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Home My WebLink About285 W Huntington Dr - 2025 - TEMPORARY BARNS,STALLS,CONSUMER FACING TENTING,SCAFFOLDING RISERS,SCAFFOLDING LED SUPPORT STRUCTURES SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Ken Simmons Los Angeles Turf Club, Inc. 301 Silks Run Suite 2470 Hallandale Beach, FL 33009 Subject: Santa Anita Park – SAP Show Jumping References: 1) Electronic Mail between 1/ST and Silverscreen Engineers; Silverscreen Engineers (“SSE”) has been asked by Los Angeles Turf Club to perform a structural analysis of several temporary outdoor box truss structures located in Los Angeles, CA. Please allow this report to serve as a summary of our analysis and subsequent findings. System Description: The structures in question are constructed out of 20.5” aluminum box truss or standard Ringlock scaffolding components and stabilized with ballast blocks to prevent overturing or sliding. The following figures show the structures in question. Figure 1: Light Tower Obtain a structural observation report by a licensed engineer prior to scheduling final inspection. Planning Correction: Temporary Use Permit is to be approved and appeal period ended before Planning can approve this plan check. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 2: Truss Arches Figure 3: LED Frame / Camera Structure SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 4: Scaff Structure SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Design Loads and Combinations: The dead loads acting on the temporary structures include the self-weight of their construction components including ballast and cladding. The wind loads acting on the temporary structure were determined in accordance with the ASCE 7-16. A 40-mph wind speed was used per the ANSI E1.121 Standard. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com The structures will be evaluated using the following ASCE 7-16 ASD load combinations: • Dead Load • Dead Load ± Live Load • Dead Load ± Skip Live Load • Dead Load ± Wind Load • Dead Load ± 0.75 Live Load ± 0.75 Wind Load • Dead Load ± 0.75 Skip Live Load ± 0.75 Wind Load • Dead Load ± Earthquake Load • 0.6 Dead Load ± Live Load • 0.6 Dead Load ± Skip Live Load • 0.6 Dead Load ± Wind Load • 0.6 Dead Load ± 0.75 Live Load ± 0.75 Wind Load • 0.6 Dead Load ± 0.75 Skip Live Load ± 0.75 Wind Load • 0.6 Dead Load ± Earthquake Load Due to the temporary nature of the structure, a 0.2G lateral load has been used to account for lateral effects. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Light Tower Evaluation: To assess the structural adequacy of the temporary truss structure, an analysis model was created using RISA 3D, a commercially available structural analysis application, using the structural drawings from the referenced email (see enclosed drawings). The dead loads and environmental loads were applied to the analysis model which was evaluated using the code load combinations. The model’s input and output from the RISA 3D analysis model are shown in the following figures. Figure 5: RISA Basic Load Cases & Load Combinations SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 6: RISA Analysis – Isometric View Figure 7: RISA Analysis– LC: D SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 8: RISA Analysis – LC: D+Wind Figure 9: RISA Analysis – LC: D+0.2Ex SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com The 20.5” box truss is modeled into RISA as a prismatic section and verified by hand for allowable strength. SSE has previously determined that 20.5” aluminum box truss allowable strength is goverend by the allowable bending moment of 120 k-in based on manufacturer load tables. The spreadsheet below checks the box truss members against this limitation using member section forces from the RISA analysis. Therefore, the 20.5” box truss members are adequate. