Loading...
HomeMy WebLinkAbout200 E Live Oak Ave - 2023 - AT&T CELL SITE MODIFICATIONVICINITY MAP STRUCTURAL REVIEW GENERAL NOTES DRIVING DIRECTIONS FROM AT&T TUSTIN OFFICE: PROJECT INFORMATION REVDRAWING INDEX at t& Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION TITLE SHEETLA-LAC287-T01 LA-LAC287-A01 SITE PLAN LA-LAC287-A02 1 1 1 EQUIPMENT & ANTENNA LAYOUT PLAN LA-LAC287-A03 1ELEVATIONS 1LA-LAC287-A06 C-BAND, BBU RECONFIG PROJECT SITE NUMBER: LAC287/CLL04211 FA NUMBER: 10085798 PACE NUMBER: MRLOS080763 SITE NAME: ARCADIA LA-LAC287-A05 DETAILS 1 LA-LAC287-A04 ELEVATIONS LA-LAC287-A07 DETAILS 1 11ANTENNA CONFIGURATION LA-LAC287-A08 LTE SYSTEM DIAGRAM 1 PROJECT SITE APPLICABLE CODES AND STANDARDS 1 1 Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION LEGEND 1 SITE PLAN SECTOR 'A' LTE/UMTS AZIMUTH 100 ° SE C T O R ' C ' L T E / U M T S AZ I M U T H 3 4 0 ° SECT O R ' B ' LTE/U M T S AZIM U T H 2 4 0 ° SECTOR 'A' LTEAZIMUTH 100 ° S E C T O R ' C ' L T E A Z I M U T H 3 4 0 ° SECT O R ' B ' LTE AZIM U T H 2 4 0 ° Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION 2 LEGENDLEGEND ANTENNA LAYOUT PLAN - EXISTING 1 ANTENNA LAYOUT PLAN - PROPOSED EQUIPMENT LAYOUT PLAN (T.I @ GROUND LEVEL) Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION 12 LEGEND EXISTING NORTH ELEVATION PROPOSED NORTH ELEVATION Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION 12 LEGEND 1 PROPOSED SOUTH ELEVATIONEXISTING SOUTH ELEVATION Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION 246 3 ANTENNA & RRU MOUNTING DETAIL AIR 6488 ANTENNA MOUNTING DETAIL ERICSSON 5 2' AIR ANTENNA 17 NOT USED 6' 12-PORT PANEL ANTENNA NOT USED NOT USED NOT USED 8 RAYCAP DC6-48-60-18-8C DC POWER OVER VOLTAGE PROTECTOR (OVP) BOTTOM VIEW DETAIL TOP VIEW SIDE VIEW RAYCAP DC6-48-60-18-8C DC POWER OVER VOLTAGE PROTECTOR (OVP) MOUNTING DETAIL Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION 235 4 NOT USED NOT USED 1 NOT USED Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION LEGEND: QUANTITYPARTS LIST BILL OF MATERIALS Mobility at&t Mobility at&t 1452 EDINGER AVENUE, 3rd FLOOR TUSTIN, CA 92780 © ARCADIA SITE NO. LAC287/CLL04211 USID: 12126 DATE SIGNED: 09/18/23 BECHTEL INFRASTRUCTURE AND POWER CORPORATION DETAIL ® ™ 520 South Main Street . Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . www.GPDGroup.com GPD Group, Inc. AT&T Mobility Chad Burton 1452 Edinger Ave, 3rd Floor 520 South Main Street, Suite 2531 Tustin, CA 92780 Akron, OH 44311 (614) 859-1623 cburton@gpdgroup.com GPD# 2021723.03.12116.01 August 12, 2021 MOUNT ANALYSIS REPORT AT&T DESIGNATION: USID #: 12116 Site FA #: 10085798 Client #: LAC287 Site Name: ARCADIA ANALYSIS CRITERIA: Codes: TIA-222-H & 2019 CBC & 2020 LACBC 95 mph (3-second gust) w/ 0" ice SITE DATA: 206 East Live Oak Avenue, Arcadia, CA 91006, Los Angeles County Latitude 34° 6' 28.00" N, Longitude 118° 1' 23.99" W Market: LOS ANGELES (3) 10' T-Arms w/ Reinforcement To whom it may concern, GPD is pleased to submit this Mount Analysis Report to determine the structural integrity of the aforementioned mount. The purpose of the analysis is to determine the suitability of the mount with the proposed loading configuration detailed in the analysis report. Analysis Results Mount Stress Level with Proposed Equipment: 81.9% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and AT&T Mobility. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, John N. Kabak, S.E. California #: S 6057 8/12/2021 (3) 10' T-Arms w/ Reinforcement - Structural Evaluation Site USID #: 12116 8/12/2021 Page 2 of 4 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing mounts are capable of carrying the proposed loading configuration as specified by AT&T Mobility and commissioned by Bechtel. This analysis has been performed in accordance with the 2019 CBC & 2020 LACBC based upon a 3-second gust wind speed of 95 mph. Applicable Standard references and design criteria are listed in Appendices A & B. The mount was verified to be capable of withstanding a 500 lb live load concurrent with 30-mph wind speeds. MOUNT SUMMARY AND RESULTS Member Capacity Results Mount 81.9% Pass Mount to Tower Connection 43.2% Pass RECOMMENDATIONS The mount has sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. ANALYSIS METHOD RISA-3D (Version 17.0.4), a commercially available analysis software package, and hand calculations were used to create a three-dimensional model of the mount and calculate member stresses for the proposed loading configuration. Selected calculations from this analysis are included in Appendices B & C. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information. DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet AT&T RFDS Name: CLL04211 v2.00, updated 7/22/2021 Bechtel Mount Design Not Provided N/A Mount Mapping Not Provided N/A Previous Mount Analysis PJF Project #: 37518-0528.001.7190, dated 2/5/2018 AT&T Mount Modification Drawings Not Provided N/A Tower Design Not Provided N/A Previous Tower Analysis Not Provided N/A (3) 10' T-Arms w/ Reinforcement - Structural Evaluation Site USID #: 12116 8/12/2021 Page 3 of 4 ASSUMPTIONS This mount structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the mount. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The mount member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed based on experience with similar mounts. 2. The antenna configuration is as supplied and/or as modeled in the analysis. When information was not provided, the configuration was modeled based upon past experience with similar loading. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. The mount has been properly maintained in accordance with TIA Standards and/or with manufacturer’s specifications. 5. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the mount. (3) 10' T-Arms w/ Reinforcement - Structural Evaluation Site USID #: 12116 8/12/2021 Page 4 of 4 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the mount to verify the member sizes and antenna/coax loading. If the existing conditions are not as represented on the mount elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the mount. This report does not replace a full mount inspection. The mount is assumed to have been properly fabricated, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Mount Analysis are limited to a computer analysis of the mount structure and theoretical capacity of its main structural members. All mount components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing mount standards and code. Wind forces resulting in tower vibrations near the structure’s resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time- domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing mount. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner’s responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed mount. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this mount. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. (3) 10' T-Arms w/ Reinforcement - Structural Evaluation Site USID #: 12116 8/12/2021 APPENDIX A Mount Analysis Summary Form Mount Analysis Summary Form General Info Site Name Site Number FA Number Date of Analysis Company Performing Analysis Structure Info Date Design Parameters Analysis Results (% Maximum Usage) Structure Type (G, SST, MP)Final Loading Condition Structure Height (top of steel AGL)Mount (%) 81.9% Mount Manufacturer Location of Structure (County, State)Mount to Tower Connection (%) 43.2% Mount Model Wind Speed (mph) Mount Design Ice Thickness (in) Mount Mapping Risk Category (I, II, III) Previous Mount Analysis 2/15/2018 Exposure Category (B, C, D) Tower Mapping Topographic Category (1 to 5) Final Loading Configuration Antenna Owner Mount Height (ft)Antenna CL (ft) Quantity Type Manufacturer Model Azimuth Quantity Manufacturer AT&T Mobility 58 59 3 Panel Kathrein 800 10965K 100/220/340 3 Unknown AT&T Mobility 58 60.67 3 Panel Ericsson AIR 6449 N77D 100/220/340 on the same mounts AT&T Mobility 58 59 3 Panel CCI TPA-65R-BU6DA-K 100/220/340 on the same mounts AT&T Mobility 58 59 3 Panel CCI HPA-65R-BUU-H6 100/220/340 on the same mounts AT&T Mobility 58 59 3 RRU Ericsson RRUS 4449 B5/B12 on the same mounts AT&T Mobility 58 59 3 RRU Ericsson RRUS 4415 B25 on the same mounts AT&T Mobility 58 59 3 RRU Ericsson RRUS 4478 B14 on the same mounts AT&T Mobility 58 59 3 RRU Ericsson RRUS-32 B66A on the same mounts AT&T Mobility 58 59 3 RRU Ericsson RRUS-32 B30 on the same mounts AT&T Mobility 58 58 4 OVP Raycap DC6-48-60-18-8C-EV Tower Mounted ARCADIA The information contained in this summary report is not to be used independently from the PE stamped mount analysis.12116 10085798 8/12/2021 MP Design Code Used60' TIA-222-H, 2019 CBC & 2020 LACBC GPD Description n/a Los Angeles, CA n/a 95 (3-second gust) n/a 0.00 n/a II PJF Project #: 37518-0528.001.7190 C Type 10' T-Arms w/ Reinforcement n/a 1 Antenna Mount (3) 10' T-Arms w/ Reinforcement - Structural Evaluation Site USID #: 12116 8/12/2021 APPENDIX B Wind Calculations and RISA-3D Output File GPD MR 2021723.03.12116.01 LAC287 ARCADIA SK - 1 Aug 12, 2021 at 2:46 PM 12116.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N43 N44 N45 N46 N47 N48 N49 N50 N51 N52 N53 N54 N55 N56 N57 N58 N59 N60 N61 N62 N63 N64 N65 N66 N67 N68 N69 N70 N71 N72 N73 N74 N75 N76 N77 N78 N79 N80 N81 N82 N83 N84 N85 N86 N87 Y XZ Envelope Only Solution GPD MR 2021723.03.12116.01 LAC287 ARCADIA SK - 2 Aug 12, 2021 at 2:46 PM 12116.r3d HSS4X4X3 PI P E _ 4 . 0 ( T I A ) PI P E _3 .0 (TI A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PIP E _ 2 . 0 ( T I A ) L L 2 .5 x 2.5 x 3 x 6 PIP E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) PI P E _ 2 . 0 ( T I A ) 1.25x1.25x14GA Unistrut 1.25x1.25x14GA Unistrut 1.25x1.25x14GA Unistrut 1.25x1.25x14GA Unistrut 1.25x1.25x14GA Unistrut 1.25x1.25x14GA Unistrut Y XZ Envelope Only Solution GPD MR 2021723.03.12116.01 LAC287 ARCADIA SK - 3 Aug 12, 2021 at 2:47 PM 12116.r3d Y XZ Envelope Only Solution GPD MR 2021723.03.12116.01 LAC287 ARCADIA SK - 4 Aug 12, 2021 at 2:47 PM 12116.r3d -.926lb/ft .535lb/ft -.466lb/ft .269lb/ft -.621lb/ft .358lb/ft -.1lb/ft .06lb/ft -.1lb/ft .06lb/ft -.36lb/ft .21lb/ft -.1lb/ft .06lb/ft -.36lb/ft .21lb/ft -.1lb/ft .06lb/ft -.37lb/ft .21lb/ft -.37lb/ft .21lb/ft -.37lb/ft .21lb/ft -.37lb/ft .21lb/ft -.09lb/ft .05lb/ft -.35lb/ft .2lb/ft -.682lb/ft .394lb/ft -.08lb/ft .04lb/ft -.08lb/ft .04lb/ft -.34lb/ft .2lb/ft -.34lb/ft .2lb/ft -750lb -41.4lb -41.4lb .027k-ft .027k-ft -9.7lb 5.6lb -9.7lb 5.6lb .004k-ft .004k-ft -30.6lb -30.6lb .022k-ft .022k-ft -7.85lb 4.53lb -7.85lb 4.53lb .003k-ft .003k-ft -65.16lb -65.16lb .04k-ft .04k-ft -11.03lb 6.37lb -9.93lb 5.73lb .004k-ft .004k-ft -62.4lb -62.4lb .042k-ft .042k-ft -4.45lb 2.57lb -4.2lb 2.42lb .002k-ft .002k-ft -142.8lb-.036k-ft -1.61lb .92lb.0001k-ft -63.6lb-.041k-ft -2.42lb 1.4lb.002k-ft -134.88lb-.009k-ft -1.91lb 1.1lb-.00066k-ft Y