B1 L X 0 6 B2 L X 0 7 TME2 L X 0 8 TME1 L X 0 9 B4 L X 0 10 B3 L X 0 11 TME4 L X 0 12 TME3 L X 0 13 T4 L Z 6.92 14 T3 L Z 11.08 15 T2 L Z 6.92 16 T1 L Z 11.08 17 B1 L Z 11.08 18 B2 L Z 6.92 19 TME2 L Z 5.61 20 TME1 L Z 5.86 21 B4 L Z 6.92 22 B3 L Z 11.08 23 TME4 L Z 5.61 24 TME3 L Z 5.86 Node Loads and Enforced Displacements (BLC 28 : WLm 30) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -3.46 2 T3 L X -5.54 3 T2 L X -3.46 4 T1 L X -5.54 5 B1 L X -5.54 6 B2 L X -3.46 7 TME2 L X -2.81 8 TME1 L X -2.93 9 B4 L X -3.46 10 B3 L X -5.54 11 TME4 L X -2.81 12 TME3 L X -2.93 13 T4 L Z 5.99 14 T3 L Z 9.59 15 T2 L Z 5.99 16 T1 L Z 9.59 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 16 Node Loads and Enforced Displacements (BLC 28 : WLm 30) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 17 B1 L Z 9.59 18 B2 L Z 5.99 19 TME2 L Z 4.86 20 TME1 L Z 5.08 21 B4 L Z 5.99 22 B3 L Z 9.59 23 TME4 L Z 4.86 24 TME3 L Z 5.08 Node Loads and Enforced Displacements (BLC 29 : WLm 60) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -5.99 2 T3 L X -9.59 3 T2 L X -5.99 4 T1 L X -9.59 5 B1 L X -9.59 6 B2 L X -5.99 7 TME2 L X -4.86 8 TME1 L X -5.08 9 B4 L X -5.99 10 B3 L X -9.59 11 TME4 L X -4.86 12 TME3 L X -5.08 13 T4 L Z 3.46 14 T3 L Z 5.54 15 T2 L Z 3.46 16 T1 L Z 5.54 17 B1 L Z 5.54 18 B2 L Z 3.46 19 TME2 L Z 2.81 20 TME1 L Z 2.93 21 B4 L Z 3.46 22 B3 L Z 5.54 23 TME4 L Z 2.81 24 TME3 L Z 2.93 Node Loads and Enforced Displacements (BLC 30 : WLm 90) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -6.92 2 T3 L X -11.08 3 T2 L X -6.92 4 T1 L X -11.08 5 B1 L X -11.08 6 B2 L X -6.92 7 TME2 L X -5.61 8 TME1 L X -5.86 9 B4 L X -6.92 10 B3 L X -11.08 11 TME4 L X -5.61 12 TME3 L X -5.86 13 T4 L Z 0 14 T3 L Z 0 15 T2 L Z 0 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 17 Node Loads and Enforced Displacements (BLC 30 : WLm 90) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 16 T1 L Z 0 17 B1 L Z 0 18 B2 L Z 0 19 TME2 L Z 0 20 TME1 L Z 0 21 B4 L Z 0 22 B3 L Z 0 23 TME4 L Z 0 24 TME3 L Z 0 Node Loads and Enforced Displacements (BLC 31 : WLm 120) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -5.99 2 T3 L X -9.59 3 T2 L X -5.99 4 T1 L X -9.59 5 B1 L X -9.59 6 B2 L X -5.99 7 TME2 L X -4.86 8 TME1 L X -5.08 9 B4 L X -5.99 10 B3 L X -9.59 11 TME4 L X -4.86 12 TME3 L X -5.08 13 T4 L Z -3.46 14 T3 L Z -5.54 15 T2 L Z -3.46 16 T1 L Z -5.54 17 B1 L Z -5.54 18 B2 L Z -3.46 19 TME2 L Z -2.81 20 TME1 L Z -2.93 21 B4 L Z -3.46 22 B3 L Z -5.54 23 TME4 L Z -2.81 24 TME3 L Z -2.93 Node Loads and Enforced Displacements (BLC 32 : WLm 150) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X -3.46 2 T3 L X -5.54 3 T2 L X -3.46 4 T1 L X -5.54 5 B1 L X -5.54 6 B2 L X -3.46 7 TME2 L X -2.81 8 TME1 L X -2.93 9 B4 L X -3.46 10 B3 L X -5.54 11 TME4 L X -2.81 12 TME3 L X -2.93 13 T4 L Z -5.99 14 T3 L Z -9.59 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 18 Node Loads and Enforced Displacements (BLC 32 : WLm 150) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 15 T2 L Z -5.99 16 T1 L Z -9.59 17 B1 L Z -9.59 18 B2 L Z -5.99 19 TME2 L Z -4.86 20 TME1 L Z -5.08 21 B4 L Z -5.99 22 B3 L Z -9.59 23 TME4 L Z -4.86 24 TME3 L Z -5.08 Node Loads and Enforced Displacements (BLC 33 : WLm 180) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 0 2 T3 L X 0 3 T2 L X 0 4 T1 L X 0 5 B1 L X 0 6 B2 L X 0 7 TME2 L X 0 8 TME1 L X 0 9 B4 L X 0 10 B3 L X 0 11 TME4 L X 0 12 TME3 L X 0 13 T4 L Z -6.92 14 T3 L Z -11.08 15 T2 L Z -6.92 16 T1 L Z -11.08 17 B1 L Z -11.08 18 B2 L Z -6.92 19 TME2 L Z -5.61 20 TME1 L Z -5.86 21 B4 L Z -6.92 22 B3 L Z -11.08 23 TME4 L Z -5.61 24 TME3 L Z -5.86 Node Loads and Enforced Displacements (BLC 34 : WLm 210) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 3.46 2 T3 L X 5.54 3 T2 L X 3.46 4 T1 L X 5.54 5 B1 L X 5.54 6 B2 L X 3.46 7 TME2 L X 2.81 8 TME1 L X 2.93 9 B4 L X 3.46 10 B3 L X 5.54 11 TME4 L X 2.81 12 TME3 L X 2.93 13 T4 L Z -5.99 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 19 Node Loads and Enforced Displacements (BLC 34 : WLm 210) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 14 T3 L Z -9.59 15 T2 L Z -5.99 16 T1 L Z -9.59 17 B1 L Z -9.59 18 B2 L Z -5.99 19 TME2 L Z -4.86 20 TME1 L Z -5.08 21 B4 L Z -5.99 22 B3 L Z -9.59 23 TME4 L Z -4.86 24 TME3 L Z -5.08 Node Loads and Enforced Displacements (BLC 35 : WLm 240) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 5.99 2 T3 L X 9.59 3 T2 L X 5.99 4 T1 L X 9.59 5 B1 L X 9.59 6 B2 L X 5.99 7 TME2 L X 4.86 8 TME1 L X 5.08 9 B4 L X 5.99 10 B3 L X 9.59 11 TME4 L X 4.86 12 TME3 L X 5.08 13 T4 L Z -3.46 14 T3 L Z -5.54 15 T2 L Z -3.46 16 T1 L Z -5.54 17 B1 L Z -5.54 18 B2 L Z -3.46 19 TME2 L Z -2.81 20 TME1 L Z -2.93 21 B4 L Z -3.46 22 B3 L Z -5.54 23 TME4 L Z -2.81 24 TME3 L Z -2.93 Node Loads and Enforced Displacements (BLC 36 : WLm 270) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 6.92 2 T3 L X 11.08 3 T2 L X 6.92 4 T1 L X 11.08 5 B1 L X 11.08 6 B2 L X 6.92 7 TME2 L X 5.61 8 TME1 L X 5.86 9 B4 L X 6.92 10 B3 L X 11.08 11 TME4 L X 5.61 12 TME3 L X 5.86 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 20 Node Loads and Enforced Displacements (BLC 36 : WLm 270) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 13 T4 L Z 0 14 T3 L Z 0 15 T2 L Z 0 16 T1 L Z 0 17 B1 L Z 0 18 B2 L Z 0 19 TME2 L Z 0 20 TME1 L Z 0 21 B4 L Z 0 22 B3 L Z 0 23 TME4 L Z 0 24 TME3 L Z 0 Node Loads and Enforced Displacements (BLC 37 : WLm 300) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 5.99 2 T3 L X 9.59 3 T2 L X 5.99 4 T1 L X 9.59 5 B1 L X 9.59 6 B2 L X 5.99 7 TME2 L X 4.86 8 TME1 L X 5.08 9 B4 L X 5.99 10 B3 L X 9.59 11 TME4 L X 4.86 12 TME3 L X 5.08 13 T4 L Z 3.46 14 T3 L Z 5.54 15 T2 L Z 3.46 16 T1 L Z 5.54 17 B1 L Z 5.54 18 B2 L Z 3.46 19 TME2 L Z 2.81 20 TME1 L Z 2.93 21 B4 L Z 3.46 22 B3 L Z 5.54 23 TME4 L Z 2.81 24 TME3 L Z 2.93 Node Loads and Enforced Displacements (BLC 38 : WLm 330) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 3.46 2 T3 L X 5.54 3 T2 L X 3.46 4 T1 L X 5.54 5 B1 L X 5.54 6 B2 L X 3.46 7 TME2 L X 2.81 8 TME1 L X 2.93 9 B4 L X 3.46 10 B3 L X 5.54 11 TME4 L X 2.81 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 21 Node Loads and Enforced Displacements (BLC 38 : WLm 330) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 12 TME3 L X 2.93 13 T4 L Z 5.99 14 T3 L Z 9.59 15 T2 L Z 5.99 16 T1 L Z 9.59 17 B1 L Z 9.59 18 B2 L Z 5.99 19 TME2 L Z 4.86 20 TME1 L Z 5.08 21 B4 L Z 5.99 22 B3 L Z 9.59 23 TME4 L Z 4.86 24 TME3 L Z 5.08 Node Loads and Enforced Displacements (BLC 39 : Ev) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L Y -12.66 2 T3 L Y -11.12 3 T2 L Y -12.66 4 T1 L Y -11.07 5 B1 L Y -11.07 6 B2 L Y -12.66 7 TME2 L Y -33.14 8 TME1 L Y -20.09 9 B4 L Y -12.66 10 B3 L Y -11.12 11 TME4 L Y -33.14 12 TME3 L Y -20.09 Node Loads and Enforced Displacements (BLC 40 : Ehx) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L X 25.32 2 T3 L X 22.25 3 T2 L X 25.32 4 T1 L X 22.13 5 B1 L X 22.13 6 B2 L X 25.32 7 TME2 L X 66.27 8 TME1 L X 40.19 9 B4 L X 25.32 10 B3 L X 22.25 11 TME4 L X 66.27 12 TME3 L X 40.19 Node Loads and Enforced Displacements (BLC 41 : Ehz) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 1 T4 L Z 25.32 2 T3 L Z 22.25 3 T2 L Z 25.32 4 T1 L Z 22.13 5 B1 L Z 22.13 6 B2 L Z 25.32 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 22 Node Loads and Enforced Displacements (BLC 41 : Ehz) (Continued) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (lb*s²/in, lb*s²*in)] 7 TME2 L Z 66.27 8 TME1 L Z 40.19 9 B4 L Z 25.32 10 B3 L Z 22.25 11 TME4 L Z 66.27 12 TME3 L Z 40.19 Member Distributed Loads (BLC 3 : WL 0) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M40 X 0 0 0 %100 21 M41 X 0 0 0 %100 22 M42 X 0 0 0 %100 23 M43 X 0 0 0 %100 24 M44 X 0 0 0 %100 25 M45 X 0 0 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X 0 0 0 %100 29 M58 X 0 0 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X 0 0 0 %100 33 M65 X 0 0 0 %100 34 M66 X 0 0 0 %100 35 M69 X 0 0 0 %100 36 M72 X 0 0 0 %100 37 M75 X 0 0 0 %100 38 M78 X 0 0 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X 0 0 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X 0 0 0 %100 45 M95 X 0 0 0 %100 46 M96 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 23 Member Distributed Loads (BLC 3 : WL 0) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 47 M97 X 0 0 0 %100 48 M98 X 0 0 0 %100 49 M99 X 0 0 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X 0 0 0 %100 53 M112 X 0 0 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X 0 0 0 %100 57 M119 X 0 0 0 %100 58 M120 X 0 0 0 %100 59 M123 X 0 0 0 %100 60 M126 X 0 0 0 %100 61 M129 X 0 0 0 %100 62 M132 X 0 0 0 %100 63 M133 X 0 0 0 %100 64 M134 X 0 0 0 %100 65 M135 X 0 0 0 %100 66 M136 X 0 0 0 %100 67 M137 X 0 0 0 %100 68 M138 X 0 0 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X 0 0 0 %100 72 M151 X 0 0 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X 0 0 0 %100 76 M158 X 0 0 0 %100 77 M159 X 0 0 0 %100 78 M162 X 0 0 0 %100 79 M165 X 0 0 0 %100 80 M168 X 0 0 0 %100 81 M171 X 0 0 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X 0 0 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z 7.68 7.68 0 %100 88 M2 Z 7.32 7.32 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z 7.32 7.32 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z 7.32 7.32 0 %100 94 M17 Z 9.15 9.15 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z 9.15 9.15 0 %100 98 M24 Z 9.15 9.15 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z 9.15 9.15 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 24 Member Distributed Loads (BLC 3 : WL 0) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z 7.68 7.68 0 %100 107 M41 Z 7.32 7.32 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z 7.32 7.32 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z 7.32 7.32 0 %100 113 M56 Z 9.15 9.15 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z 9.15 9.15 0 %100 117 M63 Z 9.15 9.15 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z 9.15 9.15 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z 5.95 5.95 0 %100 126 M84 Z 5.95 5.95 0 %100 127 M85 Z 4.75 4.75 0 %100 128 M90 Z 5.95 5.95 0 %100 129 M93 Z 5.95 5.95 0 %100 130 M94 Z 7.68 7.68 0 %100 131 M95 Z 7.32 7.32 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z 7.32 7.32 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z 7.32 7.32 0 %100 137 M110 Z 9.15 9.15 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z 9.15 9.15 0 %100 141 M117 Z 9.15 9.15 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z 9.15 9.15 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z 7.68 7.68 0 %100 150 M134 Z 7.32 7.32 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z 7.32 7.32 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z 7.32 7.32 0 %100 156 M149 Z 9.15 9.15 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 25 Member Distributed Loads (BLC 3 : WL 0) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z 9.15 9.15 0 %100 160 M156 Z 9.15 9.15 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z 9.15 9.15 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z 5.95 5.95 0 %100 169 M177 Z 5.95 5.95 0 %100 170 M178 Z 4.75 4.75 0 %100 171 M183 Z 5.95 5.95 0 %100 172 M186 Z 5.95 5.95 0 %100 Member Distributed Loads (BLC 4 : WL 30) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -3.84 -3.84 0 %100 2 M2 X -3.17 -3.17 0 %100 3 M3 X -1.64 -1.64 0 %100 4 M4 X -1.64 -1.64 0 %100 5 M5 X -3.17 -3.17 0 %100 6 M6 X -1.64 -1.64 0 %100 7 M7 X -3.17 -3.17 0 %100 8 M17 X -3.96 -3.96 0 %100 9 M18 X -1.41 -1.41 0 %100 10 M19 X -1.41 -1.41 0 %100 11 M20 X -3.96 -3.96 0 %100 12 M24 X -3.96 -3.96 0 %100 13 M25 X -1.41 -1.41 0 %100 14 M26 X -1.41 -1.41 0 %100 15 M27 X -3.96 -3.96 0 %100 16 M30 X -1.65 -1.65 0 %100 17 M33 X -1.65 -1.65 0 %100 18 M36 X -1.65 -1.65 0 %100 19 M39 X -1.65 -1.65 0 %100 20 M40 X -3.84 -3.84 0 %100 21 M41 X -3.17 -3.17 0 %100 22 M42 X -1.64 -1.64 0 %100 23 M43 X -1.64 -1.64 0 %100 24 M44 X -3.17 -3.17 0 %100 25 M45 X -1.64 -1.64 0 %100 26 M46 X -3.17 -3.17 0 %100 27 M56 X -3.96 -3.96 0 %100 28 M57 X -1.41 -1.41 0 %100 29 M58 X -1.41 -1.41 0 %100 30 M59 X -3.96 -3.96 0 %100 31 M63 X -3.96 -3.96 0 %100 32 M64 X -1.41 -1.41 0 %100 33 M65 X -1.41 -1.41 0 %100 34 M66 X -3.96 -3.96 0 %100 35 M69 X -1.65 -1.65 0 %100 36 M72 X -1.65 -1.65 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 26 Member Distributed Loads (BLC 4 : WL 30) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 37 M75 X -1.65 -1.65 0 %100 38 M78 X -1.65 -1.65 0 %100 39 M83 X -2.57 -2.57 0 %100 40 M84 X -2.57 -2.57 0 %100 41 M85 X -2.38 -2.38 0 %100 42 M90 X -2.57 -2.57 0 %100 43 M93 X -2.57 -2.57 0 %100 44 M94 X -3.84 -3.84 0 %100 45 M95 X -3.17 -3.17 0 %100 46 M96 X -1.64 -1.64 0 %100 47 M97 X -1.64 -1.64 0 %100 48 M98 X -3.17 -3.17 0 %100 49 M99 X -1.64 -1.64 0 %100 50 M100 X -3.17 -3.17 0 %100 51 M110 X -3.96 -3.96 0 %100 52 M111 X -1.41 -1.41 0 %100 53 M112 X -1.41 -1.41 0 %100 54 M113 X -3.96 -3.96 0 %100 55 M117 X -3.96 -3.96 0 %100 56 M118 X -1.41 -1.41 0 %100 57 M119 X -1.41 -1.41 0 %100 58 M120 X -3.96 -3.96 0 %100 59 M123 X -1.65 -1.65 0 %100 60 M126 X -1.65 -1.65 0 %100 61 M129 X -1.65 -1.65 0 %100 62 M132 X -1.65 -1.65 0 %100 63 M133 X -3.84 -3.84 0 %100 64 M134 X -3.17 -3.17 0 %100 65 M135 X -1.64 -1.64 0 %100 66 M136 X -1.64 -1.64 0 %100 67 M137 X -3.17 -3.17 0 %100 68 M138 X -1.64 -1.64 0 %100 69 M139 X -3.17 -3.17 0 %100 70 M149 X -3.96 -3.96 0 %100 71 M150 X -1.41 -1.41 0 %100 72 M151 X -1.41 -1.41 0 %100 73 M152 X -3.96 -3.96 0 %100 74 M156 X -3.96 -3.96 0 %100 75 M157 X -1.41 -1.41 0 %100 76 M158 X -1.41 -1.41 0 %100 77 M159 X -3.96 -3.96 0 %100 78 M162 X -1.65 -1.65 0 %100 79 M165 X -1.65 -1.65 0 %100 80 M168 X -1.65 -1.65 0 %100 81 M171 X -1.65 -1.65 0 %100 82 M176 X -2.57 -2.57 0 %100 83 M177 X -2.57 -2.57 0 %100 84 M178 X -2.38 -2.38 0 %100 85 M183 X -2.57 -2.57 0 %100 86 M186 X -2.57 -2.57 0 %100 87 M1 Z 6.65 6.65 0 %100 88 M2 Z 5.49 5.49 0 %100 89 M3 Z 2.84 2.84 0 %100 90 M4 Z 2.84 2.84 0 %100 91 M5 Z 5.49 5.49 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 27 Member Distributed Loads (BLC 4 : WL 30) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 92 M6 Z 2.84 2.84 0 %100 93 M7 Z 5.49 5.49 0 %100 94 M17 Z 6.86 6.86 0 %100 95 M18 Z 2.44 2.44 0 %100 96 M19 Z 2.44 2.44 0 %100 97 M20 Z 6.86 6.86 0 %100 98 M24 Z 6.86 6.86 0 %100 99 M25 Z 2.44 2.44 0 %100 100 M26 Z 2.44 2.44 0 %100 101 M27 Z 6.86 6.86 0 %100 102 M30 Z 2.85 2.85 0 %100 103 M33 Z 2.85 2.85 0 %100 104 M36 Z 2.85 2.85 0 %100 105 M39 Z 2.85 2.85 0 %100 106 M40 Z 6.65 6.65 0 %100 107 M41 Z 5.49 5.49 0 %100 108 M42 Z 2.84 2.84 0 %100 109 M43 Z 2.84 2.84 0 %100 110 M44 Z 5.49 5.49 0 %100 111 M45 Z 2.84 2.84 0 %100 112 M46 Z 5.49 5.49 0 %100 113 M56 Z 6.86 6.86 0 %100 114 M57 Z 2.44 2.44 0 %100 115 M58 Z 2.44 2.44 0 %100 116 M59 Z 6.86 6.86 0 %100 117 M63 Z 6.86 6.86 0 %100 118 M64 Z 2.44 2.44 0 %100 119 M65 Z 2.44 2.44 0 %100 120 M66 Z 6.86 6.86 0 %100 121 M69 Z 2.85 2.85 0 %100 122 M72 Z 2.85 2.85 0 %100 123 M75 Z 2.85 2.85 0 %100 124 M78 Z 2.85 2.85 0 %100 125 M83 Z 4.46 4.46 0 %100 126 M84 Z 4.46 4.46 0 %100 127 M85 Z 4.11 4.11 0 %100 128 M90 Z 4.46 4.46 0 %100 129 M93 Z 4.46 4.46 0 %100 130 M94 Z 6.65 6.65 0 %100 131 M95 Z 5.49 5.49 0 %100 132 M96 Z 2.84 2.84 0 %100 133 M97 Z 2.84 2.84 0 %100 134 M98 Z 5.49 5.49 0 %100 135 M99 Z 2.84 2.84 0 %100 136 M100 Z 5.49 5.49 0 %100 137 M110 Z 6.86 6.86 0 %100 138 M111 Z 2.44 2.44 0 %100 139 M112 Z 2.44 2.44 0 %100 140 M113 Z 6.86 6.86 0 %100 141 M117 Z 6.86 6.86 0 %100 142 M118 Z 2.44 2.44 0 %100 143 M119 Z 2.44 2.44 0 %100 144 M120 Z 6.86 6.86 0 %100 145 M123 Z 2.85 2.85 0 %100 146 M126 Z 2.85 2.85 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 28 Member Distributed Loads (BLC 4 : WL 30) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 147 M129 Z 2.85 2.85 0 %100 148 M132 Z 2.85 2.85 0 %100 149 M133 Z 6.65 6.65 0 %100 150 M134 Z 5.49 5.49 0 %100 151 M135 Z 2.84 2.84 0 %100 152 M136 Z 2.84 2.84 0 %100 153 M137 Z 5.49 5.49 0 %100 154 M138 Z 2.84 2.84 0 %100 155 M139 Z 5.49 5.49 0 %100 156 M149 Z 6.86 6.86 0 %100 157 M150 Z 2.44 2.44 0 %100 158 M151 Z 2.44 2.44 0 %100 159 M152 Z 6.86 6.86 0 %100 160 M156 Z 6.86 6.86 0 %100 161 M157 Z 2.44 2.44 0 %100 162 M158 Z 2.44 2.44 0 %100 163 M159 Z 6.86 6.86 0 %100 164 M162 Z 2.85 2.85 0 %100 165 M165 Z 2.85 2.85 0 %100 166 M168 Z 2.85 2.85 0 %100 167 M171 Z 2.85 2.85 0 %100 168 M176 Z 4.46 4.46 0 %100 169 M177 Z 4.46 4.46 0 %100 170 M178 Z 4.11 4.11 0 %100 171 M183 Z 4.46 4.46 0 %100 172 M186 Z 4.46 4.46 0 %100 Member Distributed Loads (BLC 5 : WL 60) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -6.65 -6.65 0 %100 2 M2 X -2.84 -2.84 0 %100 3 M3 X -5.49 -5.49 0 %100 4 M4 X -5.49 -5.49 0 %100 5 M5 X -2.84 -2.84 0 %100 6 M6 X -5.49 -5.49 0 %100 7 M7 X -2.84 -2.84 0 %100 8 M17 X -3.3 -3.3 0 %100 9 M18 X -4.58 -4.58 0 %100 10 M19 X -4.58 -4.58 0 %100 11 M20 X -3.3 -3.3 0 %100 12 M24 X -3.3 -3.3 0 %100 13 M25 X -4.58 -4.58 0 %100 14 M26 X -4.58 -4.58 0 %100 15 M27 X -3.3 -3.3 0 %100 16 M30 X -4.94 -4.94 0 %100 17 M33 X -4.94 -4.94 0 %100 18 M36 X -4.94 -4.94 0 %100 19 M39 X -4.94 -4.94 0 %100 20 M40 X -6.65 -6.65 0 %100 21 M41 X -2.84 -2.84 0 %100 22 M42 X -5.49 -5.49 0 %100 23 M43 X -5.49 -5.49 0 %100 24 M44 X -2.84 -2.84 0 %100 25 M45 X -5.49 -5.49 0 %100 26 M46 X -2.84 -2.84 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 29 Member Distributed Loads (BLC 5 : WL 60) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 27 M56 X -3.3 -3.3 0 %100 28 M57 X -4.58 -4.58 0 %100 29 M58 X -4.58 -4.58 0 %100 30 M59 X -3.3 -3.3 0 %100 31 M63 X -3.3 -3.3 0 %100 32 M64 X -4.58 -4.58 0 %100 33 M65 X -4.58 -4.58 0 %100 34 M66 X -3.3 -3.3 0 %100 35 M69 X -4.94 -4.94 0 %100 36 M72 X -4.94 -4.94 0 %100 37 M75 X -4.94 -4.94 0 %100 38 M78 X -4.94 -4.94 0 %100 39 M83 X -2.57 -2.57 0 %100 40 M84 X -2.57 -2.57 0 %100 41 M85 X -4.11 -4.11 0 %100 42 M90 X -2.57 -2.57 0 %100 43 M93 X -2.57 -2.57 0 %100 44 M94 X -6.65 -6.65 0 %100 45 M95 X -2.84 -2.84 0 %100 46 M96 X -5.49 -5.49 0 %100 47 M97 X -5.49 -5.49 0 %100 48 M98 X -2.84 -2.84 0 %100 49 M99 X -5.49 -5.49 0 %100 50 M100 X -2.84 -2.84 0 %100 51 M110 X -3.3 -3.3 0 %100 52 M111 X -4.58 -4.58 0 %100 53 M112 X -4.58 -4.58 0 %100 54 M113 X -3.3 -3.3 0 %100 55 M117 X -3.3 -3.3 0 %100 56 M118 X -4.58 -4.58 0 %100 57 M119 X -4.58 -4.58 0 %100 58 M120 X -3.3 -3.3 0 %100 59 M123 X -4.94 -4.94 0 %100 60 M126 X -4.94 -4.94 0 %100 61 M129 X -4.94 -4.94 0 %100 62 M132 X -4.94 -4.94 0 %100 63 M133 X -6.65 -6.65 0 %100 64 M134 X -2.84 -2.84 0 %100 65 M135 X -5.49 -5.49 0 %100 66 M136 X -5.49 -5.49 0 %100 67 M137 X -2.84 -2.84 0 %100 68 M138 X -5.49 -5.49 0 %100 69 M139 X -2.84 -2.84 0 %100 70 M149 X -3.3 -3.3 0 %100 71 M150 X -4.58 -4.58 0 %100 72 M151 X -4.58 -4.58 0 %100 73 M152 X -3.3 -3.3 0 %100 74 M156 X -3.3 -3.3 0 %100 75 M157 X -4.58 -4.58 0 %100 76 M158 X -4.58 -4.58 0 %100 77 M159 X -3.3 -3.3 0 %100 78 M162 X -4.94 -4.94 0 %100 79 M165 X -4.94 -4.94 0 %100 80 M168 X -4.94 -4.94 0 %100 81 M171 X -4.94 -4.94 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 30 Member Distributed Loads (BLC 5 : WL 60) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 82 M176 X -2.57 -2.57 0 %100 83 M177 X -2.57 -2.57 0 %100 84 M178 X -4.11 -4.11 0 %100 85 M183 X -2.57 -2.57 0 %100 86 M186 X -2.57 -2.57 0 %100 87 M1 Z 3.84 3.84 0 %100 88 M2 Z 1.64 1.64 0 %100 89 M3 Z 3.17 3.17 0 %100 90 M4 Z 3.17 3.17 0 %100 91 M5 Z 1.64 1.64 0 %100 92 M6 Z 3.17 3.17 0 %100 93 M7 Z 1.64 1.64 0 %100 94 M17 Z 1.91 1.91 0 %100 95 M18 Z 2.64 2.64 0 %100 96 M19 Z 2.64 2.64 0 %100 97 M20 Z 1.91 1.91 0 %100 98 M24 Z 1.91 1.91 0 %100 99 M25 Z 2.64 2.64 0 %100 100 M26 Z 2.64 2.64 0 %100 101 M27 Z 1.91 1.91 0 %100 102 M30 Z 2.85 2.85 0 %100 103 M33 Z 2.85 2.85 0 %100 104 M36 Z 2.85 2.85 0 %100 105 M39 Z 2.85 2.85 0 %100 106 M40 Z 3.84 3.84 0 %100 107 M41 Z 1.64 1.64 0 %100 108 M42 Z 3.17 3.17 0 %100 109 M43 Z 3.17 3.17 0 %100 110 M44 Z 1.64 1.64 0 %100 111 M45 Z 3.17 3.17 0 %100 112 M46 Z 1.64 1.64 0 %100 113 M56 Z 1.91 1.91 0 %100 114 M57 Z 2.64 2.64 0 %100 115 M58 Z 2.64 2.64 0 %100 116 M59 Z 1.91 1.91 0 %100 117 M63 Z 1.91 1.91 0 %100 118 M64 Z 2.64 2.64 0 %100 119 M65 Z 2.64 2.64 0 %100 120 M66 Z 1.91 1.91 0 %100 121 M69 Z 2.85 2.85 0 %100 122 M72 Z 2.85 2.85 0 %100 123 M75 Z 2.85 2.85 0 %100 124 M78 Z 2.85 2.85 0 %100 125 M83 Z 1.49 1.49 0 %100 126 M84 Z 1.49 1.49 0 %100 127 M85 Z 2.38 2.38 0 %100 128 M90 Z 1.49 1.49 0 %100 129 M93 Z 1.49 1.49 0 %100 130 M94 Z 3.84 3.84 0 %100 131 M95 Z 1.64 1.64 0 %100 132 M96 Z 3.17 3.17 0 %100 133 M97 Z 3.17 3.17 0 %100 134 M98 Z 1.64 1.64 0 %100 135 M99 Z 3.17 3.17 0 %100 136 M100 Z 1.64 1.64 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 31 Member Distributed Loads (BLC 5 : WL 60) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 137 M110 Z 1.91 1.91 0 %100 138 M111 Z 2.64 2.64 0 %100 139 M112 Z 2.64 2.64 0 %100 140 M113 Z 1.91 1.91 0 %100 141 M117 Z 1.91 1.91 0 %100 142 M118 Z 2.64 2.64 0 %100 143 M119 Z 2.64 2.64 0 %100 144 M120 Z 1.91 1.91 0 %100 145 M123 Z 2.85 2.85 0 %100 146 M126 Z 2.85 2.85 0 %100 147 M129 Z 2.85 2.85 0 %100 148 M132 Z 2.85 2.85 0 %100 149 M133 Z 3.84 3.84 0 %100 150 M134 Z 1.64 1.64 0 %100 151 M135 Z 3.17 3.17 0 %100 152 M136 Z 3.17 3.17 0 %100 153 M137 Z 1.64 1.64 0 %100 154 M138 Z 3.17 3.17 0 %100 155 M139 Z 1.64 1.64 0 %100 156 M149 Z 1.91 1.91 0 %100 157 M150 Z 2.64 2.64 0 %100 158 M151 Z 2.64 2.64 0 %100 159 M152 Z 1.91 1.91 0 %100 160 M156 Z 1.91 1.91 0 %100 161 M157 Z 2.64 2.64 0 %100 162 M158 Z 2.64 2.64 0 %100 163 M159 Z 1.91 1.91 0 %100 164 M162 Z 2.85 2.85 0 %100 165 M165 Z 2.85 2.85 0 %100 166 M168 Z 2.85 2.85 0 %100 167 M171 Z 2.85 2.85 0 %100 168 M176 Z 1.49 1.49 0 %100 169 M177 Z 1.49 1.49 0 %100 170 M178 Z 2.38 2.38 0 %100 171 M183 Z 1.49 1.49 0 %100 172 M186 Z 1.49 1.49 0 %100 Member Distributed Loads (BLC 6 : WL 90) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -7.68 -7.68 0 %100 2 M2 X 0 0 0 %100 3 M3 X -7.32 -7.32 0 %100 4 M4 X -7.32 -7.32 0 %100 5 M5 X 0 0 0 %100 6 M6 X -7.32 -7.32 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X -6.28 -6.28 0 %100 10 M19 X -6.28 -6.28 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X -6.28 -6.28 0 %100 14 M26 X -6.28 -6.28 0 %100 15 M27 X 0 0 0 %100 16 M30 X -6.59 -6.59 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 32 Member Distributed Loads (BLC 6 : WL 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 17 M33 X -6.59 -6.59 0 %100 18 M36 X -6.59 -6.59 0 %100 19 M39 X -6.59 -6.59 0 %100 20 M40 X -7.68 -7.68 0 %100 21 M41 X 0 0 0 %100 22 M42 X -7.32 -7.32 0 %100 23 M43 X -7.32 -7.32 0 %100 24 M44 X 0 0 0 %100 25 M45 X -7.32 -7.32 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X -6.28 -6.28 0 %100 29 M58 X -6.28 -6.28 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X -6.28 -6.28 0 %100 33 M65 X -6.28 -6.28 0 %100 34 M66 X 0 0 0 %100 35 M69 X -6.59 -6.59 0 %100 36 M72 X -6.59 -6.59 0 %100 37 M75 X -6.59 -6.59 0 %100 38 M78 X -6.59 -6.59 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X -4.75 -4.75 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X -7.68 -7.68 0 %100 45 M95 X 0 0 0 %100 46 M96 X -7.32 -7.32 0 %100 47 M97 X -7.32 -7.32 0 %100 48 M98 X 0 0 0 %100 49 M99 X -7.32 -7.32 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X -6.28 -6.28 0 %100 53 M112 X -6.28 -6.28 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X -6.28 -6.28 0 %100 57 M119 X -6.28 -6.28 0 %100 58 M120 X 0 0 0 %100 59 M123 X -6.59 -6.59 0 %100 60 M126 X -6.59 -6.59 0 %100 61 M129 X -6.59 -6.59 0 %100 62 M132 X -6.59 -6.59 0 %100 63 M133 X -7.68 -7.68 0 %100 64 M134 X 0 0 0 %100 65 M135 X -7.32 -7.32 0 %100 66 M136 X -7.32 -7.32 0 %100 67 M137 X 0 0 0 %100 68 M138 X -7.32 -7.32 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X -6.28 -6.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 33 Member Distributed Loads (BLC 6 : WL 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 72 M151 X -6.28 -6.28 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X -6.28 -6.28 0 %100 76 M158 X -6.28 -6.28 0 %100 77 M159 X 0 0 0 %100 78 M162 X -6.59 -6.59 0 %100 79 M165 X -6.59 -6.59 0 %100 80 M168 X -6.59 -6.59 0 %100 81 M171 X -6.59 -6.59 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X -4.75 -4.75 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z 0 0 0 %100 88 M2 Z 0 0 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z 0 0 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z 0 0 0 %100 94 M17 Z 0 0 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z 0 0 0 %100 98 M24 Z 0 0 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z 0 0 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z 0 0 0 %100 107 M41 Z 0 0 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z 0 0 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z 0 0 0 %100 113 M56 Z 0 0 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z 0 0 0 %100 117 M63 Z 0 0 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z 0 0 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z 0 0 0 %100 126 M84 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 34 Member Distributed Loads (BLC 6 : WL 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 127 M85 Z 0 0 0 %100 128 M90 Z 0 0 0 %100 129 M93 Z 0 0 0 %100 130 M94 Z 0 0 0 %100 131 M95 Z 0 0 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z 0 0 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z 0 0 0 %100 137 M110 Z 0 0 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z 0 0 0 %100 141 M117 Z 0 0 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z 0 0 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z 0 0 0 %100 150 M134 Z 0 0 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z 0 0 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z 0 0 0 %100 156 M149 Z 0 0 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z 0 0 0 %100 160 M156 Z 0 0 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z 0 0 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z 0 0 0 %100 169 M177 Z 0 0 0 %100 170 M178 Z 0 0 0 %100 171 M183 Z 0 0 0 %100 172 M186 Z 0 0 0 %100 Member Distributed Loads (BLC 7 : WL 120) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -6.65 -6.65 0 %100 2 M2 X -2.84 -2.84 0 %100 3 M3 X -5.49 -5.49 0 %100 4 M4 X -5.49 -5.49 0 %100 5 M5 X -2.84 -2.84 0 %100 6 M6 X -5.49 -5.49 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 35 Member Distributed Loads (BLC 7 : WL 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 7 M7 X -2.84 -2.84 0 %100 8 M17 X -3.3 -3.3 0 %100 9 M18 X -4.58 -4.58 0 %100 10 M19 X -4.58 -4.58 0 %100 11 M20 X -3.3 -3.3 0 %100 12 M24 X -3.3 -3.3 0 %100 13 M25 X -4.58 -4.58 0 %100 14 M26 X -4.58 -4.58 0 %100 15 M27 X -3.3 -3.3 0 %100 16 M30 X -4.94 -4.94 0 %100 17 M33 X -4.94 -4.94 0 %100 18 M36 X -4.94 -4.94 0 %100 19 M39 X -4.94 -4.94 0 %100 20 M40 X -6.65 -6.65 0 %100 21 M41 X -2.84 -2.84 0 %100 22 M42 X -5.49 -5.49 0 %100 23 M43 X -5.49 -5.49 0 %100 24 M44 X -2.84 -2.84 0 %100 25 M45 X -5.49 -5.49 0 %100 26 M46 X -2.84 -2.84 0 %100 27 M56 X -3.3 -3.3 0 %100 28 M57 X -4.58 -4.58 0 %100 29 M58 X -4.58 -4.58 0 %100 30 M59 X -3.3 -3.3 0 %100 31 M63 X -3.3 -3.3 0 %100 32 M64 X -4.58 -4.58 0 %100 33 M65 X -4.58 -4.58 0 %100 34 M66 X -3.3 -3.3 0 %100 35 M69 X -4.94 -4.94 0 %100 36 M72 X -4.94 -4.94 0 %100 37 M75 X -4.94 -4.94 0 %100 38 M78 X -4.94 -4.94 0 %100 39 M83 X -2.57 -2.57 0 %100 40 M84 X -2.57 -2.57 0 %100 41 M85 X -4.11 -4.11 0 %100 42 M90 X -2.57 -2.57 0 %100 43 M93 X -2.57 -2.57 0 %100 44 M94 X -6.65 -6.65 0 %100 45 M95 X -2.84 -2.84 0 %100 46 M96 X -5.49 -5.49 0 %100 47 M97 X -5.49 -5.49 0 %100 48 M98 X -2.84 -2.84 0 %100 49 M99 X -5.49 -5.49 0 %100 50 M100 X -2.84 -2.84 0 %100 51 M110 X -3.3 -3.3 0 %100 52 M111 X -4.58 -4.58 0 %100 53 M112 X -4.58 -4.58 0 %100 54 M113 X -3.3 -3.3 0 %100 55 M117 X -3.3 -3.3 0 %100 56 M118 X -4.58 -4.58 0 %100 57 M119 X -4.58 -4.58 0 %100 58 M120 X -3.3 -3.3 0 %100 59 M123 X -4.94 -4.94 0 %100 60 M126 X -4.94 -4.94 0 %100 61 M129 X -4.94 -4.94 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 36 Member Distributed Loads (BLC 7 : WL 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 62 M132 X -4.94 -4.94 0 %100 63 M133 X -6.65 -6.65 0 %100 64 M134 X -2.84 -2.84 0 %100 65 M135 X -5.49 -5.49 0 %100 66 M136 X -5.49 -5.49 0 %100 67 M137 X -2.84 -2.84 0 %100 68 M138 X -5.49 -5.49 0 %100 69 M139 X -2.84 -2.84 0 %100 70 M149 X -3.3 -3.3 0 %100 71 M150 X -4.58 -4.58 0 %100 72 M151 X -4.58 -4.58 0 %100 73 M152 X -3.3 -3.3 0 %100 74 M156 X -3.3 -3.3 0 %100 75 M157 X -4.58 -4.58 0 %100 76 M158 X -4.58 -4.58 0 %100 77 M159 X -3.3 -3.3 0 %100 78 M162 X -4.94 -4.94 0 %100 79 M165 X -4.94 -4.94 0 %100 80 M168 X -4.94 -4.94 0 %100 81 M171 X -4.94 -4.94 0 %100 82 M176 X -2.57 -2.57 0 %100 83 M177 X -2.57 -2.57 0 %100 84 M178 X -4.11 -4.11 0 %100 85 M183 X -2.57 -2.57 0 %100 86 M186 X -2.57 -2.57 0 %100 87 M1 Z -3.84 -3.84 0 %100 88 M2 Z -1.64 -1.64 0 %100 89 M3 Z -3.17 -3.17 0 %100 90 M4 Z -3.17 -3.17 0 %100 91 M5 Z -1.64 -1.64 0 %100 92 M6 Z -3.17 -3.17 0 %100 93 M7 Z -1.64 -1.64 0 %100 94 M17 Z -1.91 -1.91 0 %100 95 M18 Z -2.64 -2.64 0 %100 96 M19 Z -2.64 -2.64 0 %100 97 M20 Z -1.91 -1.91 0 %100 98 M24 Z -1.91 -1.91 0 %100 99 M25 Z -2.64 -2.64 0 %100 100 M26 Z -2.64 -2.64 0 %100 101 M27 Z -1.91 -1.91 0 %100 102 M30 Z -2.85 -2.85 0 %100 103 M33 Z -2.85 -2.85 0 %100 104 M36 Z -2.85 -2.85 0 %100 105 M39 Z -2.85 -2.85 0 %100 106 M40 Z -3.84 -3.84 0 %100 107 M41 Z -1.64 -1.64 0 %100 108 M42 Z -3.17 -3.17 0 %100 109 M43 Z -3.17 -3.17 0 %100 110 M44 Z -1.64 -1.64 0 %100 111 M45 Z -3.17 -3.17 0 %100 112 M46 Z -1.64 -1.64 0 %100 113 M56 Z -1.91 -1.91 0 %100 114 M57 Z -2.64 -2.64 0 %100 115 M58 Z -2.64 -2.64 0 %100 116 M59 Z -1.91 -1.91 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 37 Member Distributed Loads (BLC 7 : WL 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 117 M63 Z -1.91 -1.91 0 %100 118 M64 Z -2.64 -2.64 0 %100 119 M65 Z -2.64 -2.64 0 %100 120 M66 Z -1.91 -1.91 0 %100 121 M69 Z -2.85 -2.85 0 %100 122 M72 Z -2.85 -2.85 0 %100 123 M75 Z -2.85 -2.85 0 %100 124 M78 Z -2.85 -2.85 0 %100 125 M83 Z -1.49 -1.49 0 %100 126 M84 Z -1.49 -1.49 0 %100 127 M85 Z -2.38 -2.38 0 %100 128 M90 Z -1.49 -1.49 0 %100 129 M93 Z -1.49 -1.49 0 %100 130 M94 Z -3.84 -3.84 0 %100 131 M95 Z -1.64 -1.64 0 %100 132 M96 Z -3.17 -3.17 0 %100 133 M97 Z -3.17 -3.17 0 %100 134 M98 Z -1.64 -1.64 0 %100 135 M99 Z -3.17 -3.17 0 %100 136 M100 Z -1.64 -1.64 0 %100 137 M110 Z -1.91 -1.91 0 %100 138 M111 Z -2.64 -2.64 0 %100 139 M112 Z -2.64 -2.64 0 %100 140 M113 Z -1.91 -1.91 0 %100 141 M117 Z -1.91 -1.91 0 %100 142 M118 Z -2.64 -2.64 0 %100 143 M119 Z -2.64 -2.64 0 %100 144 M120 Z -1.91 -1.91 0 %100 145 M123 Z -2.85 -2.85 0 %100 146 M126 Z -2.85 -2.85 0 %100 147 M129 Z -2.85 -2.85 0 %100 148 M132 Z -2.85 -2.85 0 %100 149 M133 Z -3.84 -3.84 0 %100 150 M134 Z -1.64 -1.64 0 %100 151 M135 Z -3.17 -3.17 0 %100 152 M136 Z -3.17 -3.17 0 %100 153 M137 Z -1.64 -1.64 0 %100 154 M138 Z -3.17 -3.17 0 %100 155 M139 Z -1.64 -1.64 0 %100 156 M149 Z -1.91 -1.91 0 %100 157 M150 Z -2.64 -2.64 0 %100 158 M151 Z -2.64 -2.64 0 %100 159 M152 Z -1.91 -1.91 0 %100 160 M156 Z -1.91 -1.91 0 %100 161 M157 Z -2.64 -2.64 0 %100 162 M158 Z -2.64 -2.64 0 %100 163 M159 Z -1.91 -1.91 0 %100 164 M162 Z -2.85 -2.85 0 %100 165 M165 Z -2.85 -2.85 0 %100 166 M168 Z -2.85 -2.85 0 %100 167 M171 Z -2.85 -2.85 0 %100 168 M176 Z -1.49 -1.49 0 %100 169 M177 Z -1.49 -1.49 0 %100 170 M178 Z -2.38 -2.38 0 %100 171 M183 Z -1.49 -1.49 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 38 Member Distributed Loads (BLC 7 : WL 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 172 M186 Z -1.49 -1.49 0 %100 Member Distributed Loads (BLC 8 : WL 150) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -3.84 -3.84 0 %100 2 M2 X -3.17 -3.17 0 %100 3 M3 X -1.64 -1.64 0 %100 4 M4 X -1.64 -1.64 0 %100 5 M5 X -3.17 -3.17 0 %100 6 M6 X -1.64 -1.64 0 %100 7 M7 X -3.17 -3.17 0 %100 8 M17 X -3.96 -3.96 0 %100 9 M18 X -1.41 -1.41 0 %100 10 M19 X -1.41 -1.41 0 %100 11 M20 X -3.96 -3.96 0 %100 12 M24 X -3.96 -3.96 0 %100 13 M25 X -1.41 -1.41 0 %100 14 M26 X -1.41 -1.41 0 %100 15 M27 X -3.96 -3.96 0 %100 16 M30 X -1.65 -1.65 0 %100 17 M33 X -1.65 -1.65 0 %100 18 M36 X -1.65 -1.65 0 %100 19 M39 X -1.65 -1.65 0 %100 20 M40 X -3.84 -3.84 0 %100 21 M41 X -3.17 -3.17 0 %100 22 M42 X -1.64 -1.64 0 %100 23 M43 X -1.64 -1.64 0 %100 24 M44 X -3.17 -3.17 0 %100 25 M45 X -1.64 -1.64 0 %100 26 M46 X -3.17 -3.17 0 %100 27 M56 X -3.96 -3.96 0 %100 28 M57 X -1.41 -1.41 0 %100 29 M58 X -1.41 -1.41 0 %100 30 M59 X -3.96 -3.96 0 %100 31 M63 X -3.96 -3.96 0 %100 32 M64 X -1.41 -1.41 0 %100 33 M65 X -1.41 -1.41 0 %100 34 M66 X -3.96 -3.96 0 %100 35 M69 X -1.65 -1.65 0 %100 36 M72 X -1.65 -1.65 0 %100 37 M75 X -1.65 -1.65 0 %100 38 M78 X -1.65 -1.65 0 %100 39 M83 X -2.57 -2.57 0 %100 40 M84 X -2.57 -2.57 0 %100 41 M85 X -2.38 -2.38 0 %100 42 M90 X -2.57 -2.57 0 %100 43 M93 X -2.57 -2.57 0 %100 44 M94 X -3.84 -3.84 0 %100 45 M95 X -3.17 -3.17 0 %100 46 M96 X -1.64 -1.64 0 %100 47 M97 X -1.64 -1.64 0 %100 48 M98 X -3.17 -3.17 0 %100 49 M99 X -1.64 -1.64 0 %100 50 M100 X -3.17 -3.17 0 %100 51 M110 X -3.96 -3.96 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 39 Member Distributed Loads (BLC 8 : WL 150) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 52 M111 X -1.41 -1.41 0 %100 53 M112 X -1.41 -1.41 0 %100 54 M113 X -3.96 -3.96 0 %100 55 M117 X -3.96 -3.96 0 %100 56 M118 X -1.41 -1.41 0 %100 57 M119 X -1.41 -1.41 0 %100 58 M120 X -3.96 -3.96 0 %100 59 M123 X -1.65 -1.65 0 %100 60 M126 X -1.65 -1.65 0 %100 61 M129 X -1.65 -1.65 0 %100 62 M132 X -1.65 -1.65 0 %100 63 M133 X -3.84 -3.84 0 %100 64 M134 X -3.17 -3.17 0 %100 65 M135 X -1.64 -1.64 0 %100 66 M136 X -1.64 -1.64 0 %100 67 M137 X -3.17 -3.17 0 %100 68 M138 X -1.64 -1.64 0 %100 69 M139 X -3.17 -3.17 0 %100 70 M149 X -3.96 -3.96 0 %100 71 M150 X -1.41 -1.41 0 %100 72 M151 X -1.41 -1.41 0 %100 73 M152 X -3.96 -3.96 0 %100 74 M156 X -3.96 -3.96 0 %100 75 M157 X -1.41 -1.41 0 %100 76 M158 X -1.41 -1.41 0 %100 77 M159 X -3.96 -3.96 0 %100 78 M162 X -1.65 -1.65 0 %100 79 M165 X -1.65 -1.65 0 %100 80 M168 X -1.65 -1.65 0 %100 81 M171 X -1.65 -1.65 0 %100 82 M176 X -2.57 -2.57 0 %100 83 M177 X -2.57 -2.57 0 %100 84 M178 X -2.38 -2.38 0 %100 85 M183 X -2.57 -2.57 0 %100 86 M186 X -2.57 -2.57 0 %100 87 M1 Z -6.65 -6.65 0 %100 88 M2 Z -5.49 -5.49 0 %100 89 M3 Z -2.84 -2.84 0 %100 90 M4 Z -2.84 -2.84 0 %100 91 M5 Z -5.49 -5.49 0 %100 92 M6 Z -2.84 -2.84 0 %100 93 M7 Z -5.49 -5.49 0 %100 94 M17 Z -6.86 -6.86 0 %100 95 M18 Z -2.44 -2.44 0 %100 96 M19 Z -2.44 -2.44 0 %100 97 M20 Z -6.86 -6.86 0 %100 98 M24 Z -6.86 -6.86 0 %100 99 M25 Z -2.44 -2.44 0 %100 100 M26 Z -2.44 -2.44 0 %100 101 M27 Z -6.86 -6.86 0 %100 102 M30 Z -2.85 -2.85 0 %100 103 M33 Z -2.85 -2.85 0 %100 104 M36 Z -2.85 -2.85 0 %100 105 M39 Z -2.85 -2.85 0 %100 106 M40 Z -6.65 -6.65 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 40 Member Distributed Loads (BLC 8 : WL 150) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 107 M41 Z -5.49 -5.49 0 %100 108 M42 Z -2.84 -2.84 0 %100 109 M43 Z -2.84 -2.84 0 %100 110 M44 Z -5.49 -5.49 0 %100 111 M45 Z -2.84 -2.84 0 %100 112 M46 Z -5.49 -5.49 0 %100 113 M56 Z -6.86 -6.86 0 %100 114 M57 Z -2.44 -2.44 0 %100 115 M58 Z -2.44 -2.44 0 %100 116 M59 Z -6.86 -6.86 0 %100 117 M63 Z -6.86 -6.86 0 %100 118 M64 Z -2.44 -2.44 0 %100 119 M65 Z -2.44 -2.44 0 %100 120 M66 Z -6.86 -6.86 0 %100 121 M69 Z -2.85 -2.85 0 %100 122 M72 Z -2.85 -2.85 0 %100 123 M75 Z -2.85 -2.85 0 %100 124 M78 Z -2.85 -2.85 0 %100 125 M83 Z -4.46 -4.46 0 %100 126 M84 Z -4.46 -4.46 0 %100 127 M85 Z -4.11 -4.11 0 %100 128 M90 Z -4.46 -4.46 0 %100 129 M93 Z -4.46 -4.46 0 %100 130 M94 Z -6.65 -6.65 0 %100 131 M95 Z -5.49 -5.49 0 %100 132 M96 Z -2.84 -2.84 0 %100 133 M97 Z -2.84 -2.84 0 %100 134 M98 Z -5.49 -5.49 0 %100 135 M99 Z -2.84 -2.84 0 %100 136 M100 Z -5.49 -5.49 0 %100 137 M110 Z -6.86 -6.86 0 %100 138 M111 Z -2.44 -2.44 0 %100 139 M112 Z -2.44 -2.44 0 %100 140 M113 Z -6.86 -6.86 0 %100 141 M117 Z -6.86 -6.86 0 %100 142 M118 Z -2.44 -2.44 0 %100 143 M119 Z -2.44 -2.44 0 %100 144 M120 Z -6.86 -6.86 0 %100 145 M123 Z -2.85 -2.85 0 %100 146 M126 Z -2.85 -2.85 0 %100 147 M129 Z -2.85 -2.85 0 %100 148 M132 Z -2.85 -2.85 0 %100 149 M133 Z -6.65 -6.65 0 %100 150 M134 Z -5.49 -5.49 0 %100 151 M135 Z -2.84 -2.84 0 %100 152 M136 Z -2.84 -2.84 0 %100 153 M137 Z -5.49 -5.49 0 %100 154 M138 Z -2.84 -2.84 0 %100 155 M139 Z -5.49 -5.49 0 %100 156 M149 Z -6.86 -6.86 0 %100 157 M150 Z -2.44 -2.44 0 %100 158 M151 Z -2.44 -2.44 0 %100 159 M152 Z -6.86 -6.86 0 %100 160 M156 Z -6.86 -6.86 0 %100 161 M157 Z -2.44 -2.44 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 41 Member Distributed Loads (BLC 8 : WL 150) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 162 M158 Z -2.44 -2.44 0 %100 163 M159 Z -6.86 -6.86 0 %100 164 M162 Z -2.85 -2.85 0 %100 165 M165 Z -2.85 -2.85 0 %100 166 M168 Z -2.85 -2.85 0 %100 167 M171 Z -2.85 -2.85 0 %100 168 M176 Z -4.46 -4.46 0 %100 169 M177 Z -4.46 -4.46 0 %100 170 M178 Z -4.11 -4.11 0 %100 171 M183 Z -4.46 -4.46 0 %100 172 M186 Z -4.46 -4.46 0 %100 Member Distributed Loads (BLC 9 : WL 180) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M40 X 0 0 0 %100 21 M41 X 0 0 0 %100 22 M42 X 0 0 0 %100 23 M43 X 0 0 0 %100 24 M44 X 0 0 0 %100 25 M45 X 0 0 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X 0 0 0 %100 29 M58 X 0 0 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X 