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Sliding Calculation: Sliding was checked by verifying the following equation using the RISA-3D envelope reactions shown in Figure 10: Ffriction = Rz x μ = 4,844 lbs x 0.50 = 2422 lbs Fsliding = 967 lbs FS = Ffriction / Fsliding = 2.5 ≥ 1.5, OK Figure 10: RISA-3D Envelope Reactions Overturning Calculation: The truss structure was modeled using compression-only vertical supports with ASD overturning load combinations. The analysis converged; therefore, the structure is stable for overturning. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Truss Arch Evaluation: To assess the structural adequacy of the temporary truss structure, an analysis model was created using RISA 3D, a commercially available structural analysis application, using the structural drawings from the referenced email (see enclosed drawings). The dead loads and environmental loads were applied to the analysis model which was evaluated using the code load combinations. The model’s input and output from the RISA 3D analysis model are shown in the following figures. Figure 11: RISA Basic Load Cases & Load Combinations SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 12: RISA Analysis – Isometric View Figure 13: RISA Analysis– LC: D SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 14: RISA Analysis – LC: D+Wx Figure 15: RISA Analysis – LC: D+Wy SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com The 20.5” box truss is modeled into RISA as a prismatic section and verified by hand for allowable strength. SSE has previously determined that 20.5” aluminum box truss allowable strength is goverend by the allowable bending moment of 120 k-in based on manufacturer load tables. The spreadsheet below checks the box truss members against this limitation using member section forces from the RISA analysis. Therefore, the 20.5” box truss members are adequate. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Sliding Calculation: Sliding was checked by verifying the following equation using the RISA-3D envelope reactions shown in Figure 16: Ffriction = Rz x μ = 7,552 lbs x 0.50 = 3,776 lbs Fsliding = 1,511 lbs FS = Ffriction / Fsliding = 2.5 ≥ 1.5, OK Figure 16: RISA-3D Envelope Reactions Overturning Calculation: The truss structure was modeled using compression-only vertical supports with ASD overturning load combinations. The analysis converged; therefore, the structure is stable for overturning. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com LED Frame / Camera Scaff Structure Evaluation: To assess the structural adequacy of the temporary scaff structure, an analysis model was created using RISA 3D, a commercially available structural analysis application, using the structural drawings from the referenced email (see enclosed drawings). The dead loads and environmental loads were applied to the analysis model which was evaluated using the code load combinations. The model’s input and output from the RISA 3D analysis model are shown in the following figures. Figure 17: RISA Basic Load Cases & Load Combinations SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 18: RISA Analysis – Isometric View Figure 19: RISA Analysis– LC: D SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Figure 20: RISA Analysis – LC: D+Wx Figure 21: RISA Analysis – LC: D+Wy SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com The scaffold structure members were run the the model using the loading and load combinations previously deifned. The maximum bending/axial and shear unity ratio results from the analysis are shown below graphically in Figure 22 and tabularly in Figure 23. Figure 22: RISA Analysis – LC: D+Wy Figure 23: RISA Analysis – LC: D+Wy From the above analysis results, the LED / Camera Scaff structure is verified given all recommendations made on the stamped drawings enclosed at the end of this report. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Sliding Calculation: Sliding was checked by verifying the following equation using the RISA-3D envelope reactions shown in Figure 24: Ffriction = Rz x μ = 14,840 lbs x 0.50 = 7,420 lbs Fsliding = 3,058 lbs FS = Ffriction / Fsliding = 2.4 ≥ 1.5, OK Figure 24: RISA-3D Envelope Reactions Overturning Calculation: The truss structure was modeled using compression-only vertical supports with ASD overturning load combinations. The analysis converged; therefore, the structure is stable for overturning. *** Note that the analysis for “Scaff Structure” has been omitted by engineering judgement and is verified by inspection given the results of the larger, governing, “LED Frame / Camera” structure. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Results: These calculations have shown that the temporary box truss and scaffolding structures in Los Angeles, CA are approved for installation and is capable of resisting a maximum wind speed of 40 mph or a temporary lateral force of 0.2 G’s. See the enclosed high wind action plan for procedures to follow during high wind events. Thank you for your consideration in this matter. Should questions arise, please contact the undersigned. Sincerely, Chao Guan Professional Engineer CA Lic. No.: 81400 Enclosures SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com STAMPED DRAWINGS This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 1/11 As Noted www.accuratestaging.com Audience Riser Scale: 1/16"=1'0" ISO View AS Typ. Framing OSHA Guardrail AS Woodtop Deck OSHA Stair GENERAL ENGINEERING NOTES: 1) FOR TEMPORARY OUTDOOR INSTALLATION SANTA ANITA PARK INARCADIA, CA. 2) ANALYSIS WAS PERFORMED USING THE 2022 CALIFORNIA BUILDINGCODE AND THE RELEVANT STANDARDS REFERENCED THEREIN. 3) THE SCOPE OF ENGINEERING APPROVAL IS FOR THE STRUCTURALSTRENGTH AND STABILITY OF THE STRUCTURE(S) SHOWN ONLY. OTHERFACTORS NOT WITHIN THE SCOPE OF THIS DOCUMENT ARE: • MEANS AND METHODS OF INSTALLING THE STRUCTURE(S).• ARCHITECTURAL REQUIREMENTS OF THE BUILDING CODE, AUTHORITYHAVING JURISDICTION, OR FIRE MARSHAL (E.G. ADA COMPLIANCE,EGRESS, FIRE RATINGS, ETC.)• IT IS THE RESPONSIBILITY OF THE INSTALLER TO ENSURE ALLEQUIPMENT IS IN PROPER WORKING CONDITION.• VERIFICATION OF THE SUPPORTING SUBSTRATE TO SUPPORT THECOLUMN REACTIONS FROM THE STRUCTURE(S). REFER TO LOADINGNOTE 5 FOR MAX. CALCULATED COLUMN REACTIONS. 4) STRUCTURE(S) MUST BE LEVEL AND INSTALLED TO DISTRIBUTEREACTIONS EVENLY INTO THE UNDERLYING SUBSTRATE. THIS MAYINCLUDE USING USING SCREWJACKS, SHIMS, ETC. AS REQ'D. 5) INFORMATION USED IN THE ANALYSIS IS PER EMAILCORRESPONDENCE BETWEEN 1S/T AND SILVERSCREEN ENGINEERSDURING AUGUST 2024. CONTACT THE ENGINEER-OF-RECORD PRIOR TOINSTALLATION IF CHANGES ARE MADE. 6) ALL STRUCTURES MUST BE CONSTRUCTED, ASSEMBLED, AND/ORINSTALLED USING INDUSTRY STANDARD BEST PRACTICES. 7) VERIFICATION OF THE TRUSS COMPONENTS IS BASED ONMANUFACTUER LOAD RATINGS (BY OTHERS) AND INDEPENDENTENGINEERING ANALYSIS (BY SSE). LOADING NOTES: 1) THE STRUCTURES HAVE BEEN VERIFIED FOR A MAXIMUM WIND SPEED OF 40 MPH WITH THE LEDSCREEN RAISED. IF WIND SPEEDS ARE PREDICTED TO EXCEED 40 MPH, THEN THE SURROUNDING AREAMUST BE EVACUATED. 2) NO ADDITIONAL DEAD LOADS (E.G. AUDIO ARRAYS, LED SCREENS, LIGHTING, ETC.) OTHER THAN ASINDICATED HEREIN SHALL BE INSTALLED WITHOUT PRIOR APPROVAL OF THE ENGINEER-OF-RECORD. 3) NO ADDITIONAL WIND AREA (E.G. BANNERS, TRUSS SOCKS/WRAPS, SHADE MATERIAL, FABRIC WALLS,SIGNAGE, ETC.) OTHER THAN AS INDICATED HEREIN SHALL BE INSTALLED WITHOUT PRIOR APPROVAL OFTHE ENGINEER-OF-RECORD. 