XZ Loads: LC 37, 1.2D + 1.5Lm (MP2) + 1.0Wm (330 deg) Envelope Only Solution GPD MR 2021723.03.12116.01 LAC287 ARCADIA SK - 5 Aug 12, 2021 at 2:47 PM 12116.r3d .23.23 .1 4 .1 1 .0 2 .22 .1 1 .22 .1 1 .8 2 .1 1 .1 1 .1 4 .1 1 .26.26 .1 9 .8 2 .1 3 .52 .1 1 .0 2 .29 .1 3 .29 .1 4 .1 3 .1 3 .1 9 .52 .8 2 .1 3 .04 .0 0 .04 .0 0 .1 5 .8 2 .1 4 .1 3 .0 0 .04 .1 4 .8 2 .04 .1 9 .1 4 .0 4 .1 4 .2 2 .1 5 .1 4 .0 4 .2 2 .8 2 .1 4 .1 6 .0 4 .1 6 .1 5 .1 6 .8 2 .2 2 .1 6 .1 6 .2 2 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution GPD MR 2021723.03.12116.01 LAC287 ARCADIA SK - 6 Aug 12, 2021 at 2:47 PM 12116.r3d .04.04 .0 4 .0 6 .0 2 .04 .0 6 .04 .0 6 .1 9 .0 6 .0 2 .0 4 .0 6 .07.07 .0 3 .1 9 .0 6 .47 .0 6 .0 1 .08 .0 6 .08 .0 4 .0 6 .0 6 .0 3 .47 .1 9 .0 6 .02 .0 0 .02 .0 0 .0 3 .1 9 .0 5 .0 6 .0 0 .01 .0 5 .1 9 .01 .0 3 .0 5 .0 2 .0 5 .0 4 .0 3 .0 5 .0 2 .0 4 .1 9 .0 5 .0 6 .0 2 .0 6 .0 3 .0 6 .1 9 .0 4 .0 6 .0 6 .0 4 Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1... Density[k/f... Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] Yield[ksi] Fu[ksi] 1 A653 SS Gr33 29500 11346 .3 .65 .49 33 45 2 A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Face Horizontal PIPE_3.0(TIA)None None A53 Gr.B Typical 2.228 3.017 3.017 6.034 2 Standoff Horizontal HSS4X4X3 None None A500 Gr...Typical 2.58 6.21 6.21 10 3 Standoff Vertical PIPE_4.0(TIA)None None A53 Gr.B Typical 3.174 7.233 7.233 14.465 4 Mount Pipe PIPE_2.0(TIA)None None A53 Gr.B Typical 1.075 .666 .666 1.331 5 Kicker LL2.5x2.5x3x6 None None A36 Gr.36 Typical 1.8 3.09 1.07 .023 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Unistrut 1.25x1.25...None None A653 SS ...Typical .321 .067 .076 .00066 Joint Coordinates and Temperatures Label X [in] Y [in] Z [in] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 50.25 0 0 0 3 N3 50.25 3.75 0 0 4 N4 50.25 -3.75 0 0 5 N5 54.25 0 -4.5 0 6 N6 54.25 0 60 0 7 N7 54.25 0 -60 0 8 N8 54.25 0 57 0 9 N9 54.25 0 19 0 10 N10 54.25 0 -19 0 11 N11 54.25 0 -57 0 12 N12 57.1875 0 57 0 13 N13 57.1875 0 19 0 14 N14 57.1875 0 -19 0 15 N15 57.1875 0 -57 0 16 N16 57.1875 24 57 0 17 N17 57.1875 24 19 0 18 N18 57.1875 24 -19 0 19 N19 57.1875 24 -57 0 20 N20 57.1875 -24 57 0 21 N21 57.1875 -24 19 0 22 N22 57.1875 -24 -19 0 23 N23 57.1875 -24 -57 0 RISA-3D Version 17.0.2 Page 1 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Joint Coordinates and Temperatures (Continued) Label X [in] Y [in] Z [in] Temp [F] Detach From Diap... 24 N24 54.25 0 4.5 0 25 N25 48 0 0 0 26 N26 60.1875 42 -19 0 27 N27 60.1875 -42 -19 0 28 N28 60.1875 42 -57 0 29 N29 60.1875 -42 -57 0 30 N30 60.1875 42 57 0 31 N31 60.1875 -42 57 0 32 N32 60.1875 42 19 0 33 N33 60.1875 -42 19 0 34 N34 57.1875 12 19 0 35 N35 60.1875 12 -19 0 36 N36 57.1875 12 -57 0 37 N37 57.1875 12 57 0 38 N38 57.1875 12 -19 0 39 N39 60.1875 12 -57 0 40 N40 60.1875 12 57 0 41 N41 60.1875 12 19 0 42 N42 57.1875 -12 -19 0 43 N43 60.1875 -15 57 0 44 N44 57.1875 -12 -57 0 45 N45 57.1875 -15 57 0 46 N46 57.1875 -12 19 0 47 N47 60.1875 -12 -19 0 48 N48 60.1875 -12 -57 0 49 N49 60.1875 -12 19 0 50 N50 57.1875 -12 57 0 51 N51 51.1875 -6 57 0 52 N52 51.1875 -42 57 0 53 N53 60.1875 -36 57 0 54 N54 51.1875 -36 57 0 55 N55 51.1875 -12 57 0 56 N56 57.1875 -3 -19 0 57 N57 57.1875 -18 19 0 58 N58 57.1875 -3 -57 0 59 N59 57.1875 -3 19 0 60 N60 57.1875 -18 -19 0 61 N61 57.1875 -18 -57 0 62 N62 48.1875 -18 -19 0 63 N63 48.1875 -3 -19 0 64 N64 48.1875 -18 19 0 65 N65 48.1875 -3 -57 0 66 N66 48.1875 -3 19 0 67 N67 48.1875 -18 -57 0 68 N68 0 -36 0 0 69 N69 36 0 0 0 70 N70 57.1875 -18 -21 0 71 N71 57.1875 -3 -21 0 72 N72 57.1875 -18 17 0 73 N73 45.1875 -18 -21 0 