0 0 0 %100 33 M65 X 0 0 0 %100 34 M66 X 0 0 0 %100 35 M69 X 0 0 0 %100 36 M72 X 0 0 0 %100 37 M75 X 0 0 0 %100 38 M78 X 0 0 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 42 Member Distributed Loads (BLC 9 : WL 180) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X 0 0 0 %100 45 M95 X 0 0 0 %100 46 M96 X 0 0 0 %100 47 M97 X 0 0 0 %100 48 M98 X 0 0 0 %100 49 M99 X 0 0 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X 0 0 0 %100 53 M112 X 0 0 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X 0 0 0 %100 57 M119 X 0 0 0 %100 58 M120 X 0 0 0 %100 59 M123 X 0 0 0 %100 60 M126 X 0 0 0 %100 61 M129 X 0 0 0 %100 62 M132 X 0 0 0 %100 63 M133 X 0 0 0 %100 64 M134 X 0 0 0 %100 65 M135 X 0 0 0 %100 66 M136 X 0 0 0 %100 67 M137 X 0 0 0 %100 68 M138 X 0 0 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X 0 0 0 %100 72 M151 X 0 0 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X 0 0 0 %100 76 M158 X 0 0 0 %100 77 M159 X 0 0 0 %100 78 M162 X 0 0 0 %100 79 M165 X 0 0 0 %100 80 M168 X 0 0 0 %100 81 M171 X 0 0 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X 0 0 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z -7.68 -7.68 0 %100 88 M2 Z -7.32 -7.32 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z -7.32 -7.32 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z -7.32 -7.32 0 %100 94 M17 Z -9.15 -9.15 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 43 Member Distributed Loads (BLC 9 : WL 180) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 97 M20 Z -9.15 -9.15 0 %100 98 M24 Z -9.15 -9.15 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z -9.15 -9.15 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z -7.68 -7.68 0 %100 107 M41 Z -7.32 -7.32 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z -7.32 -7.32 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z -7.32 -7.32 0 %100 113 M56 Z -9.15 -9.15 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z -9.15 -9.15 0 %100 117 M63 Z -9.15 -9.15 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z -9.15 -9.15 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z -5.95 -5.95 0 %100 126 M84 Z -5.95 -5.95 0 %100 127 M85 Z -4.75 -4.75 0 %100 128 M90 Z -5.95 -5.95 0 %100 129 M93 Z -5.95 -5.95 0 %100 130 M94 Z -7.68 -7.68 0 %100 131 M95 Z -7.32 -7.32 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z -7.32 -7.32 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z -7.32 -7.32 0 %100 137 M110 Z -9.15 -9.15 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z -9.15 -9.15 0 %100 141 M117 Z -9.15 -9.15 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z -9.15 -9.15 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z -7.68 -7.68 0 %100 150 M134 Z -7.32 -7.32 0 %100 151 M135 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 44 Member Distributed Loads (BLC 9 : WL 180) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 152 M136 Z 0 0 0 %100 153 M137 Z -7.32 -7.32 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z -7.32 -7.32 0 %100 156 M149 Z -9.15 -9.15 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z -9.15 -9.15 0 %100 160 M156 Z -9.15 -9.15 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z -9.15 -9.15 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z -5.95 -5.95 0 %100 169 M177 Z -5.95 -5.95 0 %100 170 M178 Z -4.75 -4.75 0 %100 171 M183 Z -5.95 -5.95 0 %100 172 M186 Z -5.95 -5.95 0 %100 Member Distributed Loads (BLC 10 : WL 210) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 3.84 3.84 0 %100 2 M2 X 3.17 3.17 0 %100 3 M3 X 1.64 1.64 0 %100 4 M4 X 1.64 1.64 0 %100 5 M5 X 3.17 3.17 0 %100 6 M6 X 1.64 1.64 0 %100 7 M7 X 3.17 3.17 0 %100 8 M17 X 3.96 3.96 0 %100 9 M18 X 1.41 1.41 0 %100 10 M19 X 1.41 1.41 0 %100 11 M20 X 3.96 3.96 0 %100 12 M24 X 3.96 3.96 0 %100 13 M25 X 1.41 1.41 0 %100 14 M26 X 1.41 1.41 0 %100 15 M27 X 3.96 3.96 0 %100 16 M30 X 1.65 1.65 0 %100 17 M33 X 1.65 1.65 0 %100 18 M36 X 1.65 1.65 0 %100 19 M39 X 1.65 1.65 0 %100 20 M40 X 3.84 3.84 0 %100 21 M41 X 3.17 3.17 0 %100 22 M42 X 1.64 1.64 0 %100 23 M43 X 1.64 1.64 0 %100 24 M44 X 3.17 3.17 0 %100 25 M45 X 1.64 1.64 0 %100 26 M46 X 3.17 3.17 0 %100 27 M56 X 3.96 3.96 0 %100 28 M57 X 1.41 1.41 0 %100 29 M58 X 1.41 1.41 0 %100 30 M59 X 3.96 3.96 0 %100 31 M63 X 3.96 3.96 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 45 Member Distributed Loads (BLC 10 : WL 210) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 32 M64 X 1.41 1.41 0 %100 33 M65 X 1.41 1.41 0 %100 34 M66 X 3.96 3.96 0 %100 35 M69 X 1.65 1.65 0 %100 36 M72 X 1.65 1.65 0 %100 37 M75 X 1.65 1.65 0 %100 38 M78 X 1.65 1.65 0 %100 39 M83 X 2.57 2.57 0 %100 40 M84 X 2.57 2.57 0 %100 41 M85 X 2.38 2.38 0 %100 42 M90 X 2.57 2.57 0 %100 43 M93 X 2.57 2.57 0 %100 44 M94 X 3.84 3.84 0 %100 45 M95 X 3.17 3.17 0 %100 46 M96 X 1.64 1.64 0 %100 47 M97 X 1.64 1.64 0 %100 48 M98 X 3.17 3.17 0 %100 49 M99 X 1.64 1.64 0 %100 50 M100 X 3.17 3.17 0 %100 51 M110 X 3.96 3.96 0 %100 52 M111 X 1.41 1.41 0 %100 53 M112 X 1.41 1.41 0 %100 54 M113 X 3.96 3.96 0 %100 55 M117 X 3.96 3.96 0 %100 56 M118 X 1.41 1.41 0 %100 57 M119 X 1.41 1.41 0 %100 58 M120 X 3.96 3.96 0 %100 59 M123 X 1.65 1.65 0 %100 60 M126 X 1.65 1.65 0 %100 61 M129 X 1.65 1.65 0 %100 62 M132 X 1.65 1.65 0 %100 63 M133 X 3.84 3.84 0 %100 64 M134 X 3.17 3.17 0 %100 65 M135 X 1.64 1.64 0 %100 66 M136 X 1.64 1.64 0 %100 67 M137 X 3.17 3.17 0 %100 68 M138 X 1.64 1.64 0 %100 69 M139 X 3.17 3.17 0 %100 70 M149 X 3.96 3.96 0 %100 71 M150 X 1.41 1.41 0 %100 72 M151 X 1.41 1.41 0 %100 73 M152 X 3.96 3.96 0 %100 74 M156 X 3.96 3.96 0 %100 75 M157 X 1.41 1.41 0 %100 76 M158 X 1.41 1.41 0 %100 77 M159 X 3.96 3.96 0 %100 78 M162 X 1.65 1.65 0 %100 79 M165 X 1.65 1.65 0 %100 80 M168 X 1.65 1.65 0 %100 81 M171 X 1.65 1.65 0 %100 82 M176 X 2.57 2.57 0 %100 83 M177 X 2.57 2.57 0 %100 84 M178 X 2.38 2.38 0 %100 85 M183 X 2.57 2.57 0 %100 86 M186 X 2.57 2.57 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 46 Member Distributed Loads (BLC 10 : WL 210) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 87 M1 Z -6.65 -6.65 0 %100 88 M2 Z -5.49 -5.49 0 %100 89 M3 Z -2.84 -2.84 0 %100 90 M4 Z -2.84 -2.84 0 %100 91 M5 Z -5.49 -5.49 0 %100 92 M6 Z -2.84 -2.84 0 %100 93 M7 Z -5.49 -5.49 0 %100 94 M17 Z -6.86 -6.86 0 %100 95 M18 Z -2.44 -2.44 0 %100 96 M19 Z -2.44 -2.44 0 %100 97 M20 Z -6.86 -6.86 0 %100 98 M24 Z -6.86 -6.86 0 %100 99 M25 Z -2.44 -2.44 0 %100 100 M26 Z -2.44 -2.44 0 %100 101 M27 Z -6.86 -6.86 0 %100 102 M30 Z -2.85 -2.85 0 %100 103 M33 Z -2.85 -2.85 0 %100 104 M36 Z -2.85 -2.85 0 %100 105 M39 Z -2.85 -2.85 0 %100 106 M40 Z -6.65 -6.65 0 %100 107 M41 Z -5.49 -5.49 0 %100 108 M42 Z -2.84 -2.84 0 %100 109 M43 Z -2.84 -2.84 0 %100 110 M44 Z -5.49 -5.49 0 %100 111 M45 Z -2.84 -2.84 0 %100 112 M46 Z -5.49 -5.49 0 %100 113 M56 Z -6.86 -6.86 0 %100 114 M57 Z -2.44 -2.44 0 %100 115 M58 Z -2.44 -2.44 0 %100 116 M59 Z -6.86 -6.86 0 %100 117 M63 Z -6.86 -6.86 0 %100 118 M64 Z -2.44 -2.44 0 %100 119 M65 Z -2.44 -2.44 0 %100 120 M66 Z -6.86 -6.86 0 %100 121 M69 Z -2.85 -2.85 0 %100 122 M72 Z -2.85 -2.85 0 %100 123 M75 Z -2.85 -2.85 0 %100 124 M78 Z -2.85 -2.85 0 %100 125 M83 Z -4.46 -4.46 0 %100 126 M84 Z -4.46 -4.46 0 %100 127 M85 Z -4.11 -4.11 0 %100 128 M90 Z -4.46 -4.46 0 %100 129 M93 Z -4.46 -4.46 0 %100 130 M94 Z -6.65 -6.65 0 %100 131 M95 Z -5.49 -5.49 0 %100 132 M96 Z -2.84 -2.84 0 %100 133 M97 Z -2.84 -2.84 0 %100 134 M98 Z -5.49 -5.49 0 %100 135 M99 Z -2.84 -2.84 0 %100 136 M100 Z -5.49 -5.49 0 %100 137 M110 Z -6.86 -6.86 0 %100 138 M111 Z -2.44 -2.44 0 %100 139 M112 Z -2.44 -2.44 0 %100 140 M113 Z -6.86 -6.86 0 %100 141 M117 Z -6.86 -6.86 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 47 Member Distributed Loads (BLC 10 : WL 210) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 142 M118 Z -2.44 -2.44 0 %100 143 M119 Z -2.44 -2.44 0 %100 144 M120 Z -6.86 -6.86 0 %100 145 M123 Z -2.85 -2.85 0 %100 146 M126 Z -2.85 -2.85 0 %100 147 M129 Z -2.85 -2.85 0 %100 148 M132 Z -2.85 -2.85 0 %100 149 M133 Z -6.65 -6.65 0 %100 150 M134 Z -5.49 -5.49 0 %100 151 M135 Z -2.84 -2.84 0 %100 152 M136 Z -2.84 -2.84 0 %100 153 M137 Z -5.49 -5.49 0 %100 154 M138 Z -2.84 -2.84 0 %100 155 M139 Z -5.49 -5.49 0 %100 156 M149 Z -6.86 -6.86 0 %100 157 M150 Z -2.44 -2.44 0 %100 158 M151 Z -2.44 -2.44 0 %100 159 M152 Z -6.86 -6.86 0 %100 160 M156 Z -6.86 -6.86 0 %100 161 M157 Z -2.44 -2.44 0 %100 162 M158 Z -2.44 -2.44 0 %100 163 M159 Z -6.86 -6.86 0 %100 164 M162 Z -2.85 -2.85 0 %100 165 M165 Z -2.85 -2.85 0 %100 166 M168 Z -2.85 -2.85 0 %100 167 M171 Z -2.85 -2.85 0 %100 168 M176 Z -4.46 -4.46 0 %100 169 M177 Z -4.46 -4.46 0 %100 170 M178 Z -4.11 -4.11 0 %100 171 M183 Z -4.46 -4.46 0 %100 172 M186 Z -4.46 -4.46 0 %100 Member Distributed Loads (BLC 11 : WL 240) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 6.65 6.65 0 %100 2 M2 X 2.84 2.84 0 %100 3 M3 X 5.49 5.49 0 %100 4 M4 X 5.49 5.49 0 %100 5 M5 X 2.84 2.84 0 %100 6 M6 X 5.49 5.49 0 %100 7 M7 X 2.84 2.84 0 %100 8 M17 X 3.3 3.3 0 %100 9 M18 X 4.58 4.58 0 %100 10 M19 X 4.58 4.58 0 %100 11 M20 X 3.3 3.3 0 %100 12 M24 X 3.3 3.3 0 %100 13 M25 X 4.58 4.58 0 %100 14 M26 X 4.58 4.58 0 %100 15 M27 X 3.3 3.3 0 %100 16 M30 X 4.94 4.94 0 %100 17 M33 X 4.94 4.94 0 %100 18 M36 X 4.94 4.94 0 %100 19 M39 X 4.94 4.94 0 %100 20 M40 X 6.65 6.65 0 %100 21 M41 X 2.84 2.84 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 48 Member Distributed Loads (BLC 11 : WL 240) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 22 M42 X 5.49 5.49 0 %100 23 M43 X 5.49 5.49 0 %100 24 M44 X 2.84 2.84 0 %100 25 M45 X 5.49 5.49 0 %100 26 M46 X 2.84 2.84 0 %100 27 M56 X 3.3 3.3 0 %100 28 M57 X 4.58 4.58 0 %100 29 M58 X 4.58 4.58 0 %100 30 M59 X 3.3 3.3 0 %100 31 M63 X 3.3 3.3 0 %100 32 M64 X 4.58 4.58 0 %100 33 M65 X 4.58 4.58 0 %100 34 M66 X 3.3 3.3 0 %100 35 M69 X 4.94 4.94 0 %100 36 M72 X 4.94 4.94 0 %100 37 M75 X 4.94 4.94 0 %100 38 M78 X 4.94 4.94 0 %100 39 M83 X 2.57 2.57 0 %100 40 M84 X 2.57 2.57 0 %100 41 M85 X 4.11 4.11 0 %100 42 M90 X 2.57 2.57 0 %100 43 M93 X 2.57 2.57 0 %100 44 M94 X 6.65 6.65 0 %100 45 M95 X 2.84 2.84 0 %100 46 M96 X 5.49 5.49 0 %100 47 M97 X 5.49 5.49 0 %100 48 M98 X 2.84 2.84 0 %100 49 M99 X 5.49 5.49 0 %100 50 M100 X 2.84 2.84 0 %100 51 M110 X 3.3 3.3 0 %100 52 M111 X 4.58 4.58 0 %100 53 M112 X 4.58 4.58 0 %100 54 M113 X 3.3 3.3 0 %100 55 M117 X 3.3 3.3 0 %100 56 M118 X 4.58 4.58 0 %100 57 M119 X 4.58 4.58 0 %100 58 M120 X 3.3 3.3 0 %100 59 M123 X 4.94 4.94 0 %100 60 M126 X 4.94 4.94 0 %100 61 M129 X 4.94 4.94 0 %100 62 M132 X 4.94 4.94 0 %100 63 M133 X 6.65 6.65 0 %100 64 M134 X 2.84 2.84 0 %100 65 M135 X 5.49 5.49 0 %100 66 M136 X 5.49 5.49 0 %100 67 M137 X 2.84 2.84 0 %100 68 M138 X 5.49 5.49 0 %100 69 M139 X 2.84 2.84 0 %100 70 M149 X 3.3 3.3 0 %100 71 M150 X 4.58 4.58 0 %100 72 M151 X 4.58 4.58 0 %100 73 M152 X 3.3 3.3 0 %100 74 M156 X 3.3 3.3 0 %100 75 M157 X 4.58 4.58 0 %100 76 M158 X 4.58 4.58 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 49 Member Distributed Loads (BLC 11 : WL 240) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 77 M159 X 3.3 3.3 0 %100 78 M162 X 4.94 4.94 0 %100 79 M165 X 4.94 4.94 0 %100 80 M168 X 4.94 4.94 0 %100 81 M171 X 4.94 4.94 0 %100 82 M176 X 2.57 2.57 0 %100 83 M177 X 2.57 2.57 0 %100 84 M178 X 4.11 4.11 0 %100 85 M183 X 2.57 2.57 0 %100 86 M186 X 2.57 2.57 0 %100 87 M1 Z -3.84 -3.84 0 %100 88 M2 Z -1.64 -1.64 0 %100 89 M3 Z -3.17 -3.17 0 %100 90 M4 Z -3.17 -3.17 0 %100 91 M5 Z -1.64 -1.64 0 %100 92 M6 Z -3.17 -3.17 0 %100 93 M7 Z -1.64 -1.64 0 %100 94 M17 Z -1.91 -1.91 0 %100 95 M18 Z -2.64 -2.64 0 %100 96 M19 Z -2.64 -2.64 0 %100 97 M20 Z -1.91 -1.91 0 %100 98 M24 Z -1.91 -1.91 0 %100 99 M25 Z -2.64 -2.64 0 %100 100 M26 Z -2.64 -2.64 0 %100 101 M27 Z -1.91 -1.91 0 %100 102 M30 Z -2.85 -2.85 0 %100 103 M33 Z -2.85 -2.85 0 %100 104 M36 Z -2.85 -2.85 0 %100 105 M39 Z -2.85 -2.85 0 %100 106 M40 Z -3.84 -3.84 0 %100 107 M41 Z -1.64 -1.64 0 %100 108 M42 Z -3.17 -3.17 0 %100 109 M43 Z -3.17 -3.17 0 %100 110 M44 Z -1.64 -1.64 0 %100 111 M45 Z -3.17 -3.17 0 %100 112 M46 Z -1.64 -1.64 0 %100 113 M56 Z -1.91 -1.91 0 %100 114 M57 Z -2.64 -2.64 0 %100 115 M58 Z -2.64 -2.64 0 %100 116 M59 Z -1.91 -1.91 0 %100 117 M63 Z -1.91 -1.91 0 %100 118 M64 Z -2.64 -2.64 0 %100 119 M65 Z -2.64 -2.64 0 %100 120 M66 Z -1.91 -1.91 0 %100 121 M69 Z -2.85 -2.85 0 %100 122 M72 Z -2.85 -2.85 0 %100 123 M75 Z -2.85 -2.85 0 %100 124 M78 Z -2.85 -2.85 0 %100 125 M83 Z -1.49 -1.49 0 %100 126 M84 Z -1.49 -1.49 0 %100 127 M85 Z -2.38 -2.38 0 %100 128 M90 Z -1.49 -1.49 0 %100 129 M93 Z -1.49 -1.49 0 %100 130 M94 Z -3.84 -3.84 0 %100 131 M95 Z -1.64 -1.64 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 50 Member Distributed Loads (BLC 11 : WL 240) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 132 M96 Z -3.17 -3.17 0 %100 133 M97 Z -3.17 -3.17 0 %100 134 M98 Z -1.64 -1.64 0 %100 135 M99 Z -3.17 -3.17 0 %100 136 M100 Z -1.64 -1.64 0 %100 137 M110 Z -1.91 -1.91 0 %100 138 M111 Z -2.64 -2.64 0 %100 139 M112 Z -2.64 -2.64 0 %100 140 M113 Z -1.91 -1.91 0 %100 141 M117 Z -1.91 -1.91 0 %100 142 M118 Z -2.64 -2.64 0 %100 143 M119 Z -2.64 -2.64 0 %100 144 M120 Z -1.91 -1.91 0 %100 145 M123 Z -2.85 -2.85 0 %100 146 M126 Z -2.85 -2.85 0 %100 147 M129 Z -2.85 -2.85 0 %100 148 M132 Z -2.85 -2.85 0 %100 149 M133 Z -3.84 -3.84 0 %100 150 M134 Z -1.64 -1.64 0 %100 151 M135 Z -3.17 -3.17 0 %100 152 M136 Z -3.17 -3.17 0 %100 153 M137 Z -1.64 -1.64 0 %100 154 M138 Z -3.17 -3.17 0 %100 155 M139 Z -1.64 -1.64 0 %100 156 M149 Z -1.91 -1.91 0 %100 157 M150 Z -2.64 -2.64 0 %100 158 M151 Z -2.64 -2.64 0 %100 159 M152 Z -1.91 -1.91 0 %100 160 M156 Z -1.91 -1.91 0 %100 161 M157 Z -2.64 -2.64 0 %100 162 M158 Z -2.64 -2.64 0 %100 163 M159 Z -1.91 -1.91 0 %100 164 M162 Z -2.85 -2.85 0 %100 165 M165 Z -2.85 -2.85 0 %100 166 M168 Z -2.85 -2.85 0 %100 167 M171 Z -2.85 -2.85 0 %100 168 M176 Z -1.49 -1.49 0 %100 169 M177 Z -1.49 -1.49 0 %100 170 M178 Z -2.38 -2.38 0 %100 171 M183 Z -1.49 -1.49 0 %100 172 M186 Z -1.49 -1.49 0 %100 Member Distributed Loads (BLC 12 : WL 270) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 7.68 7.68 0 %100 2 M2 X 0 0 0 %100 3 M3 X 7.32 7.32 0 %100 4 M4 X 7.32 7.32 0 %100 5 M5 X 0 0 0 %100 6 M6 X 7.32 7.32 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 6.28 6.28 0 %100 10 M19 X 6.28 6.28 0 %100 11 M20 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 51 Member Distributed Loads (BLC 12 : WL 270) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 12 M24 X 0 0 0 %100 13 M25 X 6.28 6.28 0 %100 14 M26 X 6.28 6.28 0 %100 15 M27 X 0 0 0 %100 16 M30 X 6.59 6.59 0 %100 17 M33 X 6.59 6.59 0 %100 18 M36 X 6.59 6.59 0 %100 19 M39 X 6.59 6.59 0 %100 20 M40 X 7.68 7.68 0 %100 21 M41 X 0 0 0 %100 22 M42 X 7.32 7.32 0 %100 23 M43 X 7.32 7.32 0 %100 24 M44 X 0 0 0 %100 25 M45 X 7.32 7.32 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X 6.28 6.28 0 %100 29 M58 X 6.28 6.28 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X 6.28 6.28 0 %100 33 M65 X 6.28 6.28 0 %100 34 M66 X 0 0 0 %100 35 M69 X 6.59 6.59 0 %100 36 M72 X 6.59 6.59 0 %100 37 M75 X 6.59 6.59 0 %100 38 M78 X 6.59 6.59 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X 4.75 4.75 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X 7.68 7.68 0 %100 45 M95 X 0 0 0 %100 46 M96 X 7.32 7.32 0 %100 47 M97 X 7.32 7.32 0 %100 48 M98 X 0 0 0 %100 49 M99 X 7.32 7.32 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X 6.28 6.28 0 %100 53 M112 X 6.28 6.28 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X 6.28 6.28 0 %100 57 M119 X 6.28 6.28 0 %100 58 M120 X 0 0 0 %100 59 M123 X 6.59 6.59 0 %100 60 M126 X 6.59 6.59 0 %100 61 M129 X 6.59 6.59 0 %100 62 M132 X 6.59 6.59 0 %100 63 M133 X 7.68 7.68 0 %100 64 M134 X 0 0 0 %100 65 M135 X 7.32 7.32 0 %100 66 M136 X 7.32 7.32 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 52 Member Distributed Loads (BLC 12 : WL 270) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 67 M137 X 0 0 0 %100 68 M138 X 7.32 7.32 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X 6.28 6.28 0 %100 72 M151 X 6.28 6.28 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X 6.28 6.28 0 %100 76 M158 X 6.28 6.28 0 %100 77 M159 X 0 0 0 %100 78 M162 X 6.59 6.59 0 %100 79 M165 X 6.59 6.59 0 %100 80 M168 X 6.59 6.59 0 %100 81 M171 X 6.59 6.59 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X 4.75 4.75 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z 0 0 0 %100 88 M2 Z 0 0 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z 0 0 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z 0 0 0 %100 94 M17 Z 0 0 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z 0 0 0 %100 98 M24 Z 0 0 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z 0 0 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z 0 0 0 %100 107 M41 Z 0 0 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z 0 0 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z 0 0 0 %100 113 M56 Z 0 0 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z 0 0 0 %100 117 M63 Z 0 0 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z 0 0 0 %100 121 M69 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 53 Member Distributed Loads (BLC 12 : WL 270) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z 0 0 0 %100 126 M84 Z 0 0 0 %100 127 M85 Z 0 0 0 %100 128 M90 Z 0 0 0 %100 129 M93 Z 0 0 0 %100 130 M94 Z 0 0 0 %100 131 M95 Z 0 0 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z 0 0 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z 0 0 0 %100 137 M110 Z 0 0 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z 0 0 0 %100 141 M117 Z 0 0 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z 0 0 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z 0 0 0 %100 150 M134 Z 0 0 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z 0 0 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z 0 0 0 %100 156 M149 Z 0 0 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z 0 0 0 %100 160 M156 Z 0 0 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z 0 0 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z 0 0 0 %100 169 M177 Z 0 0 0 %100 170 M178 Z 0 0 0 %100 171 M183 Z 0 0 0 %100 172 M186 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 54 Member Distributed Loads (BLC 13 : WL 300) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 6.65 6.65 0 %100 2 M2 X 2.84 2.84 0 %100 3 M3 X 5.49 5.49 0 %100 4 M4 X 5.49 5.49 0 %100 5 M5 X 2.84 2.84 0 %100 6 M6 X 5.49 5.49 0 %100 7 M7 X 2.84 2.84 0 %100 8 M17 X 3.3 3.3 0 %100 9 M18 X 4.58 4.58 0 %100 10 M19 X 4.58 4.58 0 %100 11 M20 X 3.3 3.3 0 %100 12 M24 X 3.3 3.3 0 %100 13 M25 X 4.58 4.58 0 %100 14 M26 X 4.58 4.58 0 %100 15 M27 X 3.3 3.3 0 %100 16 M30 X 4.94 4.94 0 %100 17 M33 X 4.94 4.94 0 %100 18 M36 X 4.94 4.94 0 %100 19 M39 X 4.94 