4) NO LIVE LOADS (E.G. PEOPLE CLIMBING THE STRUCTURE(S), SLACKLINES, GUEST ABUSE LOADS, ETC.)EXCEPT AS INDICATED HEREIN SHALL BE APPLIED WITHOUT PRIOR APPROVAL OF THEENGINEER-OF-RECORD. THIS REQUIRES THAT EVENT STAFF MONITOR THE STRUCTURES TO PREVENTPEOPLE FROM CLIMBING ON THEM. 5) INDIVIDUAL LIVE LOADS ARE AS NOTED FOR ALL APPLICABLE STRUCTURES. 6) NO ADDITIONAL DEAD LOADS (E.G. AUDIO ARRAYS, LED SCREENS, LIGHTING, ETC.) OTHER THAN ASINDICATED HEREIN SHALL BE INSTALLED WITHOUT PRIOR APPROVAL OF THE ENGINEER-OF-RECORD. 7) STRUCTURES HAVE BEEN VERIFIED FOR A TEMPORARY LATERAL SEISMIC LOAD OF 0.2 G. STAGING NOTES: 1) THE AUDIENCE RISER HAS BEEN VERIFIED FOR A MAXIMUM EVENLY DISTRIBUTED LIVE LOAD OF 40 PSF. STAMPED ON 8-22-2025 Stairs and handrails shall be in accordance with 2022 CBC Chapter 11B.§11B-201.3, 210, 505. Guardrails in accordance with CBC §1015. This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 2/11 As Noted www.accuratestaging.com Audience Riser Scale: 1/16"=1'0" Front View @87" @60" @30" 200'-0" 20'-0" 16'-0" 18'-0" 54'-0" 200'-0" 7'-3" 5'-0" 2'-6" Plan View STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 3/11 As Noted www.accuratestaging.com Audience Riser Scale: 3/16"=1'0" Side View 5'-0" 7'-3" 2'-6" 5'-0" 62'-0" 18'-0"16'-0"20'-0" STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 4/11 As Noted www.accuratestaging.com LED Frame / Camera Scale: 3/16"=1'0" Front View Scaff Dog Ear Planks AS Concrete Ballast (3,500 lbs) AS Woodtop Deck OSHA Guardrail 30'-0" 12'-0"@329 1/4" 27'-5 1/4" 30'-0" Plan View 12'-0" 27'-5 1/4" Side View LOADING NOTES: 1) THE LED FRAME / CAMERA STRUCTURE HAS BEEN VERIFIED FOR A MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOAD OF 15 PSF, EQUIVALENT TO A TOTAL OF 5,000 LBS ON THE DECK. 2) A MAXIMUM OF THREE (3) PERSONS IS PERMITTED ON THE CANTILEVER SECTION AT ANY ONE TIME. 3) NOT FOR PUBLIC ACCESS. CONCRETE BALLASTS TO REST ON GROUND AND TIED OFF TO TOP OF STRUCTURE VIA STEEL WIRE ROPE. TYP. STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 5/11 As Noted www.accuratestaging.com Scaff Structure Scale: 3/16"=1'0" Front View Scaff Dog Ear Planks AS Concrete Ballast (3,500 lbs) 20'-0" 8'-0" 4'-0" 8'-0" 8'-0" 17'-3 1/8" 8'-0" Plan View 17'-3 1/8" 20'-0" 16'-0" Side View LOADING NOTES: 1) THE SCAFFOLDING STRUCTURE HAS BEEN VERIFIED FOR A MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOAD OF 15 PSF, EQUIVALENT TO A TOTAL OF 5,000 LBS ON THE DECK. 2) A MAXIMUM OF ONE (1) PERSONS IS PERMITTED ON THE CANTILEVER SECTION AT ANY ONE TIME. 3) NOT FOR PUBLIC ACCESS. CONCRETE BALLASTS TO REST ON GROUND AND TIED OFF TO TOP OF STRUCTURE VIA STEEL WIRE ROPE. TYP. STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 6/11 As Noted www.accuratestaging.com Light Tower Scale: 1/8"=1'0" Front View Plan View Truss 20.5" Box Smart Block (3,500 lbs) 15'-0" 11'-8 1/2" 50'-0" 11'-8 1/2" 5'-0" 6'-0" 44'-10 1/2" *Note: Build x14 Units STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 7/11 As Noted www.accuratestaging.com Truss Arches Scale: 1/4"=1'0" Front View Plan View Truss 20.5" Box Smart Block (3,500 lbs) 21'-5" 18'-0" 19'-5" 21'-5" 18'-0" 16'-0" 19'-5" 16'-0" Side View *Note: Build x2 Units BANNER ON HEADER BEAM OF ARCH STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 8/11 As Noted www.accuratestaging.com Camera Riser Scale: 3/8"=1'0" Front View Plan View AS Woodtop Deck AS Typ. Framing OSHA Guardrail @96"8'-2" 8'-0" 4'-0" 8'-0" 8'-0" 8'-0" 8'-2" Side View *Note: Build x5 Units STAGING NOTES: 1) THE CAMERA RISER HAS BEEN VERIFIED FOR A MAXIMUM EVENLY DISTRIBUTED LIVE LOAD OF 125 PSF. 2) NOT FOR PUBLIC ACCESS. STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 9/11 As Noted www.accuratestaging.com Judges Platform 1 Scale: 3/16"=1'0" Front View Plan View AS Woodtop Deck AS Typ. Framing OSHA Guardrail @48" @24" 28'-0" 16'-0" 8'-0" 4'-0" 2'-0" 28'-0" 2'-0"4'-0" 16'-0" 8'-0" Side View STAGING NOTES: 1) THE JUDGES PLATFORM 1 HAS BEEN VERIFIED FOR A MAXIMUM EVENLY