74 N74 45.1875 -3 -21 0 75 N75 57.1875 -3 -59 0 76 N76 57.1875 -3 17 0 77 N77 57.1875 -18 -59 0 78 N78 45.1875 -18 17 0 79 N79 45.1875 -3 -59 0 80 N80 45.1875 -3 17 0 RISA-3D Version 17.0.2 Page 2 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Joint Coordinates and Temperatures (Continued) Label X [in] Y [in] Z [in] Temp [F] Detach From Diap... 81 N81 45.1875 -18 -59 0 82 N82 48.1875 -18 -21 0 83 N83 48.1875 -3 -21 0 84 N84 48.1875 -18 17 0 85 N85 48.1875 -3 -59 0 86 N86 48.1875 -3 17 0 87 N87 48.1875 -18 -59 0 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul... 1 SA-H1 N1 N25 Standoff Horizontal None None A500 Gr.B Rect Typical 2 SA-V1 N3 N4 Standoff Vertical None None A53 Gr.B Typical 3 FM-H1 N6 N7 Face Horizontal None None A53 Gr.B Typical 4 MP2 N16 N20 Mount Pipe None None A53 Gr.B Typical 5 MP5 N17 N21 Mount Pipe None None A53 Gr.B Typical 6 MP8 N18 N22 Mount Pipe None None A53 Gr.B Typical 7 MP11 N19 N23 Mount Pipe None None A53 Gr.B Typical 8 R1 N2 N5 RIGID None None RIGID Typical 9 R2 N8 N12 RIGID None None RIGID Typical 10 R3 N9 N13 RIGID None None RIGID Typical 11 R4 N10 N14 RIGID None None RIGID Typical 12 R5 N11 N15 RIGID None None RIGID Typical 13 R6 N2 N24 RIGID None None RIGID Typical 14 R7 N2 N25 RIGID None None RIGID Typical 15 MP7 N26 N27 Mount Pipe None None A53 Gr.B Typical 16 MP10 N28 N29 Mount Pipe None None A53 Gr.B Typical 17 MP1 N30 N31 Mount Pipe None None A53 Gr.B Typical 18 MP4 N32 N33 Mount Pipe None None A53 Gr.B Typical 19 MP3 N51 N52 Mount Pipe None None A53 Gr.B Typical 20 M20 N43 N45 RIGID None None RIGID Typical 21 M22 N53 N54 RIGID None None RIGID Typical 22 M23 N40 N37 RIGID None None RIGID Typical 23 M24 N41 N34 RIGID None None RIGID Typical 24 M25 N46 N49 RIGID None None RIGID Typical 25 M26 N35 N38 RIGID None None RIGID Typical 26 M27 N47 N42 RIGID None None RIGID Typical 27 M28 N39 N36 RIGID None None RIGID Typical 28 M29 N48 N44 RIGID None None RIGID Typical 29 M30 N50 N55 RIGID None None RIGID Typical 30 K1 N69 N68 Kicker None None A36 Gr.36 Typical 31 MP12 N65 N67 Mount Pipe None None A53 Gr.B Typical 32 MP9 N63 N62 Mount Pipe None None A53 Gr.B Typical 33 MP6 N66 N64 Mount Pipe None None A53 Gr.B Typical 34 M35 N76 N80 Unistrut None None A653 SS Gr33 Typical 35 M36 N72 N78 Unistrut None None A653 SS Gr33 Typical 36 M37 N71 N74 Unistrut None None A653 SS Gr33 Typical 37 M38 N70 N73 Unistrut None None A653 SS Gr33 Typical 38 M39 N75 N79 Unistrut None None A653 SS Gr33 Typical 39 M40 N77 N81 Unistrut None None A653 SS Gr33 Typical 40 M41 N86 N66 RIGID None None RIGID Typical 41 M42 N84 N64 RIGID None None RIGID Typical 42 M43 N59 N76 RIGID None None RIGID Typical 43 M44 N57 N72 RIGID None None RIGID Typical 44 M45 N63 N83 RIGID None None RIGID Typical 45 M46 N62 N82 RIGID None None RIGID Typical RISA-3D Version 17.0.2 Page 3 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul... 46 M47 N56 N71 RIGID None None RIGID Typical 47 M48 N60 N70 RIGID None None RIGID Typical 48 M49 N65 N85 RIGID None None RIGID Typical 49 M50 N67 N87 RIGID None None RIGID Typical 50 M51 N58 N75 RIGID None None RIGID Typical 51 M52 N61 N77 RIGID None None RIGID Typical Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead Load None -1 26 2 Wind Load (0 deg)None 18 12 3 Wind Load (30 deg)None 39 40 4 Wind Load (60 deg)None 39 42 5 Wind Load (90 deg)None 19 26 6 Wind Load (120 deg)None 39 42 7 Wind Load (150 deg)None 39 40 8 Wind Load (180 deg)None 18 15 9 Wind Load (210 deg)None 39 40 10 Wind Load (240 deg)None 39 42 11 Wind Load (270 deg)None 19 26 12 Wind Load (300 deg)None 39 42 13 Wind Load (330 deg)None 39 40 14 Vert. Seismic Load