4.94 0 %100 20 M40 X 6.65 6.65 0 %100 21 M41 X 2.84 2.84 0 %100 22 M42 X 5.49 5.49 0 %100 23 M43 X 5.49 5.49 0 %100 24 M44 X 2.84 2.84 0 %100 25 M45 X 5.49 5.49 0 %100 26 M46 X 2.84 2.84 0 %100 27 M56 X 3.3 3.3 0 %100 28 M57 X 4.58 4.58 0 %100 29 M58 X 4.58 4.58 0 %100 30 M59 X 3.3 3.3 0 %100 31 M63 X 3.3 3.3 0 %100 32 M64 X 4.58 4.58 0 %100 33 M65 X 4.58 4.58 0 %100 34 M66 X 3.3 3.3 0 %100 35 M69 X 4.94 4.94 0 %100 36 M72 X 4.94 4.94 0 %100 37 M75 X 4.94 4.94 0 %100 38 M78 X 4.94 4.94 0 %100 39 M83 X 2.57 2.57 0 %100 40 M84 X 2.57 2.57 0 %100 41 M85 X 4.11 4.11 0 %100 42 M90 X 2.57 2.57 0 %100 43 M93 X 2.57 2.57 0 %100 44 M94 X 6.65 6.65 0 %100 45 M95 X 2.84 2.84 0 %100 46 M96 X 5.49 5.49 0 %100 47 M97 X 5.49 5.49 0 %100 48 M98 X 2.84 2.84 0 %100 49 M99 X 5.49 5.49 0 %100 50 M100 X 2.84 2.84 0 %100 51 M110 X 3.3 3.3 0 %100 52 M111 X 4.58 4.58 0 %100 53 M112 X 4.58 4.58 0 %100 54 M113 X 3.3 3.3 0 %100 55 M117 X 3.3 3.3 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 55 Member Distributed Loads (BLC 13 : WL 300) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 56 M118 X 4.58 4.58 0 %100 57 M119 X 4.58 4.58 0 %100 58 M120 X 3.3 3.3 0 %100 59 M123 X 4.94 4.94 0 %100 60 M126 X 4.94 4.94 0 %100 61 M129 X 4.94 4.94 0 %100 62 M132 X 4.94 4.94 0 %100 63 M133 X 6.65 6.65 0 %100 64 M134 X 2.84 2.84 0 %100 65 M135 X 5.49 5.49 0 %100 66 M136 X 5.49 5.49 0 %100 67 M137 X 2.84 2.84 0 %100 68 M138 X 5.49 5.49 0 %100 69 M139 X 2.84 2.84 0 %100 70 M149 X 3.3 3.3 0 %100 71 M150 X 4.58 4.58 0 %100 72 M151 X 4.58 4.58 0 %100 73 M152 X 3.3 3.3 0 %100 74 M156 X 3.3 3.3 0 %100 75 M157 X 4.58 4.58 0 %100 76 M158 X 4.58 4.58 0 %100 77 M159 X 3.3 3.3 0 %100 78 M162 X 4.94 4.94 0 %100 79 M165 X 4.94 4.94 0 %100 80 M168 X 4.94 4.94 0 %100 81 M171 X 4.94 4.94 0 %100 82 M176 X 2.57 2.57 0 %100 83 M177 X 2.57 2.57 0 %100 84 M178 X 4.11 4.11 0 %100 85 M183 X 2.57 2.57 0 %100 86 M186 X 2.57 2.57 0 %100 87 M1 Z 3.84 3.84 0 %100 88 M2 Z 1.64 1.64 0 %100 89 M3 Z 3.17 3.17 0 %100 90 M4 Z 3.17 3.17 0 %100 91 M5 Z 1.64 1.64 0 %100 92 M6 Z 3.17 3.17 0 %100 93 M7 Z 1.64 1.64 0 %100 94 M17 Z 1.91 1.91 0 %100 95 M18 Z 2.64 2.64 0 %100 96 M19 Z 2.64 2.64 0 %100 97 M20 Z 1.91 1.91 0 %100 98 M24 Z 1.91 1.91 0 %100 99 M25 Z 2.64 2.64 0 %100 100 M26 Z 2.64 2.64 0 %100 101 M27 Z 1.91 1.91 0 %100 102 M30 Z 2.85 2.85 0 %100 103 M33 Z 2.85 2.85 0 %100 104 M36 Z 2.85 2.85 0 %100 105 M39 Z 2.85 2.85 0 %100 106 M40 Z 3.84 3.84 0 %100 107 M41 Z 1.64 1.64 0 %100 108 M42 Z 3.17 3.17 0 %100 109 M43 Z 3.17 3.17 0 %100 110 M44 Z 1.64 1.64 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 56 Member Distributed Loads (BLC 13 : WL 300) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 111 M45 Z 3.17 3.17 0 %100 112 M46 Z 1.64 1.64 0 %100 113 M56 Z 1.91 1.91 0 %100 114 M57 Z 2.64 2.64 0 %100 115 M58 Z 2.64 2.64 0 %100 116 M59 Z 1.91 1.91 0 %100 117 M63 Z 1.91 1.91 0 %100 118 M64 Z 2.64 2.64 0 %100 119 M65 Z 2.64 2.64 0 %100 120 M66 Z 1.91 1.91 0 %100 121 M69 Z 2.85 2.85 0 %100 122 M72 Z 2.85 2.85 0 %100 123 M75 Z 2.85 2.85 0 %100 124 M78 Z 2.85 2.85 0 %100 125 M83 Z 1.49 1.49 0 %100 126 M84 Z 1.49 1.49 0 %100 127 M85 Z 2.38 2.38 0 %100 128 M90 Z 1.49 1.49 0 %100 129 M93 Z 1.49 1.49 0 %100 130 M94 Z 3.84 3.84 0 %100 131 M95 Z 1.64 1.64 0 %100 132 M96 Z 3.17 3.17 0 %100 133 M97 Z 3.17 3.17 0 %100 134 M98 Z 1.64 1.64 0 %100 135 M99 Z 3.17 3.17 0 %100 136 M100 Z 1.64 1.64 0 %100 137 M110 Z 1.91 1.91 0 %100 138 M111 Z 2.64 2.64 0 %100 139 M112 Z 2.64 2.64 0 %100 140 M113 Z 1.91 1.91 0 %100 141 M117 Z 1.91 1.91 0 %100 142 M118 Z 2.64 2.64 0 %100 143 M119 Z 2.64 2.64 0 %100 144 M120 Z 1.91 1.91 0 %100 145 M123 Z 2.85 2.85 0 %100 146 M126 Z 2.85 2.85 0 %100 147 M129 Z 2.85 2.85 0 %100 148 M132 Z 2.85 2.85 0 %100 149 M133 Z 3.84 3.84 0 %100 150 M134 Z 1.64 1.64 0 %100 151 M135 Z 3.17 3.17 0 %100 152 M136 Z 3.17 3.17 0 %100 153 M137 Z 1.64 1.64 0 %100 154 M138 Z 3.17 3.17 0 %100 155 M139 Z 1.64 1.64 0 %100 156 M149 Z 1.91 1.91 0 %100 157 M150 Z 2.64 2.64 0 %100 158 M151 Z 2.64 2.64 0 %100 159 M152 Z 1.91 1.91 0 %100 160 M156 Z 1.91 1.91 0 %100 161 M157 Z 2.64 2.64 0 %100 162 M158 Z 2.64 2.64 0 %100 163 M159 Z 1.91 1.91 0 %100 164 M162 Z 2.85 2.85 0 %100 165 M165 Z 2.85 2.85 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 57 Member Distributed Loads (BLC 13 : WL 300) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 166 M168 Z 2.85 2.85 0 %100 167 M171 Z 2.85 2.85 0 %100 168 M176 Z 1.49 1.49 0 %100 169 M177 Z 1.49 1.49 0 %100 170 M178 Z 2.38 2.38 0 %100 171 M183 Z 1.49 1.49 0 %100 172 M186 Z 1.49 1.49 0 %100 Member Distributed Loads (BLC 14 : WL 330) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 3.84 3.84 0 %100 2 M2 X 3.17 3.17 0 %100 3 M3 X 1.64 1.64 0 %100 4 M4 X 1.64 1.64 0 %100 5 M5 X 3.17 3.17 0 %100 6 M6 X 1.64 1.64 0 %100 7 M7 X 3.17 3.17 0 %100 8 M17 X 3.96 3.96 0 %100 9 M18 X 1.41 1.41 0 %100 10 M19 X 1.41 1.41 0 %100 11 M20 X 3.96 3.96 0 %100 12 M24 X 3.96 3.96 0 %100 13 M25 X 1.41 1.41 0 %100 14 M26 X 1.41 1.41 0 %100 15 M27 X 3.96 3.96 0 %100 16 M30 X 1.65 1.65 0 %100 17 M33 X 1.65 1.65 0 %100 18 M36 X 1.65 1.65 0 %100 19 M39 X 1.65 1.65 0 %100 20 M40 X 3.84 3.84 0 %100 21 M41 X 3.17 3.17 0 %100 22 M42 X 1.64 1.64 0 %100 23 M43 X 1.64 1.64 0 %100 24 M44 X 3.17 3.17 0 %100 25 M45 X 1.64 1.64 0 %100 26 M46 X 3.17 3.17 0 %100 27 M56 X 3.96 3.96 0 %100 28 M57 X 1.41 1.41 0 %100 29 M58 X 1.41 1.41 0 %100 30 M59 X 3.96 3.96 0 %100 31 M63 X 3.96 3.96 0 %100 32 M64 X 1.41 1.41 0 %100 33 M65 X 1.41 1.41 0 %100 34 M66 X 3.96 3.96 0 %100 35 M69 X 1.65 1.65 0 %100 36 M72 X 1.65 1.65 0 %100 37 M75 X 1.65 1.65 0 %100 38 M78 X 1.65 1.65 0 %100 39 M83 X 2.57 2.57 0 %100 40 M84 X 2.57 2.57 0 %100 41 M85 X 2.38 2.38 0 %100 42 M90 X 2.57 2.57 0 %100 43 M93 X 2.57 2.57 0 %100 44 M94 X 3.84 3.84 0 %100 45 M95 X 3.17 3.17 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 58 Member Distributed Loads (BLC 14 : WL 330) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 46 M96 X 1.64 1.64 0 %100 47 M97 X 1.64 1.64 0 %100 48 M98 X 3.17 3.17 0 %100 49 M99 X 1.64 1.64 0 %100 50 M100 X 3.17 3.17 0 %100 51 M110 X 3.96 3.96 0 %100 52 M111 X 1.41 1.41 0 %100 53 M112 X 1.41 1.41 0 %100 54 M113 X 3.96 3.96 0 %100 55 M117 X 3.96 3.96 0 %100 56 M118 X 1.41 1.41 0 %100 57 M119 X 1.41 1.41 0 %100 58 M120 X 3.96 3.96 0 %100 59 M123 X 1.65 1.65 0 %100 60 M126 X 1.65 1.65 0 %100 61 M129 X 1.65 1.65 0 %100 62 M132 X 1.65 1.65 0 %100 63 M133 X 3.84 3.84 0 %100 64 M134 X 3.17 3.17 0 %100 65 M135 X 1.64 1.64 0 %100 66 M136 X 1.64 1.64 0 %100 67 M137 X 3.17 3.17 0 %100 68 M138 X 1.64 1.64 0 %100 69 M139 X 3.17 3.17 0 %100 70 M149 X 3.96 3.96 0 %100 71 M150 X 1.41 1.41 0 %100 72 M151 X 1.41 1.41 0 %100 73 M152 X 3.96 3.96 0 %100 74 M156 X 3.96 3.96 0 %100 75 M157 X 1.41 1.41 0 %100 76 M158 X 1.41 1.41 0 %100 77 M159 X 3.96 3.96 0 %100 78 M162 X 1.65 1.65 0 %100 79 M165 X 1.65 1.65 0 %100 80 M168 X 1.65 1.65 0 %100 81 M171 X 1.65 1.65 0 %100 82 M176 X 2.57 2.57 0 %100 83 M177 X 2.57 2.57 0 %100 84 M178 X 2.38 2.38 0 %100 85 M183 X 2.57 2.57 0 %100 86 M186 X 2.57 2.57 0 %100 87 M1 Z 6.65 6.65 0 %100 88 M2 Z 5.49 5.49 0 %100 89 M3 Z 2.84 2.84 0 %100 90 M4 Z 2.84 2.84 0 %100 91 M5 Z 5.49 5.49 0 %100 92 M6 Z 2.84 2.84 0 %100 93 M7 Z 5.49 5.49 0 %100 94 M17 Z 6.86 6.86 0 %100 95 M18 Z 2.44 2.44 0 %100 96 M19 Z 2.44 2.44 0 %100 97 M20 Z 6.86 6.86 0 %100 98 M24 Z 6.86 6.86 0 %100 99 M25 Z 2.44 2.44 0 %100 100 M26 Z 2.44 2.44 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 59 Member Distributed Loads (BLC 14 : WL 330) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 101 M27 Z 6.86 6.86 0 %100 102 M30 Z 2.85 2.85 0 %100 103 M33 Z 2.85 2.85 0 %100 104 M36 Z 2.85 2.85 0 %100 105 M39 Z 2.85 2.85 0 %100 106 M40 Z 6.65 6.65 0 %100 107 M41 Z 5.49 5.49 0 %100 108 M42 Z 2.84 2.84 0 %100 109 M43 Z 2.84 2.84 0 %100 110 M44 Z 5.49 5.49 0 %100 111 M45 Z 2.84 2.84 0 %100 112 M46 Z 5.49 5.49 0 %100 113 M56 Z 6.86 6.86 0 %100 114 M57 Z 2.44 2.44 0 %100 115 M58 Z 2.44 2.44 0 %100 116 M59 Z 6.86 6.86 0 %100 117 M63 Z 6.86 6.86 0 %100 118 M64 Z 2.44 2.44 0 %100 119 M65 Z 2.44 2.44 0 %100 120 M66 Z 6.86 6.86 0 %100 121 M69 Z 2.85 2.85 0 %100 122 M72 Z 2.85 2.85 0 %100 123 M75 Z 2.85 2.85 0 %100 124 M78 Z 2.85 2.85 0 %100 125 M83 Z 4.46 4.46 0 %100 126 M84 Z 4.46 4.46 0 %100 127 M85 Z 4.11 4.11 0 %100 128 M90 Z 4.46 4.46 0 %100 129 M93 Z 4.46 4.46 0 %100 130 M94 Z 6.65 6.65 0 %100 131 M95 Z 5.49 5.49 0 %100 132 M96 Z 2.84 2.84 0 %100 133 M97 Z 2.84 2.84 0 %100 134 M98 Z 5.49 5.49 0 %100 135 M99 Z 2.84 2.84 0 %100 136 M100 Z 5.49 5.49 0 %100 137 M110 Z 6.86 6.86 0 %100 138 M111 Z 2.44 2.44 0 %100 139 M112 Z 2.44 2.44 0 %100 140 M113 Z 6.86 6.86 0 %100 141 M117 Z 6.86 6.86 0 %100 142 M118 Z 2.44 2.44 0 %100 143 M119 Z 2.44 2.44 0 %100 144 M120 Z 6.86 6.86 0 %100 145 M123 Z 2.85 2.85 0 %100 146 M126 Z 2.85 2.85 0 %100 147 M129 Z 2.85 2.85 0 %100 148 M132 Z 2.85 2.85 0 %100 149 M133 Z 6.65 6.65 0 %100 150 M134 Z 5.49 5.49 0 %100 151 M135 Z 2.84 2.84 0 %100 152 M136 Z 2.84 2.84 0 %100 153 M137 Z 5.49 5.49 0 %100 154 M138 Z 2.84 2.84 0 %100 155 M139 Z 5.49 5.49 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 60 Member Distributed Loads (BLC 14 : WL 330) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 156 M149 Z 6.86 6.86 0 %100 157 M150 Z 2.44 2.44 0 %100 158 M151 Z 2.44 2.44 0 %100 159 M152 Z 6.86 6.86 0 %100 160 M156 Z 6.86 6.86 0 %100 161 M157 Z 2.44 2.44 0 %100 162 M158 Z 2.44 2.44 0 %100 163 M159 Z 6.86 6.86 0 %100 164 M162 Z 2.85 2.85 0 %100 165 M165 Z 2.85 2.85 0 %100 166 M168 Z 2.85 2.85 0 %100 167 M171 Z 2.85 2.85 0 %100 168 M176 Z 4.46 4.46 0 %100 169 M177 Z 4.46 4.46 0 %100 170 M178 Z 4.11 4.11 0 %100 171 M183 Z 4.46 4.46 0 %100 172 M186 Z 4.46 4.46 0 %100 Member Distributed Loads (BLC 27 : WLm 0) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M40 X 0 0 0 %100 21 M41 X 0 0 0 %100 22 M42 X 0 0 0 %100 23 M43 X 0 0 0 %100 24 M44 X 0 0 0 %100 25 M45 X 0 0 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X 0 0 0 %100 29 M58 X 0 0 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X 0 0 0 %100 33 M65 X 0 0 0 %100 34 M66 X 0 0 0 %100 35 M69 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 61 Member Distributed Loads (BLC 27 : WLm 0) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 36 M72 X 0 0 0 %100 37 M75 X 0 0 0 %100 38 M78 X 0 0 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X 0 0 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X 0 0 0 %100 45 M95 X 0 0 0 %100 46 M96 X 0 0 0 %100 47 M97 X 0 0 0 %100 48 M98 X 0 0 0 %100 49 M99 X 0 0 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X 0 0 0 %100 53 M112 X 0 0 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X 0 0 0 %100 57 M119 X 0 0 0 %100 58 M120 X 0 0 0 %100 59 M123 X 0 0 0 %100 60 M126 X 0 0 0 %100 61 M129 X 0 0 0 %100 62 M132 X 0 0 0 %100 63 M133 X 0 0 0 %100 64 M134 X 0 0 0 %100 65 M135 X 0 0 0 %100 66 M136 X 0 0 0 %100 67 M137 X 0 0 0 %100 68 M138 X 0 0 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X 0 0 0 %100 72 M151 X 0 0 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X 0 0 0 %100 76 M158 X 0 0 0 %100 77 M159 X 0 0 0 %100 78 M162 X 0 0 0 %100 79 M165 X 0 0 0 %100 80 M168 X 0 0 0 %100 81 M171 X 0 0 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X 0 0 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z 0.77 0.77 0 %100 88 M2 Z 0.73 0.73 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 62 Member Distributed Loads (BLC 27 : WLm 0) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 91 M5 Z 0.73 0.73 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z 0.73 0.73 0 %100 94 M17 Z 0.91 0.91 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z 0.91 0.91 0 %100 98 M24 Z 0.91 0.91 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z 0.91 0.91 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z 0.77 0.77 0 %100 107 M41 Z 0.73 0.73 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z 0.73 0.73 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z 0.73 0.73 0 %100 113 M56 Z 0.91 0.91 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z 0.91 0.91 0 %100 117 M63 Z 0.91 0.91 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z 0.91 0.91 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z 0.59 0.59 0 %100 126 M84 Z 0.59 0.59 0 %100 127 M85 Z 0.47 0.47 0 %100 128 M90 Z 0.59 0.59 0 %100 129 M93 Z 0.59 0.59 0 %100 130 M94 Z 0.77 0.77 0 %100 131 M95 Z 0.73 0.73 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z 0.73 0.73 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z 0.73 0.73 0 %100 137 M110 Z 0.91 0.91 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z 0.91 0.91 0 %100 141 M117 Z 0.91 0.91 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z 0.91 0.91 0 %100 145 M123 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 63 Member Distributed Loads (BLC 27 : WLm 0) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z 0.77 0.77 0 %100 150 M134 Z 0.73 0.73 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z 0.73 0.73 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z 0.73 0.73 0 %100 156 M149 Z 0.91 0.91 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z 0.91 0.91 0 %100 160 M156 Z 0.91 0.91 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z 0.91 0.91 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z 0.59 0.59 0 %100 169 M177 Z 0.59 0.59 0 %100 170 M178 Z 0.47 0.47 0 %100 171 M183 Z 0.59 0.59 0 %100 172 M186 Z 0.59 0.59 0 %100 Member Distributed Loads (BLC 28 : WLm 30) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.38 -0.38 0 %100 2 M2 X -0.32 -0.32 0 %100 3 M3 X -0.16 -0.16 0 %100 4 M4 X -0.16 -0.16 0 %100 5 M5 X -0.32 -0.32 0 %100 6 M6 X -0.16 -0.16 0 %100 7 M7 X -0.32 -0.32 0 %100 8 M17 X -0.39 -0.39 0 %100 9 M18 X -0.14 -0.14 0 %100 10 M19 X -0.14 -0.14 0 %100 11 M20 X -0.39 -0.39 0 %100 12 M24 X -0.39 -0.39 0 %100 13 M25 X -0.14 -0.14 0 %100 14 M26 X -0.14 -0.14 0 %100 15 M27 X -0.39 -0.39 0 %100 16 M30 X -0.16 -0.16 0 %100 17 M33 X -0.16 -0.16 0 %100 18 M36 X -0.16 -0.16 0 %100 19 M39 X -0.16 -0.16 0 %100 20 M40 X -0.38 -0.38 0 %100 21 M41 X -0.32 -0.32 0 %100 22 M42 X -0.16 -0.16 0 %100 23 M43 X -0.16 -0.16 0 %100 24 M44 X -0.32 -0.32 0 %100 25 M45 X -0.16 -0.16 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 64 Member Distributed Loads (BLC 28 : WLm 30) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 26 M46 X -0.32 -0.32 0 %100 27 M56 X -0.39 -0.39 0 %100 28 M57 X -0.14 -0.14 0 %100 29 M58 X -0.14 -0.14 0 %100 30 M59 X -0.39 -0.39 0 %100 31 M63 X -0.39 -0.39 0 %100 32 M64 X -0.14 -0.14 0 %100 33 M65 X -0.14 -0.14 0 %100 34 M66 X -0.39 -0.39 0 %100 35 M69 X -0.16 -0.16 0 %100 36 M72 X -0.16 -0.16 0 %100 37 M75 X -0.16 -0.16 0 %100 38 M78 X -0.16 -0.16 0 %100 39 M83 X -0.26 -0.26 0 %100 40 M84 X -0.26 -0.26 0 %100 41 M85 X -0.24 -0.24 0 %100 42 M90 X -0.26 -0.26 0 %100 43 M93 X -0.26 -0.26 0 %100 44 M94 X -0.38 -0.38 0 %100 45 M95 X -0.32 -0.32 0 %100 46 M96 X -0.16 -0.16 0 %100 47 M97 X -0.16 -0.16 0 %100 48 M98 X -0.32 -0.32 0 %100 49 M99 X -0.16 -0.16 0 %100 50 M100 X -0.32 -0.32 0 %100 51 M110 X -0.39 -0.39 0 %100 52 M111 X -0.14 -0.14 0 %100 53 M112 X -0.14 -0.14 0 %100 54 M113 X -0.39 -0.39 0 %100 55 M117 X -0.39 -0.39 0 %100 56 M118 X -0.14 -0.14 0 %100 57 M119 X -0.14 -0.14 0 %100 58 M120 X -0.39 -0.39 0 %100 59 M123 X -0.16 -0.16 0 %100 60 M126 X -0.16 -0.16 0 %100 61 M129 X -0.16 -0.16 0 %100 62 M132 X -0.16 -0.16 0 %100 63 M133 X -0.38 -0.38 0 %100 64 M134 X -0.32 -0.32 0 %100 65 M135 X -0.16 -0.16 0 %100 66 M136 X -0.16 -0.16 0 %100 67 M137 X -0.32 -0.32 0 %100 68 M138 X -0.16 -0.16 0 %100 69 M139 X -0.32 -0.32 0 %100 70 M149 X -0.39 -0.39 0 %100 71 M150 X -0.14 -0.14 0 %100 72 M151 X -0.14 -0.14 0 %100 73 M152 X -0.39 -0.39 0 %100 74 M156 X -0.39 -0.39 0 %100 75 M157 X -0.14 -0.14 0 %100 76 M158 X -0.14 -0.14 0 %100 77 M159 X -0.39 -0.39 0 %100 78 M162 X -0.16 -0.16 0 %100 79 M165 X -0.16 -0.16 0 %100 80 M168 X -0.16 -0.16 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 65 Member Distributed Loads (BLC 28 : WLm 30) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 81 M171 X -0.16 -0.16 0 %100 82 M176 X -0.26 -0.26 0 %100 83 M177 X -0.26 -0.26 0 %100 84 M178 X -0.24 -0.24 0 %100 85 M183 X -0.26 -0.26 0 %100 86 M186 X -0.26 -0.26 0 %100 87 M1 Z 0.66 0.66 0 %100 88 M2 Z 0.55 0.55 0 %100 89 M3 Z 0.28 0.28 0 %100 90 M4 Z 0.28 0.28 0 %100 91 M5 Z 0.55 0.55 0 %100 92 M6 Z 0.28 0.28 0 %100 93 M7 Z 0.55 0.55 0 %100 94 M17 Z 0.68 0.68 0 %100 95 M18 Z 0.24 0.24 0 %100 96 M19 Z 0.24 0.24 0 %100 97 M20 Z 0.68 0.68 0 %100 98 M24 Z 0.68 0.68 0 %100 99 M25 Z 0.24 0.24 0 %100 100 M26 Z 0.24 0.24 0 %100 101 M27 Z 0.68 0.68 0 %100 102 M30 Z 0.28 0.28 0 %100 103 M33 Z 0.28 0.28 0 %100 104 M36 Z 0.28 0.28 0 %100 105 M39 Z 0.28 0.28 0 %100 106 M40 Z 0.66 0.66 0 %100 107 M41 Z 0.55 0.55 0 %100 108 M42 Z 0.28 0.28 0 %100 109 M43 Z 0.28 0.28 0 %100 110 M44 Z 0.55 0.55 0 %100 111 M45 Z 0.28 0.28 0 %100 112 M46 Z 0.55 0.55 0 %100 113 M56 Z 0.68 0.68 0 %100 114 M57 Z 0.24 0.24 0 %100 115 M58 Z 0.24 0.24 0 %100 116 M59 Z 0.68 0.68 0 %100 117 M63 Z 0.68 0.68 0 %100 118 M64 Z 0.24 0.24 0 %100 119 M65 Z 0.24 0.24 0 %100 120 M66 Z 0.68 0.68 0 %100 121 M69 Z 0.28 0.28 0 %100 122 M72 Z 0.28 0.28 0 %100 123 M75 Z 0.28 0.28 0 %100 124 M78 Z 0.28 0.28 0 %100 125 M83 Z 0.44 0.44 0 %100 126 M84 Z 0.44 0.44 0 %100 127 M85 Z 0.41 0.41 0 %100 128 M90 Z 0.44 0.44 0 %100 129 M93 Z 0.44 0.44 0 %100 130 M94 Z 0.66 0.66 0 %100 131 M95 Z 0.55 0.55 0 %100 132 M96 Z 0.28 0.28 0 %100 133 M97 Z 0.28 0.28 0 %100 134 M98 Z 0.55 0.55 0 %100 135 M99 Z 0.28 0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 66 Member Distributed Loads (BLC 28 : WLm 30) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 136 M100 Z 0.55 0.55 0 %100 137 M110 Z 0.68 0.68 0 %100 138 M111 Z 0.24 0.24 0 %100 139 M112 Z 0.24 0.24 0 %100 140 M113 Z 0.68 0.68 0 %100 141 M117 Z 0.68 0.68 0 %100 142 M118 Z 0.24 0.24 0 %100 143 M119 Z 0.24 0.24 0 %100 144 M120 Z 0.68 0.68 0 %100 145 M123 Z 0.28 0.28 0 %100 146 M126 Z 0.28 0.28 0 %100 147 M129 Z 0.28 0.28 0 %100 148 M132 Z 0.28 0.28 0 %100 149 M133 Z 0.66 0.66 0 %100 150 M134 Z 0.55 0.55 0 %100 151 M135 Z 0.28 0.28 0 %100 152 M136 Z 0.28 0.28 0 %100 153 M137 Z 0.55 0.55 0 %100 154 M138 Z 0.28 0.28 0 %100 155 M139 Z 0.55 0.55 0 %100 156 M149 Z 0.68 0.68 0 %100 157 M150 Z 0.24 0.24 0 %100 158 M151 Z 0.24 0.24 0 %100 159 M152 Z 0.68 0.68 0 %100 160 M156 Z 0.68 0.68 0 %100 161 M157 Z 0.24 0.24 0 %100 162 M158 Z 0.24 0.24 0 %100 163 M159 Z 0.68 0.68 0 %100 164 M162 Z 0.28 0.28 0 %100 165 M165 Z 0.28 0.28 0 %100 166 M168 Z 0.28 0.28 0 %100 167 M171 Z 0.28 0.28 0 %100 168 M176 Z 0.44 0.44 0 %100 169 M177 Z 0.44 0.44 0 %100 170 M178 Z 0.41 0.41 0 %100 171 M183 Z 0.44 0.44 0 %100 172 M186 Z 0.44 0.44 0 %100 Member Distributed Loads (BLC 29 : WLm 60) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.66 -0.66 0 %100 2 M2 X -0.28 -0.28 0 %100 3 M3 X -0.55 -0.55 0 %100 4 M4 X -0.55 -0.55 0 %100 5 M5 X -0.28 -0.28 0 %100 6 M6 X -0.55 -0.55 0 %100 7 M7 X -0.28 -0.28 0 %100 8 M17 X -0.33 -0.33 0 %100 9 M18 X -0.46 -0.46 0 %100 10 M19 X -0.46 -0.46 0 %100 11 M20 X -0.33 -0.33 0 %100 12 M24 X -0.33 -0.33 0 %100 13 M25 X -0.46 -0.46 0 %100 14 M26 X -0.46 -0.46 0 %100 15 M27 X -0.33 -0.33 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 67 Member Distributed Loads (BLC 29 : WLm 60) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 16 M30 X -0.49 -0.49 0 %100 17 M33 X -0.49 -0.49 0 %100 18 M36 X -0.49 -0.49 0 %100 19 M39 X -0.49 -0.49 0 %100 20 M40 X -0.66 -0.66 0 %100 21 M41 X -0.28 -0.28 0 %100 22 M42 X -0.55 -0.55 0 %100 23 M43 X -0.55 -0.55 0 %100 24 M44 X -0.28 -0.28 0 %100 25 M45 X -0.55 -0.55 0 %100 26 M46 X -0.28 -0.28 0 %100 27 M56 X -0.33 -0.33 0 %100 28 M57 X -0.46 -0.46 0 %100 29 M58 X -0.46 -0.46 0 %100 30 M59 X -0.33 -0.33 0 %100 31 M63 X -0.33 -0.33 0 %100 32 M64 X -0.46 -0.46 0 %100 33 M65 X -0.46 -0.46 0 %100 34 M66 X -0.33 -0.33 0 %100 35 M69 X -0.49 -0.49 0 %100 36 M72 X -0.49 -0.49 0 %100 37 M75 X -0.49 -0.49 0 %100 38 M78 X -0.49 -0.49 0 %100 39 M83 X -0.26 -0.26 0 %100 40 M84 X -0.26 -0.26 0 %100 41 M85 X -0.41 -0.41 0 %100 42 M90 X -0.26 -0.26 0 %100 43 M93 X -0.26 -0.26 0 %100 44 M94 X -0.66 -0.66 0 %100 45 M95 X -0.28 -0.28 0 %100 46 M96 X -0.55 -0.55 0 %100 47 M97 X -0.55 -0.55 0 %100 48 M98 X -0.28 -0.28 0 %100 49 M99 X -0.55 -0.55 0 %100 50 M100 X -0.28 -0.28 0 %100 51 M110 X -0.33 -0.33 0 %100 52 M111 X -0.46 -0.46 0 %100 53 M112 X -0.46 -0.46 0 %100 54 M113 X -0.33 -0.33 0 %100 55 M117 X -0.33 -0.33 0 %100 56 M118 X -0.46 -0.46 0 %100 57 M119 X -0.46 -0.46 0 %100 58 M120 X -0.33 -0.33 0 %100 59 M123 X -0.49 -0.49 0 %100 60 M126 X -0.49 -0.49 0 %100 61 M129 X -0.49 -0.49 0 %100 62 M132 X -0.49 -0.49 0 %100 63 M133 X -0.66 -0.66 0 %100 64 M134 X -0.28 -0.28 0 %100 65 M135 X -0.55 -0.55 0 %100 66 M136 X -0.55 -0.55 0 %100 67 M137 X -0.28 -0.28 0 %100 68 M138 X -0.55 -0.55 0 %100 69 M139 X -0.28 -0.28 0 %100 70 M149 X -0.33 -0.33 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 68 Member Distributed Loads (BLC 29 : WLm 60) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 71 M150 X -0.46 -0.46 0 %100 72 M151 X -0.46 -0.46 0 %100 73 M152 X -0.33 -0.33 0 %100 74 M156 X -0.33 -0.33 0 %100 75 M157 X -0.46 -0.46 0 %100 76 M158 X -0.46 -0.46 0 %100 77 M159 X -0.33 -0.33 0 %100 78 M162 X -0.49 -0.49 0 %100 79 M165 X -0.49 -0.49 0 %100 80 M168 X -0.49 -0.49 0 %100 81 M171 X -0.49 -0.49 0 %100 82 M176 X -0.26 -0.26 0 %100 83 M177 X -0.26 -0.26 0 %100 84 M178 X -0.41 -0.41 0 %100 85 M183 X -0.26 -0.26 0 %100 86 M186 X -0.26 -0.26 0 %100 87 M1 Z 0.38 0.38 0 %100 88 M2 Z 0.16 0.16 0 %100 89 M3 Z 0.32 0.32 0 %100 90 M4 Z 0.32 0.32 0 %100 91 M5 Z 0.16 0.16 0 %100 92 M6 Z 0.32 0.32 0 %100 93 M7 Z 0.16 0.16 0 %100 94 M17 Z 0.19 0.19 0 %100 95 M18 Z 0.26 0.26 0 %100 96 M19 Z 0.26 0.26 0 %100 97 M20 Z 0.19 0.19 0 %100 98 M24 Z 0.19 0.19 0 %100 99 M25 Z 0.26 0.26 0 %100 100 M26 Z 0.26 0.26 0 %100 101 M27 Z 0.19 0.19 0 %100 102 M30 Z 0.28 0.28 0 %100 103 M33 Z 0.28 0.28 0 %100 104 M36 Z 0.28 0.28 0 %100 105 M39 Z 0.28 0.28 0 %100 106 M40 Z 0.38 0.38 0 %100 107 M41 Z 0.16 0.16 0 %100 108 M42 Z 0.32 0.32 0 %100 109 M43 Z 0.32 0.32 0 %100 110 M44 Z 0.16 0.16 0 %100 111 M45 Z 0.32 0.32 0 %100 112 M46 Z 0.16 0.16 0 %100 113 M56 Z 0.19 0.19 0 %100 114 M57 Z 0.26 0.26 0 %100 115 M58 Z 0.26 0.26 0 %100 116 M59 Z 0.19 0.19 0 %100 117 M63 Z 0.19 0.19 0 %100 118 M64 Z 0.26 0.26 0 %100 119 M65 Z 0.26 0.26 0 %100 120 M66 Z 0.19 0.19 0 %100 121 M69 Z 0.28 0.28 0 %100 122 M72 Z 0.28 0.28 0 %100 123 M75 Z 0.28 0.28 0 %100 124 M78 Z 0.28 0.28 0 %100 125 M83 Z 0.15 0.15 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 69 Member Distributed Loads (BLC 29 : WLm 60) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 126 M84 Z 0.15 0.15 0 %100 127 M85 Z 0.24 0.24 0 %100 128 M90 Z 0.15 0.15 0 %100 129 M93 Z 0.15 0.15 0 %100 130 M94 Z 0.38 0.38 0 %100 131 M95 Z 0.16 0.16 0 %100 132 M96 Z 0.32 0.32 0 %100 133 M97 Z 0.32 0.32 0 %100 134 M98 Z 0.16 0.16 0 %100 135 M99 Z 0.32 0.32 0 %100 136 M100 Z 0.16 0.16 0 %100 137 M110 Z 0.19 0.19 0 %100 138 M111 Z 0.26 0.26 0 %100 139 M112 Z 0.26 0.26 0 %100 140 M113 Z 0.19 0.19 0 %100 141 M117 Z 0.19 0.19 0 %100 142 M118 Z 0.26 0.26 0 %100 143 M119 Z 0.26 0.26 0 %100 144 M120 Z 0.19 0.19 0 %100 145 M123 Z 0.28 0.28 0 %100 146 M126 Z 0.28 0.28 0 %100 147 M129 Z 0.28 0.28 0 %100 148 M132 Z 0.28 0.28 0 %100 149 M133 Z 0.38 0.38 0 %100 150 M134 Z 0.16 0.16 0 %100 151 M135 Z 0.32 0.32 0 %100 152 M136 Z 0.32 0.32 0 %100 153 M137 Z 0.16 0.16 0 %100 154 M138 Z 0.32 0.32 0 %100 155 M139 Z 0.16 0.16 0 %100 156 M149 Z 0.19 0.19 0 %100 157 M150 Z 0.26 0.26 0 %100 158 M151 Z 0.26 0.26 0 %100 159 M152 Z 0.19 0.19 0 %100 160 M156 Z 0.19 0.19 0 %100 161 M157 Z 0.26 0.26 0 %100 162 M158 Z 0.26 0.26 0 %100 163 M159 Z 0.19 0.19 0 %100 164 M162 Z 0.28 0.28 0 %100 165 M165 Z 0.28 0.28 0 %100 166 M168 Z 0.28 0.28 0 %100 167 M171 Z 0.28 0.28 0 %100 168 M176 Z 0.15 0.15 0 %100 169 M177 Z 0.15 0.15 0 %100 170 M178 Z 0.24 0.24 0 %100 171 M183 Z 0.15 0.15 0 %100 172 M186 Z 0.15 0.15 0 %100 Member Distributed Loads (BLC 30 : WLm 90) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.77 -0.77 0 %100 2 M2 X 0 0 0 %100 3 M3 X -0.73 -0.73 0 %100 4 M4 X -0.73 -0.73 0 %100 5 M5 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 70 Member Distributed Loads (BLC 30 : WLm 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 6 M6 X -0.73 -0.73 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X -0.63 -0.63 0 %100 10 M19 X -0.63 -0.63 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X -0.63 -0.63 0 %100 14 M26 X -0.63 -0.63 0 %100 15 M27 X 0 0 0 %100 16 M30 X -0.66 -0.66 0 %100 17 M33 X -0.66 -0.66 0 %100 18 M36 X -0.66 -0.66 0 %100 19 M39 X -0.66 -0.66 0 %100 20 M40 X -0.77 -0.77 0 %100 21 M41 X 0 0 0 %100 22 M42 X -0.73 -0.73 0 %100 23 M43 X -0.73 -0.73 0 %100 24 M44 X 0 0 0 %100 25 M45 X -0.73 -0.73 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X -0.63 -0.63 0 %100 29 M58 X -0.63 -0.63 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X -0.63 -0.63 0 %100 33 M65 X -0.63 -0.63 0 %100 34 M66 X 0 0 0 %100 35 M69 X -0.66 -0.66 0 %100 36 M72 X -0.66 -0.66 0 %100 37 M75 X -0.66 -0.66 0 %100 38 M78 X -0.66 -0.66 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X -0.47 -0.47 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X -0.77 -0.77 0 %100 45 M95 X 0 0 0 %100 46 M96 X -0.73 -0.73 0 %100 47 M97 X -0.73 -0.73 0 %100 48 M98 X 0 0 0 %100 49 M99 X -0.73 -0.73 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X -0.63 -0.63 0 %100 53 M112 X -0.63 -0.63 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X -0.63 -0.63 0 %100 57 M119 X -0.63 -0.63 0 %100 58 M120 X 0 0 0 %100 59 M123 X -0.66 -0.66 0 %100 60 M126 X -0.66 -0.66 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 71 Member Distributed Loads (BLC 30 : WLm 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 61 M129 X -0.66 -0.66 0 %100 62 M132 X -0.66 -0.66 0 %100 63 M133 X -0.77 -0.77 0 %100 64 M134 X 0 0 0 %100 65 M135 X -0.73 -0.73 0 %100 66 M136 X -0.73 -0.73 0 %100 67 M137 X 0 0 0 %100 68 M138 X -0.73 -0.73 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X -0.63 -0.63 0 %100 72 M151 X -0.63 -0.63 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X -0.63 -0.63 0 %100 76 M158 X -0.63 -0.63 0 %100 77 M159 X 0 0 0 %100 78 M162 X -0.66 -0.66 0 %100 79 M165 X -0.66 -0.66 0 %100 80 M168 X -0.66 -0.66 0 %100 81 M171 X -0.66 -0.66 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X -0.47 -0.47 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z 0 0 0 %100 88 M2 Z 0 0 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z 0 0 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z 0 0 0 %100 94 M17 Z 0 0 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z 0 0 0 %100 98 M24 Z 0 0 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z 0 0 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z 0 0 0 %100 107 M41 Z 0 0 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z 0 0 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z 0 0 0 %100 113 M56 Z 0 0 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 72 Member Distributed Loads (BLC 30 : WLm 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 116 M59 Z 0 0 0 %100 117 M63 Z 0 0 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z 0 0 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z 0 0 0 %100 126 M84 Z 0 0 0 %100 127 M85 Z 0 0 0 %100 128 M90 Z 0 0 0 %100 129 M93 Z 0 0 0 %100 130 M94 Z 0 0 0 %100 131 M95 Z 0 0 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z 0 0 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z 0 0 0 %100 137 M110 Z 0 0 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z 0 0 0 %100 141 M117 Z 0 0 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z 0 0 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z 0 0 0 %100 150 M134 Z 0 0 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z 0 0 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z 0 0 0 %100 156 M149 Z 0 0 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z 0 0 0 %100 160 M156 Z 0 0 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z 0 0 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z 0 0 0 %100 169 M177 Z 0 0 0 %100 170 M178 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 73 Member Distributed Loads (BLC 30 : WLm 90) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 171 M183 Z 0 0 0 %100 172 M186 Z 0 0 0 %100 Member Distributed Loads (BLC 31 : WLm 120) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.66 -0.66 0 %100 2 M2 X -0.28 -0.28 0 %100 3 M3 X -0.55 -0.55 0 %100 4 M4 X -0.55 -0.55 0 %100 5 M5 X -0.28 -0.28 0 %100 6 M6 X -0.55 -0.55 0 %100 7 M7 X -0.28 -0.28 0 %100 8 M17 X -0.33 -0.33 0 %100 9 M18 X -0.46 -0.46 0 %100 10 M19 X -0.46 -0.46 0 %100 11 M20 X -0.33 -0.33 0 %100 12 M24 X -0.33 -0.33 0 %100 13 M25 X -0.46 -0.46 0 %100 14 M26 X -0.46 -0.46 0 %100 15 M27 X -0.33 -0.33 0 %100 16 M30 X -0.49 -0.49 0 %100 17 M33 X -0.49 -0.49 0 %100 18 M36 X -0.49 -0.49 0 %100 19 M39 X -0.49 -0.49 0 %100 20 M40 X -0.66 -0.66 0 %100 21 M41 X -0.28 -0.28 0 %100 22 M42 X -0.55 -0.55 0 %100 23 M43 X -0.55 -0.55 0 %100 24 M44 X -0.28 -0.28 0 %100 25 M45 X -0.55 -0.55 0 %100 26 M46 X -0.28 -0.28 0 %100 27 M56 X -0.33 -0.33 0 %100 28 M57 X -0.46 -0.46 0 %100 29 M58 X -0.46 -0.46 0 %100 30 M59 X -0.33 -0.33 0 %100 31 M63 X -0.33 -0.33 0 %100 32 M64 X -0.46 -0.46 0 %100 33 M65 X -0.46 -0.46 0 %100 34 M66 X -0.33 -0.33 0 %100 35 M69 X -0.49 -0.49 0 %100 36 M72 X -0.49 -0.49 0 %100 37 M75 X -0.49 -0.49 0 %100 38 M78 X -0.49 -0.49 0 %100 39 M83 X -0.26 -0.26 0 %100 40 M84 X -0.26 -0.26 0 %100 41 M85 X -0.41 -0.41 0 %100 42 M90 X -0.26 -0.26 0 %100 43 M93 X -0.26 -0.26 0 %100 44 M94 X -0.66 -0.66 0 %100 45 M95 X -0.28 -0.28 0 %100 46 M96 X -0.55 -0.55 0 %100 47 M97 X -0.55 -0.55 0 %100 48 M98 X -0.28 -0.28 0 %100 49 M99 X -0.55 -0.55 0 %100 50 M100 X -0.28 -0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 74 Member Distributed Loads (BLC 31 : WLm 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 51 M110 X -0.33 -0.33 0 %100 52 M111 X -0.46 -0.46 0 %100 53 M112 X -0.46 -0.46 0 %100 54 M113 X -0.33 -0.33 0 %100 55 M117 X -0.33 -0.33 0 %100 56 M118 X -0.46 -0.46 0 %100 57 M119 X -0.46 -0.46 0 %100 58 M120 X -0.33 -0.33 0 %100 59 M123 X -0.49 -0.49 0 %100 60 M126 X -0.49 -0.49 0 %100 61 M129 X -0.49 -0.49 0 %100 62 M132 X -0.49 -0.49 0 %100 63 M133 X -0.66 -0.66 0 %100 64 M134 X -0.28 -0.28 0 %100 65 M135 X -0.55 -0.55 0 %100 66 M136 X -0.55 -0.55 0 %100 67 M137 X -0.28 -0.28 0 %100 68 M138 X -0.55 -0.55 0 %100 69 M139 X -0.28 -0.28 0 %100 70 M149 X -0.33 -0.33 0 %100 71 M150 X -0.46 -0.46 0 %100 72 M151 X -0.46 -0.46 0 %100 73 M152 X -0.33 -0.33 0 %100 74 M156 X -0.33 -0.33 0 %100 75 M157 X -0.46 -0.46 0 %100 76 M158 X -0.46 -0.46 0 %100 77 M159 X -0.33 -0.33 0 %100 78 M162 X -0.49 -0.49 0 %100 79 M165 X -0.49 -0.49 0 %100 80 M168 X -0.49 -0.49 0 %100 81 M171 X -0.49 -0.49 0 %100 82 M176 X -0.26 -0.26 0 %100 83 M177 X -0.26 -0.26 0 %100 84 M178 X -0.41 -0.41 0 %100 85 M183 X -0.26 -0.26 0 %100 86 M186 X -0.26 -0.26 0 %100 87 M1 Z -0.38 -0.38 0 %100 88 M2 Z -0.16 -0.16 0 %100 89 M3 Z -0.32 -0.32 0 %100 90 M4 Z -0.32 -0.32 0 %100 91 M5 Z -0.16 -0.16 0 %100 92 M6 Z -0.32 -0.32 0 %100 93 M7 Z -0.16 -0.16 0 %100 94 M17 Z -0.19 -0.19 0 %100 95 M18 Z -0.26 -0.26 0 %100 96 M19 Z -0.26 -0.26 0 %100 97 M20 Z -0.19 -0.19 0 %100 98 M24 Z -0.19 -0.19 0 %100 99 M25 Z -0.26 -0.26 0 %100 100 M26 Z -0.26 -0.26 0 %100 101 M27 Z -0.19 -0.19 0 %100 102 M30 Z -0.28 -0.28 0 %100 103 M33 Z -0.28 -0.28 0 %100 104 M36 Z -0.28 -0.28 0 %100 105 M39 Z -0.28 -0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 75 Member Distributed Loads (BLC 31 : WLm 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 106 M40 Z -0.38 -0.38 0 %100 107 M41 Z -0.16 -0.16 0 %100 108 M42 Z -0.32 -0.32 0 %100 109 M43 Z -0.32 -0.32 0 %100 110 M44 Z -0.16 -0.16 0 %100 111 M45 Z -0.32 -0.32 0 %100 112 M46 Z -0.16 -0.16 0 %100 113 M56 Z -0.19 -0.19 0 %100 114 M57 Z -0.26 -0.26 0 %100 115 M58 Z -0.26 -0.26 0 %100 116 M59 Z -0.19 -0.19 0 %100 117 M63 Z -0.19 -0.19 0 %100 118 M64 Z -0.26 -0.26 0 %100 119 M65 Z -0.26 -0.26 0 %100 120 M66 Z -0.19 -0.19 0 %100 121 M69 Z -0.28 -0.28 0 %100 122 M72 Z -0.28 -0.28 0 %100 123 M75 Z -0.28 -0.28 0 %100 124 M78 Z -0.28 -0.28 0 %100 125 M83 Z -0.15 -0.15 0 %100 126 M84 Z -0.15 -0.15 0 %100 127 M85 Z -0.24 -0.24 0 %100 128 M90 Z -0.15 -0.15 0 %100 129 M93 Z -0.15 -0.15 0 %100 130 M94 Z -0.38 -0.38 0 %100 131 M95 Z -0.16 -0.16 0 %100 132 M96 Z -0.32 -0.32 0 %100 133 M97 Z -0.32 -0.32 0 %100 134 M98 Z -0.16 -0.16 0 %100 135 M99 Z -0.32 -0.32 0 %100 136 M100 Z -0.16 -0.16 0 %100 137 M110 Z -0.19 -0.19 0 %100 138 M111 Z -0.26 -0.26 0 %100 139 M112 Z -0.26 -0.26 0 %100 140 M113 Z -0.19 -0.19 0 %100 141 M117 Z -0.19 -0.19 0 %100 142 M118 Z -0.26 -0.26 0 %100 143 M119 Z -0.26 -0.26 0 %100 144 M120 Z -0.19 -0.19 0 %100 145 M123 Z -0.28 -0.28 0 %100 146 M126 Z -0.28 -0.28 0 %100 147 M129 Z -0.28 -0.28 0 %100 148 M132 Z -0.28 -0.28 0 %100 149 M133 Z -0.38 -0.38 0 %100 150 M134 Z -0.16 -0.16 0 %100 151 M135 Z -0.32 -0.32 0 %100 152 M136 Z -0.32 -0.32 0 %100 153 M137 Z -0.16 -0.16 0 %100 154 M138 Z -0.32 -0.32 0 %100 155 M139 Z -0.16 -0.16 0 %100 156 M149 Z -0.19 -0.19 0 %100 157 M150 Z -0.26 -0.26 0 %100 158 M151 Z -0.26 -0.26 0 %100 159 M152 Z -0.19 -0.19 0 %100 160 M156 Z -0.19 -0.19 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 76 Member Distributed Loads (BLC 31 : WLm 120) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 161 M157 Z -0.26 -0.26 0 %100 162 M158 Z -0.26 -0.26 0 %100 163 M159 Z -0.19 -0.19 0 %100 164 M162 Z -0.28 -0.28 0 %100 165 M165 Z -0.28 -0.28 0 %100 166 M168 Z -0.28 -0.28 0 %100 167 M171 Z -0.28 -0.28 0 %100 168 M176 Z -0.15 -0.15 0 %100 169 M177 Z -0.15 -0.15 0 %100 170 M178 Z -0.24 -0.24 0 %100 171 M183 Z -0.15 -0.15 0 %100 172 M186 Z -0.15 -0.15 0 %100 Member Distributed Loads (BLC 32 : WLm 150) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.38 -0.38 0 %100 2 M2 X -0.32 -0.32 0 %100 3 M3 X -0.16 -0.16 0 %100 4 M4 X -0.16 -0.16 0 %100 5 M5 X -0.32 -0.32 0 %100 6 M6 X -0.16 -0.16 0 %100 7 M7 X -0.32 -0.32 0 %100 8 M17 X -0.39 -0.39 0 %100 9 M18 X -0.14 -0.14 0 %100 10 M19 X -0.14 -0.14 0 %100 11 M20 X -0.39 -0.39 0 %100 12 M24 X -0.39 -0.39 0 %100 13 M25 X -0.14 -0.14 0 %100 14 M26 X -0.14 -0.14 0 %100 15 M27 X -0.39 -0.39 0 %100 16 M30 X -0.16 -0.16 0 %100 17 M33 X -0.16 -0.16 0 %100 18 M36 X -0.16 -0.16 0 %100 19 M39 X -0.16 -0.16 0 %100 20 M40 X -0.38 -0.38 0 %100 21 M41 X -0.32 -0.32 0 %100 22 M42 X -0.16 -0.16 0 %100 23 M43 X -0.16 -0.16 0 %100 24 M44 X -0.32 -0.32 0 %100 25 M45 X -0.16 -0.16 0 %100 26 M46 X -0.32 -0.32 0 %100 27 M56 X -0.39 -0.39 0 %100 28 M57 X -0.14 -0.14 0 %100 29 M58 X -0.14 -0.14 0 %100 30 M59 X -0.39 -0.39 0 %100 31 M63 X -0.39 -0.39 0 %100 32 M64 X -0.14 -0.14 0 %100 33 M65 X -0.14 -0.14 0 %100 34 M66 X -0.39 -0.39 0 %100 35 M69 X -0.16 -0.16 0 %100 36 M72 X -0.16 -0.16 0 %100 37 M75 X -0.16 -0.16 0 %100 38 M78 X -0.16 -0.16 0 %100 39 M83 X -0.26 -0.26 0 %100 40 M84 X -0.26 -0.26 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 77 Member Distributed Loads (BLC 32 : WLm 150) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 41 M85 X -0.24 -0.24 0 %100 42 M90 X -0.26 -0.26 0 %100 43 M93 X -0.26 -0.26 0 %100 44 M94 X -0.38 -0.38 0 %100 45 M95 X -0.32 -0.32 0 %100 46 M96 X -0.16 -0.16 0 %100 47 M97 X -0.16 -0.16 0 %100 48 M98 X -0.32 -0.32 0 %100 49 M99 X -0.16 -0.16 0 %100 50 M100 X -0.32 -0.32 0 %100 51 M110 X -0.39 -0.39 0 %100 52 M111 X -0.14 -0.14 0 %100 53 M112 X -0.14 -0.14 0 %100 54 M113 X -0.39 -0.39 0 %100 55 M117 X -0.39 -0.39 0 %100 56 M118 X -0.14 -0.14 0 %100 57 M119 X -0.14 -0.14 0 %100 58 M120 X -0.39 -0.39 0 %100 59 M123 X -0.16 -0.16 0 %100 60 M126 X -0.16 -0.16 0 %100 61 M129 X -0.16 -0.16 0 %100 62 M132 X -0.16 -0.16 0 %100 63 M133 X -0.38 -0.38 0 %100 64 M134 X -0.32 -0.32 0 %100 65 M135 X -0.16 -0.16 0 %100 66 M136 X -0.16 -0.16 0 %100 67 M137 X -0.32 -0.32 0 %100 68 M138 X -0.16 -0.16 0 %100 69 M139 X -0.32 -0.32 0 %100 70 M149 X -0.39 -0.39 0 %100 71 M150 X -0.14 -0.14 0 %100 72 M151 X -0.14 -0.14 0 %100 73 M152 X -0.39 -0.39 0 %100 74 M156 X -0.39 -0.39 0 %100 75 M157 X -0.14 -0.14 0 %100 76 M158 X -0.14 -0.14 0 %100 77 M159 X -0.39 -0.39 0 %100 78 M162 X -0.16 -0.16 0 %100 79 M165 X -0.16 -0.16 0 %100 80 M168 X -0.16 -0.16 0 %100 81 M171 X -0.16 -0.16 0 %100 82 M176 X -0.26 -0.26 0 %100 83 M177 X -0.26 -0.26 0 %100 84 M178 X -0.24 -0.24 0 %100 85 M183 X -0.26 -0.26 0 %100 86 M186 X -0.26 -0.26 0 %100 87 M1 Z -0.66 -0.66 0 %100 88 M2 Z -0.55 -0.55 0 %100 89 M3 Z -0.28 -0.28 0 %100 90 M4 Z -0.28 -0.28 0 %100 91 M5 Z -0.55 -0.55 0 %100 92 M6 Z -0.28 -0.28 0 %100 93 M7 Z -0.55 -0.55 0 %100 94 M17 Z -0.68 -0.68 0 %100 95 M18 Z -0.24 -0.24 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 78 Member Distributed Loads (BLC 32 : WLm 150) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 96 M19 Z -0.24 -0.24 0 %100 97 M20 Z -0.68 -0.68 0 %100 98 M24 Z -0.68 -0.68 0 %100 99 M25 Z -0.24 -0.24 0 %100 100 M26 Z -0.24 -0.24 0 %100 101 M27 Z -0.68 -0.68 0 %100 102 M30 Z -0.28 -0.28 0 %100 103 M33 Z -0.28 -0.28 0 %100 104 M36 Z -0.28 -0.28 0 %100 105 M39 Z -0.28 -0.28 0 %100 106 M40 Z -0.66 -0.66 0 %100 107 M41 Z -0.55 -0.55 0 %100 108 M42 Z -0.28 -0.28 0 %100 109 M43 Z -0.28 -0.28 0 %100 110 M44 Z -0.55 -0.55 0 %100 111 M45 Z -0.28 -0.28 0 %100 112 M46 Z -0.55 -0.55 0 %100 113 M56 Z -0.68 -0.68 0 %100 114 M57 Z -0.24 -0.24 0 %100 115 M58 Z -0.24 -0.24 0 %100 116 M59 Z -0.68 -0.68 0 %100 117 M63 Z -0.68 -0.68 0 %100 118 M64 Z -0.24 -0.24 0 %100 119 M65 Z -0.24 -0.24 0 %100 120 M66 Z -0.68 -0.68 0 %100 121 M69 Z -0.28 -0.28 0 %100 122 M72 Z -0.28 -0.28 0 %100 123 M75 Z -0.28 -0.28 0 %100 124 M78 Z -0.28 -0.28 0 %100 125 M83 Z -0.44 -0.44 0 %100 126 M84 Z -0.44 -0.44 0 %100 127 M85 Z -0.41 -0.41 0 %100 128 M90 Z -0.44 -0.44 0 %100 129 M93 Z -0.44 -0.44 0 %100 130 M94 Z -0.66 -0.66 0 %100 131 M95 Z -0.55 -0.55 0 %100 132 M96 Z -0.28 -0.28 0 %100 133 M97 Z -0.28 -0.28 0 %100 134 M98 Z -0.55 -0.55 0 %100 135 M99 Z -0.28 -0.28 0 %100 136 M100 Z -0.55 -0.55 0 %100 137 M110 Z -0.68 -0.68 0 %100 138 M111 Z -0.24 -0.24 0 %100 139 M112 Z -0.24 -0.24 0 %100 140 M113 Z -0.68 -0.68 0 %100 141 M117 Z -0.68 -0.68 0 %100 142 M118 Z -0.24 -0.24 0 %100 143 M119 Z -0.24 -0.24 0 %100 144 M120 Z -0.68 -0.68 0 %100 145 M123 Z -0.28 -0.28 0 %100 146 M126 Z -0.28 -0.28 0 %100 147 M129 Z -0.28 -0.28 0 %100 148 M132 Z -0.28 -0.28 0 %100 149 M133 Z -0.66 -0.66 0 %100 150 M134 Z -0.55 -0.55 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 79 Member Distributed Loads (BLC 32 : WLm 150) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 151 M135 Z -0.28 -0.28 0 %100 152 M136 Z -0.28 -0.28 0 %100 153 M137 Z -0.55 -0.55 0 %100 154 M138 Z -0.28 -0.28 0 %100 155 M139 Z -0.55 -0.55 0 %100 156 M149 Z -0.68 -0.68 0 %100 157 M150 Z -0.24 -0.24 0 %100 158 M151 Z -0.24 -0.24 0 %100 159 M152 Z -0.68 -0.68 0 %100 160 M156 Z -0.68 -0.68 0 %100 161 M157 Z -0.24 -0.24 0 %100 162 M158 Z -0.24 -0.24 0 %100 163 M159 Z -0.68 -0.68 0 %100 164 M162 Z -0.28 -0.28 0 %100 165 M165 Z -0.28 -0.28 0 %100 166 M168 Z -0.28 -0.28 0 %100 167 M171 Z -0.28 -0.28 0 %100 168 M176 Z -0.44 -0.44 0 %100 169 M177 Z -0.44 -0.44 0 %100 170 M178 Z -0.41 -0.41 0 %100 171 M183 Z -0.44 -0.44 0 %100 172 M186 Z -0.44 -0.44 0 %100 Member Distributed Loads (BLC 33 : WLm 180) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0 0 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0 0 0 %100 4 M4 X 0 0 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0 0 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0 0 0 %100 10 M19 X 0 0 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0 0 0 %100 14 M26 X 0 0 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0 0 0 %100 17 M33 X 0 0 0 %100 18 M36 X 0 0 0 %100 19 M39 X 0 0 0 %100 20 M40 X 0 0 0 %100 21 M41 X 0 0 0 %100 22 M42 X 0 0 0 %100 23 M43 X 0 0 0 %100 24 M44 X 0 0 0 %100 25 M45 X 0 0 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X 0 0 0 %100 29 M58 X 0 0 0 %100 30 M59 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 80 Member Distributed Loads (BLC 33 : WLm 180) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 31 M63 X 0 0 0 %100 32 M64 X 0 0 0 %100 33 M65 X 0 0 0 %100 34 M66 X 0 0 0 %100 35 M69 X 0 0 0 %100 36 M72 X 0 0 0 %100 37 M75 X 0 0 0 %100 38 M78 X 0 0 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X 0 0 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X 0 0 0 %100 45 M95 X 0 0 0 %100 46 M96 X 0 0 0 %100 47 M97 X 0 0 0 %100 48 M98 X 0 0 0 %100 49 M99 X 0 0 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X 0 0 0 %100 53 M112 X 0 0 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 56 M118 X 0 0 0 %100 57 M119 X 0 0 0 %100 58 M120 X 0 0 0 %100 59 M123 X 0 0 0 %100 60 M126 X 0 0 0 %100 61 M129 X 0 0 0 %100 62 M132 X 0 0 0 %100 63 M133 X 0 0 0 %100 64 M134 X 0 0 0 %100 65 M135 X 0 0 0 %100 66 M136 X 0 0 0 %100 67 M137 X 0 0 0 %100 68 M138 X 0 0 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X 0 0 0 %100 72 M151 X 0 0 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X 0 0 0 %100 76 M158 X 0 0 0 %100 77 M159 X 0 0 0 %100 78 M162 X 0 0 0 %100 79 M165 X 0 0 0 %100 80 M168 X 0 0 0 %100 81 M171 X 0 0 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X 0 0 0 %100 85 M183 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 81 Member Distributed Loads (BLC 33 : WLm 180) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 86 M186 X 0 0 0 %100 87 M1 Z -0.77 -0.77 0 %100 88 M2 Z -0.73 -0.73 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z -0.73 -0.73 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z -0.73 -0.73 0 %100 94 M17 Z -0.91 -0.91 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z -0.91 -0.91 0 %100 98 M24 Z -0.91 -0.91 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z -0.91 -0.91 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z -0.77 -0.77 0 %100 107 M41 Z -0.73 -0.73 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z -0.73 -0.73 0 %100 111 M45 Z 0 0 0 %100 112 M46 Z -0.73 -0.73 0 %100 113 M56 Z -0.91 -0.91 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z -0.91 -0.91 0 %100 117 M63 Z -0.91 -0.91 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z -0.91 -0.91 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z -0.59 -0.59 0 %100 126 M84 Z -0.59 -0.59 0 %100 127 M85 Z -0.47 -0.47 0 %100 128 M90 Z -0.59 -0.59 0 %100 129 M93 Z -0.59 -0.59 0 %100 130 M94 Z -0.77 -0.77 0 %100 131 M95 Z -0.73 -0.73 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z -0.73 -0.73 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z -0.73 -0.73 0 %100 137 M110 Z -0.91 -0.91 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z -0.91 -0.91 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 82 Member Distributed Loads (BLC 33 : WLm 180) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 141 M117 Z -0.91 -0.91 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z -0.91 -0.91 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z -0.77 -0.77 0 %100 150 M134 Z -0.73 -0.73 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z -0.73 -0.73 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z -0.73 -0.73 0 %100 156 M149 Z -0.91 -0.91 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z -0.91 -0.91 0 %100 160 M156 Z -0.91 -0.91 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z -0.91 -0.91 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z -0.59 -0.59 0 %100 169 M177 Z -0.59 -0.59 0 %100 170 M178 Z -0.47 -0.47 0 %100 171 M183 Z -0.59 -0.59 0 %100 172 M186 Z -0.59 -0.59 0 %100 Member Distributed Loads (BLC 34 : WLm 210) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.38 0.38 0 %100 2 M2 X 0.32 0.32 0 %100 3 M3 X 0.16 0.16 0 %100 4 M4 X 0.16 0.16 0 %100 5 M5 X 0.32 0.32 0 %100 6 M6 X 0.16 0.16 0 %100 7 M7 X 0.32 0.32 0 %100 8 M17 X 0.39 0.39 0 %100 9 M18 X 0.14 0.14 0 %100 10 M19 X 0.14 0.14 0 %100 11 M20 X 0.39 0.39 0 %100 12 M24 X 0.39 0.39 0 %100 13 M25 X 0.14 0.14 0 %100 14 M26 X 0.14 0.14 0 %100 15 M27 X 0.39 0.39 0 %100 16 M30 X 0.16 0.16 0 %100 17 M33 X 0.16 0.16 0 %100 18 M36 X 0.16 0.16 0 %100 19 M39 X 0.16 0.16 0 %100 20 M40 X 0.38 0.38 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 83 Member Distributed Loads (BLC 34 : WLm 210) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 21 M41 X 0.32 0.32 0 %100 22 M42 X 0.16 0.16 0 %100 23 M43 X 0.16 0.16 0 %100 24 M44 X 0.32 0.32 0 %100 25 M45 X 0.16 0.16 0 %100 26 M46 X 0.32 0.32 0 %100 27 M56 X 0.39 0.39 0 %100 28 M57 X 0.14 0.14 0 %100 29 M58 X 0.14 0.14 0 %100 30 M59 X 0.39 0.39 0 %100 31 M63 X 0.39 0.39 0 %100 32 M64 X 0.14 0.14 0 %100 33 M65 X 0.14 0.14 0 %100 34 M66 X 0.39 0.39 0 %100 35 M69 X 0.16 0.16 0 %100 36 M72 X 0.16 0.16 0 %100 37 M75 X 0.16 0.16 0 %100 38 M78 X 0.16 0.16 0 %100 39 M83 X 0.26 0.26 0 %100 40 M84 X 0.26 0.26 0 %100 41 M85 X 0.24 0.24 0 %100 42 M90 X 0.26 0.26 0 %100 43 M93 X 0.26 0.26 0 %100 44 M94 X 0.38 0.38 0 %100 45 M95 X 0.32 0.32 0 %100 46 M96 X 0.16 0.16 0 %100 47 M97 X 0.16 0.16 0 %100 48 M98 X 0.32 0.32 0 %100 49 M99 X 0.16 0.16 0 %100 50 M100 X 0.32 0.32 0 %100 51 M110 X 0.39 0.39 0 %100 52 M111 X 0.14 0.14 0 %100 53 M112 X 0.14 0.14 0 %100 54 M113 X 0.39 0.39 0 %100 55 M117 X 0.39 0.39 0 %100 56 M118 X 0.14 0.14 0 %100 57 M119 X 0.14 0.14 0 %100 58 M120 X 0.39 0.39 0 %100 59 M123 X 0.16 0.16 0 %100 60 M126 X 0.16 0.16 0 %100 61 M129 X 0.16 0.16 0 %100 62 M132 X 0.16 0.16 0 %100 63 M133 X 0.38 0.38 0 %100 64 M134 X 0.32 0.32 0 %100 65 M135 X 0.16 0.16 0 %100 66 M136 X 0.16 0.16 0 %100 67 M137 X 0.32 0.32 0 %100 68 M138 X 0.16 0.16 0 %100 69 M139 X 0.32 0.32 0 %100 70 M149 X 0.39 0.39 0 %100 71 M150 X 0.14 0.14 0 %100 72 M151 X 0.14 0.14 0 %100 73 M152 X 0.39 0.39 0 %100 74 M156 X 0.39 0.39 0 %100 75 M157 X 0.14 0.14 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 84 Member Distributed Loads (BLC 34 : WLm 210) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 76 M158 X 0.14 0.14 0 %100 77 M159 X 0.39 0.39 0 %100 78 M162 X 0.16 0.16 0 %100 79 M165 X 0.16 0.16 0 %100 80 M168 X 0.16 0.16 0 %100 81 M171 X 0.16 0.16 0 %100 82 M176 X 0.26 0.26 0 %100 83 M177 X 0.26 0.26 0 %100 84 M178 X 0.24 0.24 0 %100 85 M183 X 0.26 0.26 0 %100 86 M186 X 0.26 0.26 0 %100 87 M1 Z -0.66 -0.66 0 %100 88 M2 Z -0.55 -0.55 0 %100 89 M3 Z -0.28 -0.28 0 %100 90 M4 Z -0.28 -0.28 0 %100 91 M5 Z -0.55 -0.55 0 %100 92 M6 Z -0.28 -0.28 0 %100 93 M7 Z -0.55 -0.55 0 %100 94 M17 Z -0.68 -0.68 0 %100 95 M18 Z -0.24 -0.24 0 %100 96 M19 Z -0.24 -0.24 0 %100 97 M20 Z -0.68 -0.68 0 %100 98 M24 Z -0.68 -0.68 0 %100 99 M25 Z -0.24 -0.24 0 %100 100 M26 Z -0.24 -0.24 0 %100 101 M27 Z -0.68 -0.68 0 %100 102 M30 Z -0.28 -0.28 0 %100 103 M33 Z -0.28 -0.28 0 %100 104 M36 Z -0.28 -0.28 0 %100 105 M39 Z -0.28 -0.28 0 %100 106 M40 Z -0.66 -0.66 0 %100 107 M41 Z -0.55 -0.55 0 %100 108 M42 Z -0.28 -0.28 0 %100 109 M43 Z -0.28 -0.28 0 %100 110 M44 Z -0.55 -0.55 0 %100 111 M45 Z -0.28 -0.28 0 %100 112 M46 Z -0.55 -0.55 0 %100 113 M56 Z -0.68 -0.68 0 %100 114 M57 Z -0.24 -0.24 0 %100 115 M58 Z -0.24 -0.24 0 %100 116 M59 Z -0.68 -0.68 0 %100 117 M63 Z -0.68 -0.68 0 %100 118 M64 Z -0.24 -0.24 0 %100 119 M65 Z -0.24 -0.24 0 %100 120 M66 Z -0.68 -0.68 0 %100 121 M69 Z -0.28 -0.28 0 %100 122 M72 Z -0.28 -0.28 0 %100 123 M75 Z -0.28 -0.28 0 %100 124 M78 Z -0.28 -0.28 0 %100 125 M83 Z -0.44 -0.44 0 %100 126 M84 Z -0.44 -0.44 0 %100 127 M85 Z -0.41 -0.41 0 %100 128 M90 Z -0.44 -0.44 0 %100 129 M93 Z -0.44 -0.44 0 %100 130 M94 Z -0.66 -0.66 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 85 Member Distributed Loads (BLC 34 : WLm 210) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 131 M95 Z -0.55 -0.55 0 %100 132 M96 Z -0.28 -0.28 0 %100 133 M97 Z -0.28 -0.28 0 %100 134 M98 Z -0.55 -0.55 0 %100 135 M99 Z -0.28 -0.28 0 %100 136 M100 Z -0.55 -0.55 0 %100 137 M110 Z -0.68 -0.68 0 %100 138 M111 Z -0.24 -0.24 0 %100 139 M112 Z -0.24 -0.24 0 %100 140 M113 Z -0.68 -0.68 0 %100 141 M117 Z -0.68 -0.68 0 %100 142 M118 Z -0.24 -0.24 0 %100 143 M119 Z -0.24 -0.24 0 %100 144 M120 Z -0.68 -0.68 0 %100 145 M123 Z -0.28 -0.28 0 %100 146 M126 Z -0.28 -0.28 0 %100 147 M129 Z -0.28 -0.28 0 %100 148 M132 Z -0.28 -0.28 0 %100 149 M133 Z -0.66 -0.66 0 %100 150 M134 Z -0.55 -0.55 0 %100 151 M135 Z -0.28 -0.28 0 %100 152 M136 Z -0.28 -0.28 0 %100 153 M137 Z -0.55 -0.55 0 %100 154 M138 Z -0.28 -0.28 0 %100 155 M139 Z -0.55 -0.55 0 %100 156 M149 Z -0.68 -0.68 0 %100 157 M150 Z -0.24 -0.24 0 %100 158 M151 Z -0.24 -0.24 0 %100 159 M152 Z -0.68 -0.68 0 %100 160 M156 Z -0.68 -0.68 0 %100 161 M157 Z -0.24 -0.24 0 %100 162 M158 Z -0.24 -0.24 0 %100 163 M159 Z -0.68 -0.68 0 %100 164 M162 Z -0.28 -0.28 0 %100 165 M165 Z -0.28 -0.28 0 %100 166 M168 Z -0.28 -0.28 0 %100 167 M171 Z -0.28 -0.28 0 %100 168 M176 Z -0.44 -0.44 0 %100 169 M177 Z -0.44 -0.44 0 %100 170 M178 Z -0.41 -0.41 0 %100 171 M183 Z -0.44 -0.44 0 %100 172 M186 Z -0.44 -0.44 0 %100 Member Distributed Loads (BLC 35 : WLm 240) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.66 0.66 0 %100 2 M2 X 0.28 0.28 0 %100 3 M3 X 0.55 0.55 0 %100 4 M4 X 0.55 0.55 0 %100 5 M5 X 0.28 0.28 0 %100 6 M6 X 0.55 0.55 0 %100 7 M7 X 0.28 0.28 0 %100 8 M17 X 0.33 0.33 0 %100 9 M18 X 0.46 0.46 0 %100 10 M19 X 0.46 0.46 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 86 Member Distributed Loads (BLC 35 : WLm 240) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 11 M20 X 0.33 0.33 0 %100 12 M24 X 0.33 0.33 0 %100 13 M25 X 0.46 0.46 0 %100 14 M26 X 0.46 0.46 0 %100 15 M27 X 0.33 0.33 0 %100 16 M30 X 0.49 0.49 0 %100 17 M33 X 0.49 0.49 0 %100 18 M36 X 0.49 0.49 0 %100 19 M39 X 0.49 0.49 0 %100 20 M40 X 0.66 0.66 0 %100 21 M41 X 0.28 0.28 0 %100 22 M42 X 0.55 0.55 0 %100 23 M43 X 0.55 0.55 0 %100 24 M44 X 0.28 0.28 0 %100 25 M45 X 0.55 0.55 0 %100 26 M46 X 0.28 0.28 0 %100 27 M56 X 0.33 0.33 0 %100 28 M57 X 0.46 0.46 0 %100 29 M58 X 0.46 0.46 0 %100 30 M59 X 0.33 0.33 0 %100 31 M63 X 0.33 0.33 0 %100 32 M64 X 0.46 0.46 0 %100 33 M65 X 0.46 0.46 0 %100 34 M66 X 0.33 0.33 0 %100 35 M69 X 0.49 0.49 0 %100 36 M72 X 0.49 0.49 0 %100 37 M75 X 0.49 0.49 0 %100 38 M78 X 0.49 0.49 0 %100 39 M83 X 0.26 0.26 0 %100 40 M84 X 0.26 0.26 0 %100 41 M85 X 0.41 0.41 0 %100 42 M90 X 0.26 0.26 0 %100 43 M93 X 0.26 0.26 0 %100 44 M94 X 0.66 0.66 0 %100 45 M95 X 0.28 0.28 0 %100 46 M96 X 0.55 0.55 0 %100 47 M97 X 0.55 0.55 0 %100 48 M98 X 0.28 0.28 0 %100 49 M99 X 0.55 0.55 0 %100 50 M100 X 0.28 0.28 0 %100 51 M110 X 0.33 0.33 0 %100 52 M111 X 0.46 0.46 0 %100 53 M112 X 0.46 0.46 0 %100 54 M113 X 0.33 0.33 0 %100 55 M117 X 0.33 0.33 0 %100 56 M118 X 0.46 0.46 0 %100 57 M119 X 0.46 0.46 0 %100 58 M120 X 0.33 0.33 0 %100 59 M123 X 0.49 0.49 0 %100 60 M126 X 0.49 0.49 0 %100 61 M129 X 0.49 0.49 0 %100 62 M132 X 0.49 0.49 0 %100 63 M133 X 0.66 0.66 0 %100 64 M134 X 0.28 0.28 0 %100 65 M135 X 0.55 0.55 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 87 Member Distributed Loads (BLC 35 : WLm 240) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 66 M136 X 0.55 0.55 0 %100 67 M137 X 0.28 0.28 0 %100 68 M138 X 0.55 0.55 0 %100 69 M139 X 0.28 0.28 0 %100 70 M149 X 0.33 0.33 0 %100 71 M150 X 0.46 0.46 0 %100 72 M151 X 0.46 0.46 0 %100 73 M152 X 0.33 0.33 0 %100 74 M156 X 0.33 0.33 0 %100 75 M157 X 0.46 0.46 0 %100 76 M158 X 0.46 0.46 0 %100 77 M159 X 0.33 0.33 0 %100 78 M162 X 0.49 0.49 0 %100 79 M165 X 0.49 0.49 0 %100 80 M168 X 0.49 0.49 0 %100 81 M171 X 0.49 0.49 0 %100 82 M176 X 0.26 0.26 0 %100 83 M177 X 0.26 0.26 0 %100 84 M178 X 0.41 0.41 0 %100 85 M183 X 0.26 0.26 0 %100 86 M186 X 0.26 0.26 0 %100 87 M1 Z -0.38 -0.38 0 %100 88 M2 Z -0.16 -0.16 0 %100 89 M3 Z -0.32 -0.32 0 %100 90 M4 Z -0.32 -0.32 0 %100 91 M5 Z -0.16 -0.16 0 %100 92 M6 Z -0.32 -0.32 0 %100 93 M7 Z -0.16 -0.16 0 %100 94 M17 Z -0.19 -0.19 0 %100 95 M18 Z -0.26 -0.26 0 %100 96 M19 Z -0.26 -0.26 0 %100 97 M20 Z -0.19 -0.19 0 %100 98 M24 Z -0.19 -0.19 0 %100 99 M25 Z -0.26 -0.26 0 %100 100 M26 Z -0.26 -0.26 0 %100 101 M27 Z -0.19 -0.19 0 %100 102 M30 Z -0.28 -0.28 0 %100 103 M33 Z -0.28 -0.28 0 %100 104 M36 Z -0.28 -0.28 0 %100 105 M39 Z -0.28 -0.28 0 %100 106 M40 Z -0.38 -0.38 0 %100 107 M41 Z -0.16 -0.16 0 %100 108 M42 Z -0.32 -0.32 0 %100 109 M43 Z -0.32 -0.32 0 %100 110 M44 Z -0.16 -0.16 0 %100 111 M45 Z -0.32 -0.32 0 %100 112 M46 Z -0.16 -0.16 0 %100 113 M56 Z -0.19 -0.19 0 %100 114 M57 Z -0.26 -0.26 0 %100 115 M58 Z -0.26 -0.26 0 %100 116 M59 Z -0.19 -0.19 0 %100 117 M63 Z -0.19 -0.19 0 %100 118 M64 Z -0.26 -0.26 0 %100 119 M65 Z -0.26 -0.26 0 %100 120 M66 Z -0.19 -0.19 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 88 Member Distributed Loads (BLC 35 : WLm 240) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 121 M69 Z -0.28 -0.28 0 %100 122 M72 Z -0.28 -0.28 0 %100 123 M75 Z -0.28 -0.28 0 %100 124 M78 Z -0.28 -0.28 0 %100 125 M83 Z -0.15 -0.15 0 %100 126 M84 Z -0.15 -0.15 0 %100 127 M85 Z -0.24 -0.24 0 %100 128 M90 Z -0.15 -0.15 0 %100 129 M93 Z -0.15 -0.15 0 %100 130 M94 Z -0.38 -0.38 0 %100 131 M95 Z -0.16 -0.16 0 %100 132 M96 Z -0.32 -0.32 0 %100 133 M97 Z -0.32 -0.32 0 %100 134 M98 Z -0.16 -0.16 0 %100 135 M99 Z -0.32 -0.32 0 %100 136 M100 Z -0.16 -0.16 0 %100 137 M110 Z -0.19 -0.19 0 %100 138 M111 Z -0.26 -0.26 0 %100 139 M112 Z -0.26 -0.26 0 %100 140 M113 Z -0.19 -0.19 0 %100 141 M117 Z -0.19 -0.19 0 %100 142 M118 Z -0.26 -0.26 0 %100 143 M119 Z -0.26 -0.26 0 %100 144 M120 Z -0.19 -0.19 0 %100 145 M123 Z -0.28 -0.28 0 %100 146 M126 Z -0.28 -0.28 0 %100 147 M129 Z -0.28 -0.28 0 %100 148 M132 Z -0.28 -0.28 0 %100 149 M133 Z -0.38 -0.38 0 %100 150 M134 Z -0.16 -0.16 0 %100 151 M135 Z -0.32 -0.32 0 %100 152 M136 Z -0.32 -0.32 0 %100 153 M137 Z -0.16 -0.16 0 %100 154 M138 Z -0.32 -0.32 0 %100 155 M139 Z -0.16 -0.16 0 %100 156 M149 Z -0.19 -0.19 0 %100 157 M150 Z -0.26 -0.26 0 %100 158 M151 Z -0.26 -0.26 0 %100 159 M152 Z -0.19 -0.19 0 %100 160 M156 Z -0.19 -0.19 0 %100 161 M157 Z -0.26 -0.26 0 %100 162 M158 Z -0.26 -0.26 0 %100 163 M159 Z -0.19 -0.19 0 %100 164 M162 Z -0.28 -0.28 0 %100 165 M165 Z -0.28 -0.28 0 %100 166 M168 Z -0.28 -0.28 0 %100 167 M171 Z -0.28 -0.28 0 %100 168 M176 Z -0.15 -0.15 0 %100 169 M177 Z -0.15 -0.15 0 %100 170 M178 Z -0.24 -0.24 0 %100 171 M183 Z -0.15 -0.15 0 %100 172 M186 Z -0.15 -0.15 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 89 Member Distributed Loads (BLC 36 : WLm 270) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.77 0.77 0 %100 2 M2 X 0 0 0 %100 3 M3 X 0.73 0.73 0 %100 4 M4 X 0.73 0.73 0 %100 5 M5 X 0 0 0 %100 6 M6 X 0.73 0.73 0 %100 7 M7 X 0 0 0 %100 8 M17 X 0 0 0 %100 9 M18 X 0.63 0.63 0 %100 10 M19 X 0.63 0.63 0 %100 11 M20 X 0 0 0 %100 12 M24 X 0 0 0 %100 13 M25 X 0.63 0.63 0 %100 14 M26 X 0.63 0.63 0 %100 15 M27 X 0 0 0 %100 16 M30 X 0.66 0.66 0 %100 17 M33 X 0.66 0.66 0 %100 18 M36 X 0.66 0.66 0 %100 19 M39 X 0.66 0.66 0 %100 20 M40 X 0.77 0.77 0 %100 21 M41 X 0 0 0 %100 22 M42 X 0.73 0.73 0 %100 23 M43 X 0.73 0.73 0 %100 24 M44 X 0 0 0 %100 25 M45 X 0.73 0.73 0 %100 26 M46 X 0 0 0 %100 27 M56 X 0 0 0 %100 28 M57 X 0.63 0.63 0 %100 29 M58 X 0.63 0.63 0 %100 30 M59 X 0 0 0 %100 31 M63 X 0 0 0 %100 32 M64 X 0.63 0.63 0 %100 33 M65 X 0.63 0.63 0 %100 34 M66 X 0 0 0 %100 35 M69 X 0.66 0.66 0 %100 36 M72 X 0.66 0.66 0 %100 37 M75 X 0.66 0.66 0 %100 38 M78 X 0.66 0.66 0 %100 39 M83 X 0 0 0 %100 40 M84 X 0 0 0 %100 41 M85 X 0.47 0.47 0 %100 42 M90 X 0 0 0 %100 43 M93 X 0 0 0 %100 44 M94 X 0.77 0.77 0 %100 45 M95 X 0 0 0 %100 46 M96 X 0.73 0.73 0 %100 47 M97 X 0.73 0.73 0 %100 48 M98 X 0 0 0 %100 49 M99 X 0.73 0.73 0 %100 50 M100 X 0 0 0 %100 51 M110 X 0 0 0 %100 52 M111 X 0.63 0.63 0 %100 53 M112 X 0.63 0.63 0 %100 54 M113 X 0 0 0 %100 55 M117 X 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 90 Member Distributed Loads (BLC 36 : WLm 270) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 56 M118 X 0.63 0.63 0 %100 57 M119 X 0.63 0.63 0 %100 58 M120 X 0 0 0 %100 59 M123 X 0.66 0.66 0 %100 60 M126 X 0.66 0.66 0 %100 61 M129 X 0.66 0.66 0 %100 62 M132 X 0.66 0.66 0 %100 63 M133 X 0.77 0.77 0 %100 64 M134 X 0 0 0 %100 65 M135 X 0.73 0.73 0 %100 66 M136 X 0.73 0.73 0 %100 67 M137 X 0 0 0 %100 68 M138 X 0.73 0.73 0 %100 69 M139 X 0 0 0 %100 70 M149 X 0 0 0 %100 71 M150 X 