DISTRIBUTED LIVE LOAD OF 100 PSF. 2) NOT FOR PUBLIC ACCESS. STAMPED ON 8-22-2025 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 10/11 As Noted www.accuratestaging.com Judges Platform 2 Scale: 3/16"=1'0" Front View Plan View AS Woodtop Deck AS Typ. Framing OSHA Guardrail @48" @24" 20'-0" 8'-0" 4'-0" 20'-0" 4'-0" 2'-0" 2'-0"4'-0" 8'-0" 4'-0" Side View STAGING NOTES: 1) THE JUDGES PLATFORM 2 HAS BEEN VERIFIED FOR A MAXIMUM EVENLY DISTRIBUTED LIVE LOAD OF 100 PSF. 2) NOT FOR PUBLIC ACCESS. STAMPED ON 8-22-2025 Gear List Count1" Footpad 584' Ledger 26' Ledger 188' Ledger 948'-iBeam Smart wall 4112'-iBeam Smart Wall 8AS 4' Scaf Header 5AS 4' Smart Wall 16AS 8' Scaf Header 5AS-72 ADA Lift 1Cheeseboughs Double 66Concrete Ballast 20.5" (3500 lbs)6Deck 2'x4'6Deck 2'x8'24Deck 4'x4'29Deck 4'x6'3Deck 4'x8'357Deck Hand 12Dog Ear 8' Plank 45Handrail Lo-Pro Osha 8'5Handrail Osha 2' (BLK)6Handrail Osha 2' (SLV)3Handrail Osha 3' (SLV)8Handrail Osha 4' (BLK)22Handrail Osha 4' (SLV)46Handrail Osha 8' (BLK)13Handrail Osha 8' (SLV)95Header 2'27Header 8'27Header 12' iBeam 27Pipe Leg 0'6"16Pipe Leg 2'44Pipe Leg 3'27Pipe Leg 4'4Pipe Leg 7'16Pipe Leg Adj. 8"16Scaff Hopout 4'7SCH 40 Pipe 4'6"28Screw Jack (Large)327Screw Jack (Medium)94Screw Jack (Small)16Ship Ladder (4')10Smart Block (3,500 LBS)32Smart Wall 2'9Smart Wall 3'12Smart Wall 5'32Spigot 1"10Spigot 5" 166Stair Osha 3' 3Stair Osha 4' 2Stair Osha 5'4Stair Osha 6'4Stair Osha 30" 3Standard 1 Clip 10Standard 3 Clip 10Standard 4 Clip 6Standard 6 Clip 26 Starter Cap 16 Transverse Brace 8'69 Truss 20.5" Box 4' (SLV)4 Truss 20.5" Box 5' (SLV)28 Truss 20.5" Box 6' (SLV)64 Truss 20.5" Box 8' (SLV)2 Truss 20.5" Box 10' (SLV)2 Truss 20.5" Box Spacer 1/2" (SLV)56 Truss 20.5" Box Spacer 20.5" (SLV)14 Truss 20.5" True Corner Block (SLV)18 Verticle Truss 20.5" Box 5'14 Verticle Truss 20.5" Box 8'14 Verticle Truss 20.5" Box 10'42 Wall 2'x8'38 Wall 3'x4'73 Wall 4'x4'98 Wall 4'x8'5 Wall 5'x4'19 Wood Stepper 1'6" (3-stp)2 X-Brace - Long Blue 296 X-Brace - Long Green 80 X-Brace - Long Red 145 X-Brace - Long White 170 X-Brace - Short Blue 4 X-Brace - Short Green 2 X-Brace - Short Red 5 X-Brace - Short White 4 Total Gear 3293 Gear List Count1" Footpad 584' Ledger 26' Ledger 188' Ledger 948'-iBeam Smart wall 4112'-iBeam Smart Wall 8AS 4' Scaf Header 5AS 4' Smart Wall 16AS 8' Scaf Header 5AS-72 ADA Lift 1Cheeseboughs Double 66Concrete Ballast 20.5" (3500 lbs)6Deck 2'x4'6Deck 2'x8'24Deck 4'x4'29Deck 4'x6'3Deck 4'x8'357Deck Hand 12Dog Ear 8' Plank 45Handrail Lo-Pro Osha 8'5Handrail Osha 2' (BLK)6Handrail Osha 2' (SLV)3Handrail Osha 3' (SLV)8Handrail Osha 4' (BLK)22Handrail Osha 4' (SLV)46Handrail Osha 8' (BLK)13Handrail Osha 8' (SLV)95Header 2'27 Header 8'27 Header 12' iBeam 27 Pipe Leg 0'6"16 Pipe Leg 2'44 Pipe Leg 3'27 Pipe Leg 4'4 Pipe Leg 7'16 Pipe Leg Adj. 8"16 Scaff Hopout 4'7 SCH 40 Pipe 4'6"28 Screw Jack (Large)327 Screw Jack (Medium)94 Screw Jack (Small)16 Ship Ladder (4')10 Smart Block (3,500 LBS)32 Smart Wall 2'9 Smart Wall 3'12 Smart Wall 5'32 Spigot 1"10 Spigot 5" 166 Stair Osha 3' 3 Stair Osha 4' 2 Stair Osha 5'4 Stair Osha 6'4 Stair Osha 30" 3 Standard 1 Clip 10 Standard 3 Clip 10 Standard 4 Clip 6 Standard 6 Clip 26 Starter Cap 16 Transverse Brace 8'69 Truss 20.5" Box 4' (SLV)4 Truss 20.5" Box 5' (SLV)28 Truss 20.5" Box 6' (SLV)64 Truss 20.5" Box 8' (SLV)2 Truss 20.5" Box 10' (SLV)2 Truss 20.5" Box Spacer 1/2" (SLV)56 Truss 20.5" Box Spacer 20.5" (SLV)14 Truss 20.5" True Corner Block (SLV)18 Verticle Truss 20.5" Box 5'14 Verticle Truss 20.5" Box 8'14 Verticle Truss 20.5" Box 10'42 Wall 2'x8'38 Wall 3'x4'73 Wall 4'x4'98 Wall 4'x8'5 Wall 5'x4'19 Wood Stepper 1'6" (3-stp)2 X-Brace - Long Blue 296 X-Brace - Long Green 80 X-Brace - Long Red 145 X-Brace - Long White 170 X-Brace - Short Blue 4 X-Brace - Short Green 2 X-Brace - Short Red 5 X-Brace - Short White 