None -.247 26 15 Horz. Seismic Load (0...None -.617 18 16 Horz. Seismic Load (3...None -.534 -.308 39 17 Horz. Seismic Load (6...None -.308 -.534 39 18 Horz. Seismic Load (9...None -.617 21 19 Horz. Seismic Load (1...None .308 -.534 39 20 Horz. Seismic Load (1...None .534 -.308 39 21 Horz. Seismic Load (1...None .617 18 22 Horz. Seismic Load (2...None .534 .308 39 23 Horz. Seismic Load (2...None .308 .534 39 24 Horz. Seismic Load (2...None .617 21 25 Horz. Seismic Load (3...None -.308 .534 39 26 Horz. Seismic Load (3...None -.534 .308 39 27 Const. Wind Load (0 ...None 18 12 28 Const. Wind Load (30...None 39 40 29 Const. Wind Load (60...None 39 42 30 Const. Wind Load (90...None 19 26 31 Const. Wind Load (12...None 39 42 32 Const. Wind Load (15...None 39 40 33 Const. Wind Load (18...None 18 15 34 Const. Wind Load (21...None 39 40 35 Const. Wind Load (24...None 39 42 36 Const. Wind Load (27...None 19 26 37 Const. Wind Load (30...None 39 42 38 Const. Wind Load (33...None 39 40 39 Const. Live Load (MP2)None 1 40 Const. Live Load (MP5)None 1 41 Const. Live Load (MP8)None 1 42 Const. Live Load (MP...None 1 43 Man Live Load (SA-H...None 1 44 Man Live Load (SA-H...None 1 45 Man Live Load (SA-H...None 1 46 Man Live Load (FM-H...None 1 RISA-3D Version 17.0.2 Page 4 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 47 Man Live Load (FM-H...None 1 48 Man Live Load (FM-H...None 1 Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.4D Yes Y 1 1.4 2 1.2D + 1.0W (0 deg)Yes Y 1 1.2 2 1 3 1.2D + 1.0W (30 deg)Yes Y 1 1.2 3 1 4 1.2D + 1.0W (60 deg)Yes Y 1 1.2 4 1 5 1.2D + 1.0W (90 deg)Yes Y 1 1.2 5 1 6 1.2D + 1.0W (120 deg)Yes Y 1 1.2 6 1 7 1.2D + 1.0W (150 deg)Yes Y 1 1.2 7 1 8 1.2D + 1.0W (180 deg)Yes Y 1 1.2 8 1 9 1.2D + 1.0W (210 deg)Yes Y 1 1.2 9 1 10 1.2D + 1.0W (240 deg)Yes Y 1 1.2 10 1 11 1.2D + 1.0W (270 deg)Yes Y 1 1.2 11 1 12 1.2D + 1.0W (300 deg)Yes Y 1 1.2 12 1 13 1.2D + 1.0W (330 deg)Yes Y 1 1.2 13 1 14 1.2D + 1.0Ev + 1.0Eh (0 de...Yes Y 1 1.2 14 1 15 1 15 1.2D + 1.0Ev + 1.0Eh (30 d...Yes Y 1 1.2 14 1 16 1 16 1.2D + 1.0Ev + 1.0Eh (60 d...Yes Y 1 1.2 14 1 17 1 17 1.2D + 1.0Ev + 1.0Eh (90 d...Yes Y 1 1.2 14 1 18 1 18 1.2D + 1.0Ev + 1.0Eh (120 ...Yes Y 1 1.2 14 1 19 1 19 1.2D + 1.0Ev + 1.0Eh (150 ...Yes Y 1 1.2 14 1 20 1 20 1.2D + 1.0Ev + 1.0Eh (180 ...Yes Y 1 1.2 14 1 21 1 21 1.2D + 1.0Ev + 1.0Eh (210 ...Yes Y 1 1.2 14 1 22 1 22 1.2D + 1.0Ev + 1.0Eh (240 ...Yes Y 1 1.2 14 1 23 1 23 1.2D + 1.0Ev + 1.0Eh (270 ...Yes Y 1 1.2 14 1 24 1 24 1.2D + 1.0Ev + 1.0Eh (300 ...Yes Y 1 1.2 14 1 25 1 25 1.2D + 1.0Ev + 1.0Eh (330 ...Yes Y 1 1.2 14 1 26 1 26 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 27 1 27 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 28 1 28 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 29 1 29 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 30 1 30 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 31 1 31 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 32 1 32 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 33 1 33 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 34 1 34 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 35 1 35 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 36 1 36 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 37 1 37 1.2D + 1.5Lm (MP2) + 1.0...Yes Y 1 1.2 39 1.5 38 1 38 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 27 1 39 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 28 1 40 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 29 1 41 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 30 1 42 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 31 1 43 