0.63 0.63 0 %100 72 M151 X 0.63 0.63 0 %100 73 M152 X 0 0 0 %100 74 M156 X 0 0 0 %100 75 M157 X 0.63 0.63 0 %100 76 M158 X 0.63 0.63 0 %100 77 M159 X 0 0 0 %100 78 M162 X 0.66 0.66 0 %100 79 M165 X 0.66 0.66 0 %100 80 M168 X 0.66 0.66 0 %100 81 M171 X 0.66 0.66 0 %100 82 M176 X 0 0 0 %100 83 M177 X 0 0 0 %100 84 M178 X 0.47 0.47 0 %100 85 M183 X 0 0 0 %100 86 M186 X 0 0 0 %100 87 M1 Z 0 0 0 %100 88 M2 Z 0 0 0 %100 89 M3 Z 0 0 0 %100 90 M4 Z 0 0 0 %100 91 M5 Z 0 0 0 %100 92 M6 Z 0 0 0 %100 93 M7 Z 0 0 0 %100 94 M17 Z 0 0 0 %100 95 M18 Z 0 0 0 %100 96 M19 Z 0 0 0 %100 97 M20 Z 0 0 0 %100 98 M24 Z 0 0 0 %100 99 M25 Z 0 0 0 %100 100 M26 Z 0 0 0 %100 101 M27 Z 0 0 0 %100 102 M30 Z 0 0 0 %100 103 M33 Z 0 0 0 %100 104 M36 Z 0 0 0 %100 105 M39 Z 0 0 0 %100 106 M40 Z 0 0 0 %100 107 M41 Z 0 0 0 %100 108 M42 Z 0 0 0 %100 109 M43 Z 0 0 0 %100 110 M44 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 91 Member Distributed Loads (BLC 36 : WLm 270) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 111 M45 Z 0 0 0 %100 112 M46 Z 0 0 0 %100 113 M56 Z 0 0 0 %100 114 M57 Z 0 0 0 %100 115 M58 Z 0 0 0 %100 116 M59 Z 0 0 0 %100 117 M63 Z 0 0 0 %100 118 M64 Z 0 0 0 %100 119 M65 Z 0 0 0 %100 120 M66 Z 0 0 0 %100 121 M69 Z 0 0 0 %100 122 M72 Z 0 0 0 %100 123 M75 Z 0 0 0 %100 124 M78 Z 0 0 0 %100 125 M83 Z 0 0 0 %100 126 M84 Z 0 0 0 %100 127 M85 Z 0 0 0 %100 128 M90 Z 0 0 0 %100 129 M93 Z 0 0 0 %100 130 M94 Z 0 0 0 %100 131 M95 Z 0 0 0 %100 132 M96 Z 0 0 0 %100 133 M97 Z 0 0 0 %100 134 M98 Z 0 0 0 %100 135 M99 Z 0 0 0 %100 136 M100 Z 0 0 0 %100 137 M110 Z 0 0 0 %100 138 M111 Z 0 0 0 %100 139 M112 Z 0 0 0 %100 140 M113 Z 0 0 0 %100 141 M117 Z 0 0 0 %100 142 M118 Z 0 0 0 %100 143 M119 Z 0 0 0 %100 144 M120 Z 0 0 0 %100 145 M123 Z 0 0 0 %100 146 M126 Z 0 0 0 %100 147 M129 Z 0 0 0 %100 148 M132 Z 0 0 0 %100 149 M133 Z 0 0 0 %100 150 M134 Z 0 0 0 %100 151 M135 Z 0 0 0 %100 152 M136 Z 0 0 0 %100 153 M137 Z 0 0 0 %100 154 M138 Z 0 0 0 %100 155 M139 Z 0 0 0 %100 156 M149 Z 0 0 0 %100 157 M150 Z 0 0 0 %100 158 M151 Z 0 0 0 %100 159 M152 Z 0 0 0 %100 160 M156 Z 0 0 0 %100 161 M157 Z 0 0 0 %100 162 M158 Z 0 0 0 %100 163 M159 Z 0 0 0 %100 164 M162 Z 0 0 0 %100 165 M165 Z 0 0 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 92 Member Distributed Loads (BLC 36 : WLm 270) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 166 M168 Z 0 0 0 %100 167 M171 Z 0 0 0 %100 168 M176 Z 0 0 0 %100 169 M177 Z 0 0 0 %100 170 M178 Z 0 0 0 %100 171 M183 Z 0 0 0 %100 172 M186 Z 0 0 0 %100 Member Distributed Loads (BLC 37 : WLm 300) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.66 0.66 0 %100 2 M2 X 0.28 0.28 0 %100 3 M3 X 0.55 0.55 0 %100 4 M4 X 0.55 0.55 0 %100 5 M5 X 0.28 0.28 0 %100 6 M6 X 0.55 0.55 0 %100 7 M7 X 0.28 0.28 0 %100 8 M17 X 0.33 0.33 0 %100 9 M18 X 0.46 0.46 0 %100 10 M19 X 0.46 0.46 0 %100 11 M20 X 0.33 0.33 0 %100 12 M24 X 0.33 0.33 0 %100 13 M25 X 0.46 0.46 0 %100 14 M26 X 0.46 0.46 0 %100 15 M27 X 0.33 0.33 0 %100 16 M30 X 0.49 0.49 0 %100 17 M33 X 0.49 0.49 0 %100 18 M36 X 0.49 0.49 0 %100 19 M39 X 0.49 0.49 0 %100 20 M40 X 0.66 0.66 0 %100 21 M41 X 0.28 0.28 0 %100 22 M42 X 0.55 0.55 0 %100 23 M43 X 0.55 0.55 0 %100 24 M44 X 0.28 0.28 0 %100 25 M45 X 0.55 0.55 0 %100 26 M46 X 0.28 0.28 0 %100 27 M56 X 0.33 0.33 0 %100 28 M57 X 0.46 0.46 0 %100 29 M58 X 0.46 0.46 0 %100 30 M59 X 0.33 0.33 0 %100 31 M63 X 0.33 0.33 0 %100 32 M64 X 0.46 0.46 0 %100 33 M65 X 0.46 0.46 0 %100 34 M66 X 0.33 0.33 0 %100 35 M69 X 0.49 0.49 0 %100 36 M72 X 0.49 0.49 0 %100 37 M75 X 0.49 0.49 0 %100 38 M78 X 0.49 0.49 0 %100 39 M83 X 0.26 0.26 0 %100 40 M84 X 0.26 0.26 0 %100 41 M85 X 0.41 0.41 0 %100 42 M90 X 0.26 0.26 0 %100 43 M93 X 0.26 0.26 0 %100 44 M94 X 0.66 0.66 0 %100 45 M95 X 0.28 0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 93 Member Distributed Loads (BLC 37 : WLm 300) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 46 M96 X 0.55 0.55 0 %100 47 M97 X 0.55 0.55 0 %100 48 M98 X 0.28 0.28 0 %100 49 M99 X 0.55 0.55 0 %100 50 M100 X 0.28 0.28 0 %100 51 M110 X 0.33 0.33 0 %100 52 M111 X 0.46 0.46 0 %100 53 M112 X 0.46 0.46 0 %100 54 M113 X 0.33 0.33 0 %100 55 M117 X 0.33 0.33 0 %100 56 M118 X 0.46 0.46 0 %100 57 M119 X 0.46 0.46 0 %100 58 M120 X 0.33 0.33 0 %100 59 M123 X 0.49 0.49 0 %100 60 M126 X 0.49 0.49 0 %100 61 M129 X 0.49 0.49 0 %100 62 M132 X 0.49 0.49 0 %100 63 M133 X 0.66 0.66 0 %100 64 M134 X 0.28 0.28 0 %100 65 M135 X 0.55 0.55 0 %100 66 M136 X 0.55 0.55 0 %100 67 M137 X 0.28 0.28 0 %100 68 M138 X 0.55 0.55 0 %100 69 M139 X 0.28 0.28 0 %100 70 M149 X 0.33 0.33 0 %100 71 M150 X 0.46 0.46 0 %100 72 M151 X 0.46 0.46 0 %100 73 M152 X 0.33 0.33 0 %100 74 M156 X 0.33 0.33 0 %100 75 M157 X 0.46 0.46 0 %100 76 M158 X 0.46 0.46 0 %100 77 M159 X 0.33 0.33 0 %100 78 M162 X 0.49 0.49 0 %100 79 M165 X 0.49 0.49 0 %100 80 M168 X 0.49 0.49 0 %100 81 M171 X 0.49 0.49 0 %100 82 M176 X 0.26 0.26 0 %100 83 M177 X 0.26 0.26 0 %100 84 M178 X 0.41 0.41 0 %100 85 M183 X 0.26 0.26 0 %100 86 M186 X 0.26 0.26 0 %100 87 M1 Z 0.38 0.38 0 %100 88 M2 Z 0.16 0.16 0 %100 89 M3 Z 0.32 0.32 0 %100 90 M4 Z 0.32 0.32 0 %100 91 M5 Z 0.16 0.16 0 %100 92 M6 Z 0.32 0.32 0 %100 93 M7 Z 0.16 0.16 0 %100 94 M17 Z 0.19 0.19 0 %100 95 M18 Z 0.26 0.26 0 %100 96 M19 Z 0.26 0.26 0 %100 97 M20 Z 0.19 0.19 0 %100 98 M24 Z 0.19 0.19 0 %100 99 M25 Z 0.26 0.26 0 %100 100 M26 Z 0.26 0.26 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 94 Member Distributed Loads (BLC 37 : WLm 300) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 101 M27 Z 0.19 0.19 0 %100 102 M30 Z 0.28 0.28 0 %100 103 M33 Z 0.28 0.28 0 %100 104 M36 Z 0.28 0.28 0 %100 105 M39 Z 0.28 0.28 0 %100 106 M40 Z 0.38 0.38 0 %100 107 M41 Z 0.16 0.16 0 %100 108 M42 Z 0.32 0.32 0 %100 109 M43 Z 0.32 0.32 0 %100 110 M44 Z 0.16 0.16 0 %100 111 M45 Z 0.32 0.32 0 %100 112 M46 Z 0.16 0.16 0 %100 113 M56 Z 0.19 0.19 0 %100 114 M57 Z 0.26 0.26 0 %100 115 M58 Z 0.26 0.26 0 %100 116 M59 Z 0.19 0.19 0 %100 117 M63 Z 0.19 0.19 0 %100 118 M64 Z 0.26 0.26 0 %100 119 M65 Z 0.26 0.26 0 %100 120 M66 Z 0.19 0.19 0 %100 121 M69 Z 0.28 0.28 0 %100 122 M72 Z 0.28 0.28 0 %100 123 M75 Z 0.28 0.28 0 %100 124 M78 Z 0.28 0.28 0 %100 125 M83 Z 0.15 0.15 0 %100 126 M84 Z 0.15 0.15 0 %100 127 M85 Z 0.24 0.24 0 %100 128 M90 Z 0.15 0.15 0 %100 129 M93 Z 0.15 0.15 0 %100 130 M94 Z 0.38 0.38 0 %100 131 M95 Z 0.16 0.16 0 %100 132 M96 Z 0.32 0.32 0 %100 133 M97 Z 0.32 0.32 0 %100 134 M98 Z 0.16 0.16 0 %100 135 M99 Z 0.32 0.32 0 %100 136 M100 Z 0.16 0.16 0 %100 137 M110 Z 0.19 0.19 0 %100 138 M111 Z 0.26 0.26 0 %100 139 M112 Z 0.26 0.26 0 %100 140 M113 Z 0.19 0.19 0 %100 141 M117 Z 0.19 0.19 0 %100 142 M118 Z 0.26 0.26 0 %100 143 M119 Z 0.26 0.26 0 %100 144 M120 Z 0.19 0.19 0 %100 145 M123 Z 0.28 0.28 0 %100 146 M126 Z 0.28 0.28 0 %100 147 M129 Z 0.28 0.28 0 %100 148 M132 Z 0.28 0.28 0 %100 149 M133 Z 0.38 0.38 0 %100 150 M134 Z 0.16 0.16 0 %100 151 M135 Z 0.32 0.32 0 %100 152 M136 Z 0.32 0.32 0 %100 153 M137 Z 0.16 0.16 0 %100 154 M138 Z 0.32 0.32 0 %100 155 M139 Z 0.16 0.16 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 95 Member Distributed Loads (BLC 37 : WLm 300) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 156 M149 Z 0.19 0.19 0 %100 157 M150 Z 0.26 0.26 0 %100 158 M151 Z 0.26 0.26 0 %100 159 M152 Z 0.19 0.19 0 %100 160 M156 Z 0.19 0.19 0 %100 161 M157 Z 0.26 0.26 0 %100 162 M158 Z 0.26 0.26 0 %100 163 M159 Z 0.19 0.19 0 %100 164 M162 Z 0.28 0.28 0 %100 165 M165 Z 0.28 0.28 0 %100 166 M168 Z 0.28 0.28 0 %100 167 M171 Z 0.28 0.28 0 %100 168 M176 Z 0.15 0.15 0 %100 169 M177 Z 0.15 0.15 0 %100 170 M178 Z 0.24 0.24 0 %100 171 M183 Z 0.15 0.15 0 %100 172 M186 Z 0.15 0.15 0 %100 Member Distributed Loads (BLC 38 : WLm 330) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 0.38 0.38 0 %100 2 M2 X 0.32 0.32 0 %100 3 M3 X 0.16 0.16 0 %100 4 M4 X 0.16 0.16 0 %100 5 M5 X 0.32 0.32 0 %100 6 M6 X 0.16 0.16 0 %100 7 M7 X 0.32 0.32 0 %100 8 M17 X 0.39 0.39 0 %100 9 M18 X 0.14 0.14 0 %100 10 M19 X 0.14 0.14 0 %100 11 M20 X 0.39 0.39 0 %100 12 M24 X 0.39 0.39 0 %100 13 M25 X 0.14 0.14 0 %100 14 M26 X 0.14 0.14 0 %100 15 M27 X 0.39 0.39 0 %100 16 M30 X 0.16 0.16 0 %100 17 M33 X 0.16 0.16 0 %100 18 M36 X 0.16 0.16 0 %100 19 M39 X 0.16 0.16 0 %100 20 M40 X 0.38 0.38 0 %100 21 M41 X 0.32 0.32 0 %100 22 M42 X 0.16 0.16 0 %100 23 M43 X 0.16 0.16 0 %100 24 M44 X 0.32 0.32 0 %100 25 M45 X 0.16 0.16 0 %100 26 M46 X 0.32 0.32 0 %100 27 M56 X 0.39 0.39 0 %100 28 M57 X 0.14 0.14 0 %100 29 M58 X 0.14 0.14 0 %100 30 M59 X 0.39 0.39 0 %100 31 M63 X 0.39 0.39 0 %100 32 M64 X 0.14 0.14 0 %100 33 M65 X 0.14 0.14 0 %100 34 M66 X 0.39 0.39 0 %100 35 M69 X 0.16 0.16 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 96 Member Distributed Loads (BLC 38 : WLm 330) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 36 M72 X 0.16 0.16 0 %100 37 M75 X 0.16 0.16 0 %100 38 M78 X 0.16 0.16 0 %100 39 M83 X 0.26 0.26 0 %100 40 M84 X 0.26 0.26 0 %100 41 M85 X 0.24 0.24 0 %100 42 M90 X 0.26 0.26 0 %100 43 M93 X 0.26 0.26 0 %100 44 M94 X 0.38 0.38 0 %100 45 M95 X 0.32 0.32 0 %100 46 M96 X 0.16 0.16 0 %100 47 M97 X 0.16 0.16 0 %100 48 M98 X 0.32 0.32 0 %100 49 M99 X 0.16 0.16 0 %100 50 M100 X 0.32 0.32 0 %100 51 M110 X 0.39 0.39 0 %100 52 M111 X 0.14 0.14 0 %100 53 M112 X 0.14 0.14 0 %100 54 M113 X 0.39 0.39 0 %100 55 M117 X 0.39 0.39 0 %100 56 M118 X 0.14 0.14 0 %100 57 M119 X 0.14 0.14 0 %100 58 M120 X 0.39 0.39 0 %100 59 M123 X 0.16 0.16 0 %100 60 M126 X 0.16 0.16 0 %100 61 M129 X 0.16 0.16 0 %100 62 M132 X 0.16 0.16 0 %100 63 M133 X 0.38 0.38 0 %100 64 M134 X 0.32 0.32 0 %100 65 M135 X 0.16 0.16 0 %100 66 M136 X 0.16 0.16 0 %100 67 M137 X 0.32 0.32 0 %100 68 M138 X 0.16 0.16 0 %100 69 M139 X 0.32 0.32 0 %100 70 M149 X 0.39 0.39 0 %100 71 M150 X 0.14 0.14 0 %100 72 M151 X 0.14 0.14 0 %100 73 M152 X 0.39 0.39 0 %100 74 M156 X 0.39 0.39 0 %100 75 M157 X 0.14 0.14 0 %100 76 M158 X 0.14 0.14 0 %100 77 M159 X 0.39 0.39 0 %100 78 M162 X 0.16 0.16 0 %100 79 M165 X 0.16 0.16 0 %100 80 M168 X 0.16 0.16 0 %100 81 M171 X 0.16 0.16 0 %100 82 M176 X 0.26 0.26 0 %100 83 M177 X 0.26 0.26 0 %100 84 M178 X 0.24 0.24 0 %100 85 M183 X 0.26 0.26 0 %100 86 M186 X 0.26 0.26 0 %100 87 M1 Z 0.66 0.66 0 %100 88 M2 Z 0.55 0.55 0 %100 89 M3 Z 0.28 0.28 0 %100 90 M4 Z 0.28 0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 97 Member Distributed Loads (BLC 38 : WLm 330) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 91 M5 Z 0.55 0.55 0 %100 92 M6 Z 0.28 0.28 0 %100 93 M7 Z 0.55 0.55 0 %100 94 M17 Z 0.68 0.68 0 %100 95 M18 Z 0.24 0.24 0 %100 96 M19 Z 0.24 0.24 0 %100 97 M20 Z 0.68 0.68 0 %100 98 M24 Z 0.68 0.68 0 %100 99 M25 Z 0.24 0.24 0 %100 100 M26 Z 0.24 0.24 0 %100 101 M27 Z 0.68 0.68 0 %100 102 M30 Z 0.28 0.28 0 %100 103 M33 Z 0.28 0.28 0 %100 104 M36 Z 0.28 0.28 0 %100 105 M39 Z 0.28 0.28 0 %100 106 M40 Z 0.66 0.66 0 %100 107 M41 Z 0.55 0.55 0 %100 108 M42 Z 0.28 0.28 0 %100 109 M43 Z 0.28 0.28 0 %100 110 M44 Z 0.55 0.55 0 %100 111 M45 Z 0.28 0.28 0 %100 112 M46 Z 0.55 0.55 0 %100 113 M56 Z 0.68 0.68 0 %100 114 M57 Z 0.24 0.24 0 %100 115 M58 Z 0.24 0.24 0 %100 116 M59 Z 0.68 0.68 0 %100 117 M63 Z 0.68 0.68 0 %100 118 M64 Z 0.24 0.24 0 %100 119 M65 Z 0.24 0.24 0 %100 120 M66 Z 0.68 0.68 0 %100 121 M69 Z 0.28 0.28 0 %100 122 M72 Z 0.28 0.28 0 %100 123 M75 Z 0.28 0.28 0 %100 124 M78 Z 0.28 0.28 0 %100 125 M83 Z 0.44 0.44 0 %100 126 M84 Z 0.44 0.44 0 %100 127 M85 Z 0.41 0.41 0 %100 128 M90 Z 0.44 0.44 0 %100 129 M93 Z 0.44 0.44 0 %100 130 M94 Z 0.66 0.66 0 %100 131 M95 Z 0.55 0.55 0 %100 132 M96 Z 0.28 0.28 0 %100 133 M97 Z 0.28 0.28 0 %100 134 M98 Z 0.55 0.55 0 %100 135 M99 Z 0.28 0.28 0 %100 136 M100 Z 0.55 0.55 0 %100 137 M110 Z 0.68 0.68 0 %100 138 M111 Z 0.24 0.24 0 %100 139 M112 Z 0.24 0.24 0 %100 140 M113 Z 0.68 0.68 0 %100 141 M117 Z 0.68 0.68 0 %100 142 M118 Z 0.24 0.24 0 %100 143 M119 Z 0.24 0.24 0 %100 144 M120 Z 0.68 0.68 0 %100 145 M123 Z 0.28 0.28 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 98 Member Distributed Loads (BLC 38 : WLm 330) (Continued) Member LabelDirection Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 146 M126 Z 0.28 0.28 0 %100 147 M129 Z 0.28 0.28 0 %100 148 M132 Z 0.28 0.28 0 %100 149 M133 Z 0.66 0.66 0 %100 150 M134 Z 0.55 0.55 0 %100 151 M135 Z 0.28 0.28 0 %100 152 M136 Z 0.28 0.28 0 %100 153 M137 Z 0.55 0.55 0 %100 154 M138 Z 0.28 0.28 0 %100 155 M139 Z 0.55 0.55 0 %100 156 M149 Z 0.68 0.68 0 %100 157 M150 Z 0.24 0.24 0 %100 158 M151 Z 0.24 0.24 0 %100 159 M152 Z 0.68 0.68 0 %100 160 M156 Z 0.68 0.68 0 %100 161 M157 Z 0.24 0.24 0 %100 162 M158 Z 0.24 0.24 0 %100 163 M159 Z 0.68 0.68 0 %100 164 M162 Z 0.28 0.28 0 %100 165 M165 Z 0.28 0.28 0 %100 166 M168 Z 0.28 0.28 0 %100 167 M171 Z 0.28 0.28 0 %100 168 M176 Z 0.44 0.44 0 %100 169 M177 Z 0.44 0.44 0 %100 170 M178 Z 0.41 0.41 0 %100 171 M183 Z 0.44 0.44 0 %100 172 M186 Z 0.44 0.44 0 %100 Member Distributed Loads (BLC 39 : Ev) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Y -2.14 -2.14 0 %100 2 M2 Y -1.32 -1.32 0 %100 3 M3 Y -1.32 -1.32 0 %100 4 M4 Y -1.32 -1.32 0 %100 5 M5 Y -1.32 -1.32 0 %100 6 M6 Y -1.32 -1.32 0 %100 7 M7 Y -1.32 -1.32 0 %100 8 M17 Y -0.93 -0.93 0 %100 9 M18 Y -0.93 -0.93 0 %100 10 M19 Y -0.93 -0.93 0 %100 11 M20 Y -0.93 -0.93 0 %100 12 M24 Y -0.93 -0.93 0 %100 13 M25 Y -0.93 -0.93 0 %100 14 M26 Y -0.93 -0.93 0 %100 15 M27 Y -0.93 -0.93 0 %100 16 M30 Y -0.95 -0.95 0 %100 17 M33 Y -0.95 -0.95 0 %100 18 M36 Y -0.95 -0.95 0 %100 19 M39 Y -0.95 -0.95 0 %100 20 M40 Y -2.14 -2.14 0 %100 21 M41 Y -1.32 -1.32 0 %100 22 M42 Y -1.32 -1.32 0 %100 23 M43 Y -1.32 -1.32 0 %100 24 M44 Y -1.32 -1.32 0 %100 25 M45 Y -1.32 -1.32 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 99 Member Distributed Loads (BLC 39 : Ev) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 26 M46 Y -1.32 -1.32 0 %100 27 M56 Y -0.93 -0.93 0 %100 28 M57 Y -0.93 -0.93 0 %100 29 M58 Y -0.93 -0.93 0 %100 30 M59 Y -0.93 -0.93 0 %100 31 M63 Y -0.93 -0.93 0 %100 32 M64 Y -0.93 -0.93 0 %100 33 M65 Y -0.93 -0.93 0 %100 34 M66 Y -0.93 -0.93 0 %100 35 M69 Y -0.95 -0.95 0 %100 36 M72 Y -0.95 -0.95 0 %100 37 M75 Y -0.95 -0.95 0 %100 38 M78 Y -0.95 -0.95 0 %100 39 M83 Y -0.57 -0.57 0 %100 40 M84 Y -0.57 -0.57 0 %100 41 M85 Y -1.06 -1.06 0 %100 42 M90 Y -0.57 -0.57 0 %100 43 M93 Y -0.57 -0.57 0 %100 44 M94 Y -2.14 -2.14 0 %100 45 M95 Y -1.32 -1.32 0 %100 46 M96 Y -1.32 -1.32 0 %100 47 M97 Y -1.32 -1.32 0 %100 48 M98 Y -1.32 -1.32 0 %100 49 M99 Y -1.32 -1.32 0 %100 50 M100 Y -1.32 -1.32 0 %100 51 M110 Y -0.93 -0.93 0 %100 52 M111 Y -0.93 -0.93 0 %100 53 M112 Y -0.93 -0.93 0 %100 54 M113 Y -0.93 -0.93 0 %100 55 M117 Y -0.93 -0.93 0 %100 56 M118 Y -0.93 -0.93 0 %100 57 M119 Y -0.93 -0.93 0 %100 58 M120 Y -0.93 -0.93 0 %100 59 M123 Y -0.95 -0.95 0 %100 60 M126 Y -0.95 -0.95 0 %100 61 M129 Y -0.95 -0.95 0 %100 62 M132 Y -0.95 -0.95 0 %100 63 M133 Y -2.14 -2.14 0 %100 64 M134 Y -1.32 -1.32 0 %100 65 M135 Y -1.32 -1.32 0 %100 66 M136 Y -1.32 -1.32 0 %100 67 M137 Y -1.32 -1.32 0 %100 68 M138 Y -1.32 -1.32 0 %100 69 M139 Y -1.32 -1.32 0 %100 70 M149 Y -0.93 -0.93 0 %100 71 M150 Y -0.93 -0.93 0 %100 72 M151 Y -0.93 -0.93 0 %100 73 M152 Y -0.93 -0.93 0 %100 74 M156 Y -0.93 -0.93 0 %100 75 M157 Y -0.93 -0.93 0 %100 76 M158 Y -0.93 -0.93 0 %100 77 M159 Y -0.93 -0.93 0 %100 78 M162 Y -0.95 -0.95 0 %100 79 M165 Y -0.95 -0.95 0 %100 80 M168 Y -0.95 -0.95 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 100 Member Distributed Loads (BLC 39 : Ev) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 81 M171 Y -0.95 -0.95 0 %100 82 M176 Y -0.57 -0.57 0 %100 83 M177 Y -0.57 -0.57 0 %100 84 M178 Y -1.06 -1.06 0 %100 85 M183 Y -0.57 -0.57 0 %100 86 M186 Y -0.57 -0.57 0 %100 Member Distributed Loads (BLC 40 : Ehx) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X 4.28 4.28 0 %100 2 M2 X 2.65 2.65 0 %100 3 M3 X 2.65 2.65 0 %100 4 M4 X 2.65 2.65 0 %100 5 M5 X 2.65 2.65 0 %100 6 M6 X 2.65 2.65 0 %100 7 M7 X 2.65 2.65 0 %100 8 M17 X 1.86 1.86 0 %100 9 M18 X 1.86 1.86 0 %100 10 M19 X 1.86 1.86 0 %100 11 M20 X 1.86 1.86 0 %100 12 M24 X 1.86 1.86 0 %100 13 M25 X 1.86 1.86 0 %100 14 M26 X 1.86 1.86 0 %100 15 M27 X 1.86 1.86 0 %100 16 M30 X 1.9 1.9 0 %100 17 M33 X 1.9 1.9 0 %100 18 M36 X 1.9 1.9 0 %100 19 M39 X 1.9 1.9 0 %100 20 M40 X 4.28 4.28 0 %100 21 M41 X 2.65 2.65 0 %100 22 M42 X 2.65 2.65 0 %100 23 M43 X 2.65 2.65 0 %100 24 M44 X 2.65 2.65 0 %100 25 M45 X 2.65 2.65 0 %100 26 M46 X 2.65 2.65 0 %100 27 M56 X 1.86 1.86 0 %100 28 M57 X 1.86 1.86 0 %100 29 M58 X 1.86 1.86 0 %100 30 M59 X 1.86 1.86 0 %100 31 M63 X 1.86 1.86 0 %100 32 M64 X 1.86 1.86 0 %100 33 M65 X 1.86 1.86 0 %100 34 M66 X 1.86 1.86 0 %100 35 M69 X 1.9 1.9 0 %100 36 M72 X 1.9 1.9 0 %100 37 M75 X 1.9 1.9 0 %100 38 M78 X 1.9 1.9 0 %100 39 M83 X 1.14 1.14 0 %100 40 M84 X 1.14 1.14 0 %100 41 M85 X 2.11 2.11 0 %100 42 M90 X 1.14 1.14 0 %100 43 M93 X 1.14 1.14 0 %100 44 M94 X 4.28 4.28 0 %100 45 M95 X 2.65 2.65 0 %100 46 M96 X 2.65 2.65 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 101 Member Distributed Loads (BLC 40 : Ehx) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 47 M97 X 2.65 2.65 0 %100 48 M98 X 2.65 2.65 0 %100 49 M99 X 2.65 2.65 0 %100 50 M100 X 2.65 2.65 0 %100 51 M110 X 1.86 1.86 0 %100 52 M111 X 1.86 1.86 0 %100 53 M112 X 1.86 1.86 0 %100 54 M113 X 1.86 1.86 0 %100 55 M117 X 1.86 1.86 0 %100 56 M118 X 1.86 1.86 0 %100 57 M119 X 1.86 1.86 0 %100 58 M120 X 1.86 1.86 0 %100 59 M123 X 1.9 1.9 0 %100 60 M126 X 1.9 1.9 0 %100 61 M129 X 1.9 1.9 0 %100 62 M132 X 1.9 1.9 0 %100 63 M133 X 4.28 4.28 0 %100 64 M134 X 2.65 2.65 0 %100 65 M135 X 2.65 2.65 0 %100 66 M136 X 2.65 2.65 0 %100 67 M137 X 2.65 2.65 0 %100 68 M138 X 2.65 2.65 0 %100 69 M139 X 2.65 2.65 0 %100 70 M149 X 1.86 1.86 0 %100 71 M150 X 1.86 1.86 0 %100 72 M151 X 1.86 1.86 0 %100 73 M152 X 1.86 1.86 0 %100 74 M156 X 1.86 1.86 0 %100 75 M157 X 1.86 1.86 0 %100 76 M158 X 1.86 1.86 0 %100 77 M159 X 1.86 1.86 0 %100 78 M162 X 1.9 1.9 0 %100 79 M165 X 1.9 1.9 0 %100 80 M168 X 1.9 1.9 0 %100 81 M171 X 1.9 1.9 0 %100 82 M176 X 1.14 1.14 0 %100 83 M177 X 1.14 1.14 0 %100 84 M178 X 2.11 2.11 0 %100 85 M183 X 1.14 1.14 0 %100 86 M186 X 1.14 1.14 0 %100 Member Distributed Loads (BLC 41 : Ehz) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Z 4.28 4.28 0 %100 2 M2 Z 2.65 2.65 0 %100 3 M3 Z 2.65 2.65 0 %100 4 M4 Z 2.65 2.65 0 %100 5 M5 Z 2.65 2.65 0 %100 6 M6 Z 2.65 2.65 0 %100 7 M7 Z 2.65 2.65 0 %100 8 M17 Z 1.86 1.86 0 %100 9 M18 Z 1.86 1.86 0 %100 10 M19 Z 1.86 1.86 0 %100 11 M20 Z 1.86 1.86 0 %100 12 M24 Z 1.86 1.86 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 102 Member Distributed Loads (BLC 41 : Ehz) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 13 M25 Z 1.86 1.86 0 %100 14 M26 Z 1.86 1.86 0 %100 15 M27 Z 1.86 1.86 0 %100 16 M30 Z 1.9 1.9 0 %100 17 M33 Z 1.9 1.9 0 %100 18 