4 Total Gear 3293 Gear List Count 1" Footpad 58 4' Ledger 2 6' Ledger 18 8' Ledger 94 8'-iBeam Smart wall 41 12'-iBeam Smart Wall 8 AS 4' Scaf Header 5 AS 4' Smart Wall 16 AS 8' Scaf Header 5 AS-72 ADA Lift 1 Cheeseboughs Double 66 Concrete Ballast 20.5" (3500 lbs)6 Deck 2'x4'6 Deck 2'x8'24 Deck 4'x4'29 Deck 4'x6'3 Deck 4'x8'357 Deck Hand 12 Dog Ear 8' Plank 45 Handrail Lo-Pro Osha 8'5 Handrail Osha 2' (BLK)6 Handrail Osha 2' (SLV)3 Handrail Osha 3' (SLV)8 Handrail Osha 4' (BLK)22 Handrail Osha 4' (SLV)46 Handrail Osha 8' (BLK)13 Handrail Osha 8' (SLV)95 Header 2'27 Header 8'27 Header 12' iBeam 27 Pipe Leg 0'6"16 Pipe Leg 2'44 Pipe Leg 3'27 Pipe Leg 4'4 Pipe Leg 7'16 Pipe Leg Adj. 8"16 Scaff Hopout 4'7 SCH 40 Pipe 4'6"28 Screw Jack (Large)327 Screw Jack (Medium)94 Screw Jack (Small)16 Ship Ladder (4')10 Smart Block (3,500 LBS)32 Smart Wall 2'9 Smart Wall 3'12 Smart Wall 5'32 Spigot 1"10 Spigot 5" 166 Stair Osha 3' 3 Stair Osha 4' 2 Stair Osha 5'4 Stair Osha 6'4 Stair Osha 30" 3 Standard 1 Clip 10 Standard 3 Clip 10 Standard 4 Clip 6 Standard 6 Clip 26 Starter Cap 16 Transverse Brace 8'69 Truss 20.5" Box 4' (SLV)4 Truss 20.5" Box 5' (SLV)28 Truss 20.5" Box 6' (SLV)64 Truss 20.5" Box 8' (SLV)2 Truss 20.5" Box 10' (SLV)2 Truss 20.5" Box Spacer 1/2" (SLV)56 Truss 20.5" Box Spacer 20.5" (SLV)14 Truss 20.5" True Corner Block (SLV)18 Verticle Truss 20.5" Box 5'14 Verticle Truss 20.5" Box 8'14 Verticle Truss 20.5" Box 10'42 Wall 2'x8'38 Wall 3'x4'73 Wall 4'x4'98 Wall 4'x8'5 Wall 5'x4'19 Wood Stepper 1'6" (3-stp)2 X-Brace - Long Blue 296 X-Brace - Long Green 80 X-Brace - Long Red 145 X-Brace - Long White 170 X-Brace - Short Blue 4 X-Brace - Short Green 2 X-Brace - Short Red 5 X-Brace - Short White 4 Total Gear 3293 This drawing is the property of Accurate Staging and can not be duplicated, modified or used for any other purposes without written permission from Accurate Staging. Use of this drawing for bidding is strictly prohibited. Verify all dimensions, specifications and conditions before using this drawing for construction. Date: Rev. Drawing by: Scale: Sheet #: Drawing Title: Project Name: File name: Load In Date: Split Rock Santa Anita Truss Split Rock - Santa Anita - 07.29.25.vwx Diego Cerecer 07.30.24 1.00 11/11 As Noted www.accuratestaging.com Split Rock - Santa Anita - 07.29.25 STAMPED ON 8-22-2025 SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com HIGH WIND ACTION PLAN (HWAP) SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Ken Simmons Los Angeles Turf Club, Inc. 301 Silks Run Suite 2470 Hallandale Beach, FL 33009 Subject: High Wind Action Plan – Santa Anita Park – SAP Show Jumping References: 1) Electronic Mail between 1/ST and Silverscreen Engineers; Silverscreen Engineers (“SSE”) has been asked by Los Angeles Turf Club to provide a High Wind Action Plan (“HWAP”) for a temporary installation in Los Angeles, CA. Please allow this report to serve as a summary of our findings. Structures Reviewed: The following structures have been verified. The following HWAP covers the following structures: 1. Truss Tower – 20.5” 2. Truss Arches – 20.5” 3. LED Frame / Camera – Scaff 4. Scaff Structure – Scaff Prior to the Event HWAP Check List: 1. Prior to the event, Los Angeles Turf Club in conjunction with the venue/event coordinator must designate a responsible person in charge of implementing all phases of the High Wind Action Plan. The individual in responsible charge of this event is: a. NAME: b. PHONE NUMBER: 2. The method for initiating the cancellation of an event must be outlined prior to the event allowing for immediate action as required. 3. A copy of this plan should be provided to the location police or fire departments in order to help usher patrons in the event of an evacuation. 