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 32 1 44 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 33 1 45 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 34 1 46 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 35 1 47 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 36 1 48 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 37 1 49 1.2D + 1.5Lm (MP5) + 1.0...Yes Y 1 1.2 40 1.5 38 1 50 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 27 1 RISA-3D Version 17.0.2 Page 5 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Load Combinations (Continued) Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 51 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 28 1 52 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 29 1 53 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 30 1 54 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 31 1 55 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 32 1 56 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 33 1 57 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 34 1 58 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 35 1 59 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 36 1 60 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 37 1 61 1.2D + 1.5Lm (MP8) + 1.0...Yes Y 1 1.2 41 1.5 38 1 62 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 27 1 63 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 28 1 64 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 29 1 65 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 30 1 66 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 31 1 67 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 32 1 68 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 33 1 69 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 34 1 70 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 35 1 71 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 36 1 72 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 37 1 73 1.2D + 1.5Lm (MP11) + 1.0...Yes Y 1 1.2 42 1.5 38 1 74 1.2D + 1.5Lv (SA-H1 100%)Yes Y 1 1.2 43 1.5 75 1.2D + 1.5Lv (SA-H1 50%)Yes Y 1 1.2 44 1.5 76 1.2D + 1.5Lv (SA-H1 0%)Yes Y 1 1.2 45 1.5 77 1.2D + 1.5Lv (FM-H1 100%)Yes Y 1 1.2 46 1.5 78 1.2D + 1.5Lv (FM-H1 50%)Yes Y 1 1.2 47 1.5 79 1.2D + 1.5Lv (FM-H1 0%)Yes Y 1 1.2 48 1.5 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad]Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N68 Reaction Reaction Reaction Reaction Reaction Reaction Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N1 max -444.798 2 -446.936 2 937.45 5 2.929 63 4.576 11 -.356 2 2 min -3628.523 8 -1557.419 44 -937.576 11 -4.259 37 -4.566 5 -1.293 44 3 N68 max 3438.065 32 3454.12 32 6.675 5 .002 71 .002 71 0 79 4 min 1596.092 2 1593.526 2 -6.648 11 -.004 29 -.004 29 0 1 5 Totals:max 1151.294 2 1896.755 33 944.124 5 6 min -1151.269 8 1146.576 3 -944.224 11 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code ...Loc[in] LC Shear ...Loc[in]Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn 1 FM-H1 PIPE_3.0(TIA).819 54.545 37 .192 54.545 8 40728.9...70196.8...6.124 6.124 2....H1-1b 2 SA-H1 HSS4X4X3 .522 35.879 34 .465 36.364 y 37 100151....106812 12.662 12.662 1....H3-6 3 MP1 PIPE_2.0(TIA).223 29.697 8 .038 0 9 18896.6...33847.7...1.997 1.997 2....H1-1b 4 MP7 PIPE_2.0(TIA).187 29.697 8 .035 54.303 10 18896.6...33847.7...1.997 1.997 2....H1-1b 5 MP2 PIPE_2.0(TIA).157 23.758 8 .061 23.758 9 27981.4...33847.7...1.997 1.997 1....H1-1b 6 MP4 PIPE_2.0(TIA).152 29.697 8 .032 29.697 9 18896.6...33847.7...1.997 1.997 2....H1-1b RISA-3D Version 17.0.2 Page 6 