M36 Z 1.9 1.9 0 %100 19 M39 Z 1.9 1.9 0 %100 20 M40 Z 4.28 4.28 0 %100 21 M41 Z 2.65 2.65 0 %100 22 M42 Z 2.65 2.65 0 %100 23 M43 Z 2.65 2.65 0 %100 24 M44 Z 2.65 2.65 0 %100 25 M45 Z 2.65 2.65 0 %100 26 M46 Z 2.65 2.65 0 %100 27 M56 Z 1.86 1.86 0 %100 28 M57 Z 1.86 1.86 0 %100 29 M58 Z 1.86 1.86 0 %100 30 M59 Z 1.86 1.86 0 %100 31 M63 Z 1.86 1.86 0 %100 32 M64 Z 1.86 1.86 0 %100 33 M65 Z 1.86 1.86 0 %100 34 M66 Z 1.86 1.86 0 %100 35 M69 Z 1.9 1.9 0 %100 36 M72 Z 1.9 1.9 0 %100 37 M75 Z 1.9 1.9 0 %100 38 M78 Z 1.9 1.9 0 %100 39 M83 Z 1.14 1.14 0 %100 40 M84 Z 1.14 1.14 0 %100 41 M85 Z 2.11 2.11 0 %100 42 M90 Z 1.14 1.14 0 %100 43 M93 Z 1.14 1.14 0 %100 44 M94 Z 4.28 4.28 0 %100 45 M95 Z 2.65 2.65 0 %100 46 M96 Z 2.65 2.65 0 %100 47 M97 Z 2.65 2.65 0 %100 48 M98 Z 2.65 2.65 0 %100 49 M99 Z 2.65 2.65 0 %100 50 M100 Z 2.65 2.65 0 %100 51 M110 Z 1.86 1.86 0 %100 52 M111 Z 1.86 1.86 0 %100 53 M112 Z 1.86 1.86 0 %100 54 M113 Z 1.86 1.86 0 %100 55 M117 Z 1.86 1.86 0 %100 56 M118 Z 1.86 1.86 0 %100 57 M119 Z 1.86 1.86 0 %100 58 M120 Z 1.86 1.86 0 %100 59 M123 Z 1.9 1.9 0 %100 60 M126 Z 1.9 1.9 0 %100 61 M129 Z 1.9 1.9 0 %100 62 M132 Z 1.9 1.9 0 %100 63 M133 Z 4.28 4.28 0 %100 64 M134 Z 2.65 2.65 0 %100 65 M135 Z 2.65 2.65 0 %100 66 M136 Z 2.65 2.65 0 %100 67 M137 Z 2.65 2.65 0 %100 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 103 Member Distributed Loads (BLC 41 : Ehz) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 68 M138 Z 2.65 2.65 0 %100 69 M139 Z 2.65 2.65 0 %100 70 M149 Z 1.86 1.86 0 %100 71 M150 Z 1.86 1.86 0 %100 72 M151 Z 1.86 1.86 0 %100 73 M152 Z 1.86 1.86 0 %100 74 M156 Z 1.86 1.86 0 %100 75 M157 Z 1.86 1.86 0 %100 76 M158 Z 1.86 1.86 0 %100 77 M159 Z 1.86 1.86 0 %100 78 M162 Z 1.9 1.9 0 %100 79 M165 Z 1.9 1.9 0 %100 80 M168 Z 1.9 1.9 0 %100 81 M171 Z 1.9 1.9 0 %100 82 M176 Z 1.14 1.14 0 %100 83 M177 Z 1.14 1.14 0 %100 84 M178 Z 2.11 2.11 0 %100 85 M183 Z 1.14 1.14 0 %100 86 M186 Z 1.14 1.14 0 %100 Basic Load Cases BLC Description Category Y Gravity Nodal Distributed 1 DL None -1 12 2 DLi None 3 WL 0 None 24 172 4 WL 30 None 24 172 5 WL 60 None 24 172 6 WL 90 None 24 172 7 WL 120 None 24 172 8 WL 150 None 24 172 9 WL 180 None 24 172 10 WL 210 None 24 172 11 WL 240 None 24 172 12 WL 270 None 24 172 13 WL 300 None 24 172 14 WL 330 None 24 172 15 WLi 0 None 16 WLi 30 None 17 WLi 60 None 18 WLi 90 None 19 WLi 120 None 20 WLi 150 None 21 WLi 180 None 22 WLi 210 None 23 WLi 240 None 24 WLi 270 None 25 WLi 300 None 26 WLi 330 None 27 WLm 0 None 24 172 28 WLm 30 None 24 172 29 WLm 60 None 24 172 30 WLm 90 None 24 172 31 WLm 120 None 24 172 32 WLm 150 None 24 172 33 WLm 180 None 24 172 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 104 Basic Load Cases (Continued) BLC Description Category Y Gravity Nodal Distributed 34 WLm 210 None 24 172 35 WLm 240 None 24 172 36 WLm 270 None 24 172 37 WLm 300 None 24 172 38 WLm 330 None 24 172 39 Ev None 12 86 40 Ehx None 12 86 41 Ehz None 12 86 42 Lm None 43 Lv None Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4 DL Yes Y 1 1.4 2 1.2 DL + 1.0 WL (0)Yes Y 1 1.2 3 1 3 1.2 DL + 1.0 WL (30)Yes Y 1 1.2 4 1 4 1.2 DL + 1.0 WL (60)Yes Y 1 1.2 5 1 5 1.2 DL + 1.0 WL (90)Yes Y 1 1.2 6 1 6 1.2 DL + 1.0 WL (120)Yes Y 1 1.2 7 1 7 1.2 DL + 1.0 WL (150)Yes Y 1 1.2 8 1 8 1.2 DL + 1.0 WL (180)Yes Y 1 1.2 9 1 9 1.2 DL + 1.0 WL (210)Yes Y 1 1.2 10 1 10 1.2 DL + 1.0 WL (240)Yes Y 1 1.2 11 1 11 1.2 DL + 1.0 WL (270)Yes Y 1 1.2 12 1 12 1.2 DL + 1.0 WL (300)Yes Y 1 1.2 13 1 13 1.2 DL + 1.0 WL (330)Yes Y 1 1.2 14 1 14 1.2 DL + 1.0 DLi + 1.0 WLi (0)Yes Y 1 1.2 2 1 15 1 15 1.2 DL + 1.0 DLi + 1.0 WLi (30)Yes Y 1 1.2 2 1 16 1 16 1.2 DL + 1.0 DLi + 1.0 WLi (60)Yes Y 1 1.2 2 1 17 1 17 1.2 DL + 1.0 DLi + 1.0 WLi (90)Yes Y 1 1.2 2 1 18 1 18 1.2 DL + 1.0 DLi + 1.0 WLi (120)Yes Y 1 1.2 2 1 19 1 19 1.2 DL + 1.0 DLi + 1.0 WLi (150)Yes Y 1 1.2 2 1 20 1 20 1.2 DL + 1.0 DLi + 1.0 WLi (180)Yes Y 1 1.2 2 1 21 1 21 1.2 DL + 1.0 DLi + 1.0 WLi (210)Yes Y 1 1.2 2 1 22 1 22 1.2 DL + 1.0 DLi + 1.0 WLi (240)Yes Y 1 1.2 2 1 23 1 23 1.2 DL + 1.0 DLi + 1.0 WLi (270)Yes Y 1 1.2 2 1 24 1 24 1.2 DL + 1.0 DLi + 1.0 WLi (300)Yes Y 1 1.2 2 1 25 1 25 1.2 DL + 1.0 DLi + 1.0 WLi (330)Yes Y 1 1.2 2 1 26 1 26 1.2 DL + 1.5 Lm + 1.0 WLm (0)Yes Y 1 1.2 42 1.5 27 1 27 1.2 DL + 1.5 Lm + 1.0 WLm (30)Yes Y 1 1.2 42 1.5 28 1 28 1.2 DL + 1.5 Lm + 1.0 WLm (60)Yes Y 1 1.2 42 1.5 29 1 29 1.2 DL + 1.5 Lm + 1.0WLm (90)Yes Y 1 1.2 42 1.5 30 1 30 1.2 DL + 1.5 Lm + 1.0 WLm (120)Yes Y 1 1.2 42 1.5 31 1 31 1.2 DL + 1.5 Lm + 1.0 WLm (150)Yes Y 1 1.2 42 1.5 32 1 32 1.2 DL + 1.5 Lm + 1.0 WLm (180)Yes Y 1 1.2 42 1.5 33 1 33 1.2 DL + 1.5 Lm + 1.0 WLm (210)Yes Y 1 1.2 42 1.5 34 1 34 1.2 DL + 1.5 Lm + 1.0 WLm (240)Yes Y 1 1.2 42 1.5 35 1 35 1.2 DL + 1.5 Lm + 1.0 WLm (270)Yes Y 1 1.2 42 1.5 36 1 SL 0.2 36 1.2 DL + 1.5 Lm + 1.0 WLm (300)Yes Y 1 1.2 42 1.5 37 1 SL 0.2 37 1.2 DL + 1.5 Lm + 1.0 WLm (330)Yes Y 1 1.2 42 1.5 38 1 SL 0.2 38 1.2 DL + 1.5 Lv Yes Y 1 1.2 43 1.5 SL 0.2 39 1.2 DL + 1.0 Ev + 1.0 Eh (0)Yes Y 1 1.2 39 1 40 41 1 40 1.2 DL + 1.0 Ev + 1.0 Eh (30)Yes Y 1 1.2 39 1 40 -0.5 41 0.866 41 1.2 DL + 1.0 Ev + 1.0 Eh (60)Yes Y 1 1.2 39 1 40 -0.866 41 0.5 42 1.2 DL + 1.0 Ev + 1.0 Eh (90)Yes Y 1 1.2 39 1 40 -1 41 Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 105 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 43 1.2 DL + 1.0 Ev + 1.0 Eh (120)Yes Y 1 1.2 39 1 40 -0.866 41 -0.5 44 1.2 DL + 1.0 Ev + 1.0 Eh (150)Yes Y 1 1.2 39 1 40 -0.5 41 -0.866 45 1.2 DL + 1.0 Ev + 1.0 Eh (180)Yes Y 1 1.2 39 1 40 41 -1 46 1.2 DL + 1.0 Ev + 1.0 Eh (210)Yes Y 1 1.2 39 1 40 0.5 41 -0.866 47 1.2 DL + 1.0 Ev + 1.0 Eh (240)Yes Y 1 1.2 39 1 40 0.866 41 -0.5 48 1.2 DL + 1.0 Ev + 1.0 Eh (270)Yes Y 1 1.2 39 1 40 1 41 49 1.2 DL + 1.0 Ev + 1.0 Eh (300)Yes Y 1 1.2 39 1 40 0.866 41 0.5 50 1.2 DL + 1.0 Ev + 1.0 Eh (330)Yes Y 1 1.2 39 1 40 0.5 41 0.866 Envelope Node Reactions Node Label X [lb]LC Y [lb]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC 1 N44 max 1936.883 7 504.471 7 509.879 6 0 50 0 50 0 50 2 min -460.452 13 -123.125 13 -266.862 12 0 1 0 1 0 1 3 N41A max 1998.055 3 503.717 3 333.745 10 0 50 0 50 0 50 4 min -414.838 9 -124.659 9 -578.695 4 0 1 0 1 0 1 5 N42A max 255.33 8 442.055 2 265.306 7 0 50 0 50 0 50 6 min -1827.065 2 -73.055 8 -486.527 13 0 1 0 1 0 1 7 N43 max 322.632 2 444.892 8 407.833 10 0 50 0 50 0 50 8 min -1787.379 8 -73.394 2 -182.979 4 0 1 0 1 0 1 9 N85 max 1530.956 2 384.487 2 278.376 9 0 50 0 50 0 50 10 min -487.827 8 -113.026 8 -416.442 3 0 1 0 1 0 1 11 N86 max 660.256 7 442.088 13 422.018 6 0 50 0 50 0 50 12 min -1713.244 13 -176.701 7 -544.384 12 0 1 0 1 0 1 13 N87 max 676.417 3 443.4 9 483.408 10 0 50 0 50 0 50 14 min -1679.737 9 -174.62 3 -361.603 4 0 1 0 1 0 1 15 N88 max 1518.264 8 387.801 8 316.878 6 0 50 0 50 0 50 16 min -527.596 2 -113.544 2 -176.3 12 0 1 0 1 0 1 17 N161 max 1992.746 3 501.653 3 337.676 10 0 50 0 50 0 50 18 min -418.801 9 -124.131 9 -580.308 4 0 1 0 1 0 1 19 N162 max 242.188 8 436.868 2 258.673 7 0 50 0 50 0 50 20 min -1804.829 2 -69.888 8 -478.664 13 0 1 0 1 0 1 21 N163 max 309.035 2 439.343 8 400.091 10 0 50 0 50 0 50 22 min -1764.565 8 -70.067 2 -176.403 4 0 1 0 1 0 1 23 N164 max 1929.293 7 502.298 7 512.076 6 0 50 0 50 0 50 24 min -462.398 13 -122.7 13 -271.358 12 0 1 0 1 0 1 25 N205 max 1512.596 2 380.473 2 271.567 9 0 50 0 50 0 50 26 min -474.816 8 -109.644 8 -409.06 3 0 1 0 1 0 1 27 N206 max 663.929 7 440.443 13 424.841 6 0 50 0 50 0 50 28 min -1711.378 13 -176.493 7 -545.64 12 0 1 0 1 0 1 29 N207 max 678.283 3 441.683 9 485.177 10 0 50 0 50 0 50 30 min -1675.677 9 -174.521 3 -364.901 4 0 1 0 1 0 1 31 N208 max 1499.357 8 383.439 8 309.392 6 0 50 0 50 0 50 32 min -514.328 2 -109.987 2 -169.385 12 0 1 0 1 0 1 33 Totals:max 2372.907 4 3216.919 43 3172.448 8 34 min -2372.907 10 2567.344 12 -3172.438 2 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[in]LCShear Check Loc[in]DirLCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 1 M1 PIPE_3.0 0.539 120 8 0.041 120 2 38176.7 65205 5748.75 5748.75 1 H1-1b 2 M2 HSS2X2X3 0.111 37.5 2 0.052 75 y 3 24404.755 49266 2749.65 2749.65 1.499H1-1b 3 M3 HSS2X2X3 0.171 37.5 8 0.056 15.625 z 3 24404.755 49266 2749.65 2749.65 1.4 H1-1b 4 M4 HSS2X2X3 0.223 37.5 6 0.062 3.125 z 3 24404.755 49266 2749.65 2749.65 1.32 H1-1b 5 M5 HSS2X2X3 0.156 37.5 7 0.051 37.5 y 7 24404.755 49266 2749.65 2749.65 1.558H1-1b Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 106 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[in]LCShear Check Loc[in]DirLCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 6 M6 HSS2X2X3 0.609 37.5 2 0.112 58.594 y 4 24404.755 49266 2749.65 2749.65 1.543H1-1b 7 M7 HSS2X2X3 0.268 37.5 6 0.124 0 y 8 24404.755 49266 2749.65 2749.65 1.552H1-1b 8 M17 L2.5X2.5X3 0.449 37.5 3 0.019 37.5 y 3 8406.906 29192.4 872.574 1641.741 1.5 H2-1 9 M18 L2.5X2.5X3 0.119 0 3 0.014 0 y 4 27294.335 29192.4 872.574 1971.83 1.036 H2-1 10 M19 L2.5X2.5X3 0.111 0 13 0.02 16 z 2 27294.335 29192.4 872.574 1971.83 1.5 H2-1 11 M20 L2.5X2.5X3 0.436 37.5 3 0.025 37.5 y 3 8406.906 29192.4 872.574 1641.741 1.5 H2-1 12 M24 L2.5X2.5X3 0.413 37.5 7 0.022 75 y 7 8406.906 29192.4 872.574 1629.233 1.458 H2-1 13 M25 L2.5X2.5X3 0.109 16 9 0.014 16 y 8 27294.335 29192.4 872.574 1971.83 1.5 H2-1 14 M26 L2.5X2.5X3 0.12 16 7 0.011 16 y 6 27294.335 29192.4 872.574 1971.83 1.046 H2-1 15 M27 L2.5X2.5X3 0.462 37.5 7 0.019 75 y 7 8406.906 29192.4 872.574 1638.605 1.489 H2-1 16 M30 L3X2X3 0.122 1.5 3 0.123 1.5 y 3 27424.524 29710.8 624.859 1822.658 1.253 H2-1 17 M33 L3X2X3 0.115 1.5 7 0.119 1.5 y 7 27424.524 29710.8 624.859 1825.615 1.265 H2-1 18 M36 L3X2X3 0.112 1.5 2 0.116 3 y 2 27424.524 29710.8 624.859 1839.697 1.323 H2-1 19 M39 L3X2X3 0.103 1.5 8 0.114 1.5 y 8 27424.524 29710.8 624.859 1844.718 1.344 H2-1 20 M40 PIPE_3.0 0.522 120 8 0.046 120 2 38176.7 65205 5748.75 5748.75 1 H1-1b 21 M41 HSS2X2X3 0.1 37.5 2 0.045 0 y 1324404.755 49266 2749.65 2749.65 1.494H1-1b 22 M42 HSS2X2X3 0.186 37.5 10 0.05 3.125 z 1324404.755 49266 2749.65 2749.65 1.344H1-1b 23 M43 HSS2X2X3 0.135 37.5 8 0.047 15.625 z 1324404.755 49266 2749.65 2749.65 1.314H1-1b 24 M44 HSS2X2X3 0.138 37.5 9 0.045 37.5 y 9 24404.755 49266 2749.65 2749.65 1.565H1-1b 25 M45 HSS2X2X3 0.543 37.5 2 0.103 58.594 y 1224404.755 49266 2749.65 2749.65 1.514H1-1b 26 M46 HSS2X2X3 0.231 37.5 10 0.12 0 z 8 24404.755 49266 2749.65 2749.65 1.519H1-1b 27 M56 L2.5X2.5X3 0.387 37.5 13 0.017 37.5 y 13 8406.906 29192.4 872.574 1641.741 1.5 H2-1 28 M57 L2.5X2.5X3 0.1 0 2 0.011 16 z 2 27294.335 29192.4 872.574 1971.83 1.234 H2-1 29 M58 L2.5X2.5X3 0.115 0 13 0.02 0 z 1327294.335 29192.4 872.574 1971.83 1.5 H2-1 30 M59 L2.5X2.5X3 0.386 37.5 13 0.022 37.5 y 13 8406.906 29192.4 872.574 1641.741 1.5 H2-1 31 M63 L2.5X2.5X3 0.36 37.5 9 0.019 0 y 9 8406.906 29192.4 872.574 1630.794 1.463 H2-1 32 M64 L2.5X2.5X3 0.115 16 9 0.015 16 z 9 27294.335 29192.4 872.574 1971.83 1.5 H2-1 33 M65 L2.5X2.5X3 0.091 16 8 0.009 16 y 1027294.335 29192.4 872.574 1971.83 1.007 H2-1 34 M66 L2.5X2.5X3 0.401 37.5 9 0.016 0 y 9 8406.906 29192.4 872.574 1640.197 1.495 H2-1 35 M69 L3X2X3 0.098 1.5 2 0.094 0 y 1327424.524 29710.8 624.859 1821.541 1.249 H2-1 36 M72 L3X2X3 0.087 1.5 8 0.094 3 y 9 27424.524 29710.8 624.859 1830.551 1.285 H2-1 37 M75 L3X2X3 0.107 1.5 13 0.107 1.5 y 1327424.524 29710.8 624.859 1835.759 1.306 H2-1 38 M78 L3X2X3 0.098 1.5 9 0.105 1.5 y 9 27424.524 29710.8 624.859 1841.321 1.33 H2-1 39 M85 PIPE_2.0 0.223 36 11 0.063 36 1126521.424 32130 1871.625 1871.625 1 H1-1b 40 M94 PIPE_3.0 0.53 120 8 0.038 120 2 38176.7 65205 5748.75 5748.75 1 H1-1b 41 M95 HSS2X2X3 0.11 37.5 2 0.051 75 y 4 24404.755 49266 2749.65 2749.65 1.498H1-1b 42 M96 HSS2X2X3 0.168 37.5 8 0.056 15.625 z 3 24404.755 49266 2749.65 2749.65 1.4 H1-1b 43 M97 HSS2X2X3 0.225 37.5 6 0.062 3.125 z 3 24404.755 49266 2749.65 2749.65 1.317H1-1b 44 M98 HSS2X2X3 0.155 37.5 7 0.051 37.5 y 7 24404.755 49266 2749.65 2749.65 1.557H1-1b 45 M99 HSS2X2X3 0.599 37.5 3 0.111 58.594 y 4 24404.755 49266 2749.65 2749.65 1.583H1-1b 46 M100 HSS2X2X3 0.269 37.5 6 0.122 0 y 8 24404.755 49266 2749.65 2749.65 1.556H1-1b 47 M110 L2.5X2.5X3 0.447 37.5 3 0.019 37.5 y 3 8406.906 29192.4 872.574 1641.741 1.5 H2-1 48 M111 L2.5X2.5X3 0.119 16 3 0.014 0 y 4 27294.335 29192.4 872.574 1971.83 1.045 H2-1 49 M112 L2.5X2.5X3 0.109 0 13 0.02 16 z 2 27294.335 29192.4 872.574 1971.83 1.5 H2-1 50 M113 L2.5X2.5X3 0.434 37.5 3 0.025 37.5 y 3 8406.906 29192.4 872.574 1641.741 1.5 H2-1 51 M117 L2.5X2.5X3 0.411 37.5 7 0.022 75 y 7 8406.906 29192.4 872.574 1629.114 1.458 H2-1 52 M118 L2.5X2.5X3 0.108 16 9 0.014 16 y 8 27294.335 29192.4 872.574 1971.83 1.5 H2-1 53 M119 L2.5X2.5X3 0.119 16 7 0.011 16 y 6 27294.335 29192.4 872.574 1971.83 1.052 H2-1 54 M120 L2.5X2.5X3 0.46 37.5 7 0.019 75 y 7 8406.906 29192.4 872.574 1638.495 1.489 H2-1 55 M123 L3X2X3 0.122 1.5 3 0.122 1.5 y 3 27424.524 29710.8 624.859 1822.874 1.254 H2-1 56 M126 L3X2X3 0.114 1.5 7 0.119 1.5 y 7 27424.524 29710.8 624.859 1825.637 1.265 H2-1 57 M129 L3X2X3 0.111 1.5 2 0.115 3 y 3 27424.524 29710.8 624.859 1839.67 1.323 H2-1 58 M132 L3X2X3 0.101 1.5 8 0.113 0 y 7 27424.524 29710.8 624.859 1844.646 1.344 H2-1 59 M133 PIPE_3.0 0.514 120 8 0.043 120 2 38176.7 65205 5748.75 5748.75 1 H1-1b 60 M134 HSS2X2X3 0.099 37.5 2 0.044 0 y 1324404.755 49266 2749.65 2749.65 1.493H1-1b Company Designer Job Number Model Name : : : : Network Connex DK P-062959 IE04609A C&D Checked By : __________ 12/17/2025 10:02:27 AM RISA-3D Version 20 [ IE04609A_MOUNT MODEL C&D Loads.…Page 107 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[in]LCShear Check Loc[in]DirLCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 61 M135 HSS2X2X3 0.187 37.5 10 0.05 3.125 z 1324404.755 49266 2749.65 2749.65 1.34 H1-1b 62 M136 HSS2X2X3 0.134 37.5 8 0.047 15.625 z 1324404.755 49266 2749.65 2749.65 1.317H1-1b 63 M137 HSS2X2X3 0.137 37.5 9 0.044 37.5 y 9 24404.755 49266 2749.65 2749.65 1.564H1-1b 64 M138 HSS2X2X3 0.537 37.5 13 0.102 58.594 y 1224404.755 49266 2749.65 2749.65 1.556H1-1b 65 M139 HSS2X2X3 0.231 37.5 10 0.118 0 z 8 24404.755 49266 2749.65 2749.65 1.524H1-1b 66 M149 L2.5X2.5X3 0.385 37.5 13 0.017 37.5 y 13 8406.906 29192.4 872.574 1641.741 1.5 H2-1 67 M150 L2.5X2.5X3 0.099 0 2 0.011 16 z 2 27294.335 29192.4 872.574 1971.83 1.236 H2-1 68 M151 L2.5X2.5X3 0.114 0 13 0.02 0 z 1327294.335 29192.4 872.574 1971.83 1.5 H2-1 69 M152 L2.5X2.5X3 0.384 37.5 13 0.022 37.5 y 13 8406.906 29192.4 872.574 1641.741 1.5 H2-1 70 M156 L2.5X2.5X3 0.358 37.5 9 0.019 0 y 9 8406.906 29192.4 872.574 1630.447 1.462 H2-1 71 M157 L2.5X2.5X3 0.114 16 9 0.015 16 z 9 27294.335 29192.4 872.574 1971.83 1.5 H2-1 72 M158 L2.5X2.5X3 0.09 16 8 0.009 16 y 1027294.335 29192.4 872.574 1971.83 1.01 H2-1 73 M159 L2.5X2.5X3 0.399 37.5 9 0.016 0 y 9 8406.906 29192.4 872.574 1640.074 1.494 H2-1 74 M162 L3X2X3 0.097 1.5 2 0.094 0 y 1327424.524 29710.8 624.859 1821.45 1.248 H2-1 75 M165 L3X2X3 0.086 1.5 8 0.094 3 y 9 27424.524 29710.8 624.859 1830.419 1.284 H2-1 76 M168 L3X2X3 0.106 1.5 13 0.107 1.5 y 1327424.524 29710.8 624.859 1835.983 1.307 H2-1 77 M171 L3X2X3 0.098 1.5 9 0.105 1.5 y 9 27424.524 29710.8 624.859 1841.304 1.33 H2-1 78 M178 PIPE_2.0 0.222 36 11 0.061 36 1126521.424 32130 1871.625 1871.625 1 H1-1b Envelope AISI S100-16: LRFD Member Cold Formed Steel Code Checks MemberShape Code Check Loc[in]LCShear Check Loc[in]DirLCphi*Pn[lb]phi*Tn[lb]phi*Mnyy[lb-ft]phi*Mnzz[lb-ft]phi*Vny[lb]phi*Vnz[lb]Cb Eqn 1 M83 P1000 0.475 53.5 10 0.063 103.656 y 112606.30616364.848 417.316 636.324 1807.171 3614.341 1.871H1.2-1 2 M84 P1000 0.517 103.65612 0.068 103.656 y 112606.30616364.848 417.316 637.235 1807.171 3614.341 1.894H1.2-1 3 M90 P1000 0.351 103.65612 0.031 103.656 y 112606.30616364.848 417.316 640.236 1807.171 3614.341 2.223H1.2-1 4 M93 P1000 0.353 103.65612 0.032 103.656 y 112606.30616364.848 417.316 640.236 1807.171 3614.341 2.221H1.2-1 5 M176 P1000 0.453 50 10 0.066 96.875 y 112869.89816364.848 427.34 640.236 1807.171 3614.341 1.872H1.2-1 6 M177 P1000 0.502 96.87512 0.072 96.875 y 112869.89816364.848 427.34 640.236 1807.171 3614.341 1.896H1.2-1 7 M183 P1000 0.351 96.87512 0.033 96.875 y 112869.89816364.848 427.34 640.236 1807.171 3614.341 2.219H1.2-1 8 M186 P1000 0.355 96.87512 0.034 96.875 y 112869.89816364.848 427.34 640.236 1807.171 3614.341 2.218H1.2-1 655 N. Central Ave, Suite 1520, Glendale, CA 91203 | 818-840-0808 | www.networkconnex.com APPENDIX C ASCE 7 HAZARD TOOL ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-22 Latitude:34.125856 Risk Category:II Longitude:-118.053545 Soil Class:D - Stiff Soil Elevation:475.44726193675285 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 101 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 132 Vmph 1,000,000-year MRI 150 Vmph Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Dec 12 2025 Page 1 of 6https://ascehazardtool.org/Fri Dec 12 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2. Page 2 of 6https://ascehazardtool.org/Fri Dec 12 2025 PGA M : 0.87 SMS : 2.28 SM1 : 1.71 SDS : 1.52 SD1 : 1.14 TL : 8 SS : 2.26 S1 : 0.76 VS30 : 260 Seismic Design Category:E Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic D - Stiff SoilSite Soil Class: Results: Page 3 of 6https://ascehazardtool.org/Fri Dec 12 2025 Data Accessed: Fri Dec 12 2025 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. Page 4 of 6https://ascehazardtool.org/Fri Dec 12 2025 Ice Results: Data Source: Date Accessed: Ice Thickness: N/A Concurrent Temperature: N/A 3-s Gust Speed N/A Standard ASCE/SEI 7-22, Figs. 10-2 through 10-8 Fri Dec 12 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain for 250, 500, 1,000, and 1,400-year mean recurrence intervals along with concurrent 3-s gust speeds and concurrent air temperatures. The shading indicates special icing regions, with elevations above 2,100 ft (640 m) in the east, 6,000 ft (1829 m) in the west, and 1,600 ft (488 m) in Alaska, with sparse weather station data for determining design ice loads. In these regions, as well as in regions with complex terrain causing unusual icing conditions and regions where snow or in-cloud icing results in larger loads, the mapped values should be adjusted based on a combination of local historical records and experience, reanalysis data, and numerical weather prediction systems. Snow Results: Ground Snow Load, p : 4 lb/ftg 2 20-year MRI Value: 1.06 lb/ft^2 Winter Wind Parameter: 0.25 Mapped Elevation: 478.7 ft Data Source: ASCE/SEI 7-22, Figures 7.6-1 and 7.6-2 A-D Date Accessed: Fri Dec 12 2025 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other. Ground Snow Loads for IRC only, p :g(asd)2.8 lb/ft2 Page 5 of 6https://ascehazardtool.org/Fri Dec 12 2025 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 6 of 6https://ascehazardtool.org/Fri Dec 12 2025