4. The High Wind Action Plan shall be posted at a conspicuous area on site. It must be available at all times to venue operators and crew. Day of the Event HWAP Checks: 1. Check the weather each morning and periodically throughout the day. 2. Inspect structures to ensure that: bases remain level, all ballasts are in place and sufficiently attached to the structures, all tie offs are in place and taut. SSE Project No.: 25-0879 Revision: 0 August 22, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com High Wind Action Plan: 1. The High Wind Action Plan will remain in effect for the entire duration of the event. This covers the initial commencement of the structural installation through the strike of all temporary structures. 2. A competent responsible person from the event coordinator must be present for the duration of the event to initiate and follow the HWAP as required. 3. We recommend multiple methods of wind measurement are used on site including but not limited to: a. Weather forecasting via online weather forecasting sites/applications b. Continuous contact with local airports or weather forecasting centers c. On-site anemometers 4. An anemometer will be placed on site to monitor local wind speeds. The anemometer shall be placed at the top of the structures in question or equivalent height. The anemometer shall not be blocked and is intended to see similar wind speeds to the structures in question. 5. All noted wind speeds are 3-second gusts in accordance with the ASCE 7. 6. When winds are predicted to exceed 30 mph: A team of qualified personnel must be put on alert with all personnel essential to the implementation of the HWAP being placed on standby. 7. When winds are predicted to exceed 35 mph: a. All non-essential personnel should be evacuated from the area surrounding the structure in question. 8. When winds are predicted to exceed 40 mph: a. All show operations must be suspended and the immediate area surrounding the structure evacuated. 9. In the event of a hurricane or tropical storm, the structures are required to be completely dismantled and removed from the site if time permits. If time is not available then all walls/decks and additional horizontal and vertical wind areas should be removed and minimized. Additional ballast should also be added to the structures to further tie them down. In short, the abovementioned structure has been analyzed and verified to support its rated wind speed. Thank you for your consideration in this matter. Should questions arise, please contact the undersigned. Best Regards, Chao Guan Professional Engineer CA Lic. No.: 81400 Enclosures SSE Project No.: 25-0879 Revision: 0 August 29, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com Ken Simmons Los Angeles Turf Club, Inc. 301 Silks Run Suite 2470 Hallandale Beach, FL 33009 Subject: Santa Anita Park – SAP Show Jumping Tour Tents – 3rd Party Review References: 1) Electronic Mail between 1/ST and Silverscreen Engineers; 2) Clark Reder Engineering 3rd Party Report; “24.1101.37 – Santa Anita Park – Peer Review – r00 – 2024.06.07”; To Whom It May Concern: Silverscreen Engineers, Inc. (“SSE”) has been asked to perform a 3rd party review of engineering documentation [2] prepared by others for various tents to be installed at Santa Anita Park in Arcadia, CA for the “Split Rock Jumping Tour”. Please allow this report to serve as a summary of our review, comments, and subsequent recommendations. Packages Included in Review: o Woodhouse - Stable Barns “Woodhouse Stable Barns Structural Calculations June 2018.pdf” o McGinnis & Associates – 15m Wide x 4m Eave Height (Variable Length) “VENUE 15M” SSE suggests that all personnel are evacuated and a safe distance away from all tent structures if wind speeds are expected to exceed 25mph. It is the responsibility of the installer that all proper installation practices are followed, and all rigging components are properly