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] Company : GPD Aug 12, 2021 2:48 PMDesigner : MR Job Number : 2021723.03.12116.01 Checked By:_____ Model Name : LAC287 ARCADIA Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code ...Loc[in] LC Shear ...Loc[in]Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn 7 MP10 PIPE_2.0(TIA).145 29.697 8 .037 29.697 5 18896.6...33847.7...1.997 1.997 2....H1-1b 8 MP5 PIPE_2.0(TIA).142 23.758 8 .046 23.758 9 27981.4...33847.7...1.997 1.997 1....H1-1b 9 MP8 PIPE_2.0(TIA).131 23.758 8 .056 23.758 9 27981.4...33847.7...1.997 1.997 1....H1-1b 10 K1 LL2.5x2.5x3x6 .112 50.912 32 .022 50.912 y 29 43331.3...58320 4.643 2.55 1 H1-1b* 11 MP11 PIPE_2.0(TIA).109 23.758 10 .058 23.758 12 27981.4...33847.7...1.997 1.997 1....H1-1b 12 MP3 PIPE_2.0(TIA).037 6.182 16 .017 6.182 14 30411.2...33847.7...1.997 1.997 1....H1-1b 13 MP9 PIPE_2.0(TIA).021 0 24 .013 15 19 33224.4...33847.7...1.997 1.997 2....H1-1b 14 MP12 PIPE_2.0(TIA).020 7.424 11 .021 0 14 33224.4...33847.7...1.997 1.997 2....H1-1b 15 MP6 PIPE_2.0(TIA).004 15 8 .001 15 7 33224.4...33847.7...1.997 1.997 2....H1-1b 16 SA-V1 PIPE_4.0(TIA).000 3.712 22 .000 3.712 22 99856.2...99982.5...11.318 11.318 1....H1-1b Envelope AISI S100-16: LRFD Cold Formed Steel Code Checks Member Shape Code Check Loc[in] LC Shea...Loc[i...DirLC phi*Pn...phi*Tn[...phi*Mn...phi*Mn...phi*... phi*... Cb Eqn 1 M37 1.25x1.....289 0 23 .079 0 y 24 8080.1...9540.3....247 .3 124...248...1.693 H1.1-1 2 M38 1.25x1.....262 0 17 .070 0 y 18 8080.1...9540.3....247 .3 124...248...1.591 H1.2-1 3 M40 1.25x1.....226 0 4 .040 0 y 18 8080.1...9540.3....247 .3 124...248...1.598 H1.2-1 4 M39 1.25x1.....223 0 10 .039 0 y 24 8080.1...9540.3....236 .3 124...248...1.63 H1.1-2 5 M35 1.25x1.....042 0 8 .012 8.97 y 8 8080.1...9540.3....247 .3 124...248...1.916 H1.1-1 6 M36 1.25x1.....037 0 8 .018 0 y 8 8080.1...9540.3....247 .3 124...248...2.051 H2-1 RISA-3D Version 17.0.2 Page 7 [T:\...\...\...\5_Structural\01_Mount\00_Rev 0\03_Modeling\12116.r3d] (3) 10' T-Arms w/ Reinforcement - Structural Evaluation Site USID #: 12116 8/12/2021 APPENDIX C Additional Calculations TIA-222-H CONNECTION CHECK Mount to Tower Connection - Typ. All Sectors 2021723.03.12116.01 Bolt Diameter (d) 0.625 in Height (h) 8 in Net Tensile Area (An) 0.226 in2 Width (w) 8 in # of Bolts Total (n)4 Thickness (t)0.625 in Bolt Distance Up-Down 6 in Steel Grade A36 Bolt Distance Left-Right 6 in Plate Yield Strength (Fy)36 ksi Bolt Grade A325N Support Arm Height 4 in Bolt Tensile Strength (Fub)120 ksi Support Arm Width 4 in Moment (M)1.29 k-ft Moment (M)4.46 k-ft Axial (T)3.54 kips Axial (T)2.63 kips Shear (V)1.56 kips Shear (V)1.33 kips Nominal Tensile Strength (Rnt) 27.120 kips Nominal Tensile Strength (Rnt) 27.120 kips Nominal Shear Strength (Rnv) 18.41 kips Nominal Shear Strength (Rnv) 18.41 kips Bolt Tensile Force (Tub) 2.18 kips Bolt Tensile Force (Tub) 5.11 kips Bolt Shear Force (Vub) 0.389 kips Bolt Shear Force (Vub) 0.333 kips Tub/φRnt 0.10714 Tub/φRnt 0.25141 Vub/φRnv 0.02820 Vub/φRnv 0.02411 (Vub/φRnv)2+(Tub/φRnt)2 0.01227 (Vub/φRnv)2+(Tub/φRnt)2 0.06379 Bolt Capacity = 10.7%OK Bolt Capacity = 25.1%OK Bolt Circle (DBC) 8.485 in Bolt Circle (DBC) 8.485 in Effective Width (Beff) 7.48 in Effective Width (Beff) 7.48 in Flexural Moment (Mu) 4.36 k-in Flexural Moment (Mu) 10.23 k-in Flexural Strength (ØMn) 23.68 k-in Flexural Strength (ØMn) 23.68 k-in Plate Capacity=18.4%OK Plate Capacity=43.2%OK Bolt Information Flange Information Plate Capacity (Left-Right)Plate Capacity (Up-Down) Bolt Capacity (Left-Right)Bolt Capacity (Up-Down) RISA 3D Reactions (Up-Down)RISA 3D Reactions (Left -Right)