rated for their intended loads. It is the responsibility of the event coordinator to follow the high wind action plan set forth in the enclosed engineering calculations. SSE Project No.: 25-0879 Revision: 0 August 28, 2025 SilverScreen Engineers, Inc. 2371 Grand Ave #91629 Long Beach, CA 90809 (818) 741-1310 www.silverscreeneng.com hello@silverscreeneng.com RESULTS: The SSE has conducted a 3rd party review of engineering documentation prepared by others for a various tent to be installed at The Santa Anita Park in Arcadia, CA. In general, we believe that the supplied engineering documentation has demonstrated adequate due diligence with respect to the structural adequacy of the set, provided that the foregoing comments and recommendations can be satisfactorily addressed. To be clear, SSE has not conducted an independent engineering analysis of the set; our recommendations and comments are based on engineering judgement based on experience with similar projects. Thank you for your consideration in this matter. Should questions arise, please contact the undersigned. Sincerely, Chao Guan Professional Engineer CA Lic. No.: 81400 Enclosures EXISTING HILL SIDE TRACK INSID E T U R F R A I L OUTS I D E T U R F R A I L INSID E D I R T T R A C K R A I L OUT S I D E D I R T T R A C K R A I L CONC R E T E L I N E D R A I N A G E D I T C H FIN I S H LIN E FIN I S H LIN E EXIS T I N G D I R T T R A C K (TRA C K L E N G T H = 5 , 2 8 2 ' - 1 M I L E = 5 , 2 8 0 ' ) EXIS T I N G T U R F T R A C K (TRA C K L E N G T H = 4 , 6 8 4 ' - 7 F = 4 , 6 2 0 ) EXIS T I N G D I R T T R A I N I N G T R A C K (TRA C K L E N G T H = 4 , 1 1 8 ' - 6 F = 3 , 9 6 0 ' ) 5.5 F S T A R T 6F S T A R T 6.5F S T A R T 7F S T A R T 1 1 / 4 M S T A R T 8.5 F S T A R T Existi n g West T o t e Existi n g Pump Stati o n Existi n g P i c n i c Boot h s Existi n g West Tunn e l Existi n g East Tunn e l Existi n gSanit a r y S e w e r Exist i n g N o r t h Tote(Staff S t o r a g e ) EXIS T I N G CLU B H O U S E Exist i n g F e n c e Exist i n g Gras s / G r a z i n g A r e a Existi n g Pow e r P o l e Existi n g Fenc e EXISTING FENCE; CLOSED OFF GAPS ON EXISTING FENCE ALONG COLORADO PLACE (LOCATION TBD) Existi n g B o l l a r d s C o l o r a d o P l . Hun t i n g t o n D r GATE 5 COLORADO LOT DESIGNATED PARKING AREA (300 spaces) SPLI T R O C K STO R A G E ARE A Existi n g Restro o m Existi n g Color a d o Batte r y Co l o r a d o T u n n e l Natio n a l W / C Grazi n g A r e a E n t r y 104' Fen c e FEIHospit a l i t y 20' x 4 0 ' FEIStewa r d s & Se c u r i t y FEI Stewa r d s 20' x 4 0 ' Dining T e n t (24) P o r t a b l e R e s t r m s GAT E EXISTI N G F E N C E Grazi n g A r e a E n t r y BR I D G E ( S I T E V E R I F Y L O C A T I O N ) GATE GATE ISOL A T I O N STAL L S 104' 16'-4" Trenc h D r a i n 20' x 2 0 ' Kitch e n T e n t (2) 8' x 4 0 ' Offic e T r a i l e r (2) 8' x 5 3 ' Hay Tr a i l e r 11 0 ' 60 ' 20 ' Fence 20' GA T E 20 ' GA T E FE N C E Stoc k p i l e +/- 9 6 , 0 0 0 S F FEI B A R N S ( 6 B A R N S ) 120 1 0 ' X 1 4 ' S T A L L S NATI O N A L B A R N S ( 1 1 B A R N S ) 220 1 0 ' X 1 4 ' S T A L L S 10 0 ' 10 0 ' 10 0 ' 40' 5' NATI O N A L B A R N S ( 1 1 B A R N S ) 220 1 0 ' X 1 4 ' S T A L L S Scho o l i n g R i n g 125' x 2 0 0 ' Seco n d S h o w A r e n a 200' x 2 2 5 ' Co l o r a d o T u n n e l 2:1 M a x . S l o p e Existi n g F e n c e Exist i n g T r a c k R a i l Main S c h o o l i n g Aren a 125' x 2 5 0 ' Hors e P a t h Equi p m e n t A c c e s s (12% s l o p e r a m p ) Main S h o w A r e n a 150' x 3 0 0 ' 44 ' 300' 12 5 ' 20 ' 10' 200' 20 ' 350 ' 30 ' Equi p m e n t A c c e s s (6% s l o p e r a m p ) Equi p m e n t A c c e s s (6% s l o p e r a m p ) 15 0 ' Jumb o t r o n w i t h platf o r m o n s l o p e 20 ' Min .45' Eq. Eq. 10 ' 196' 50 ' Tent 2 40' x 90'40' 90' 165' ( 8 ' F E N C E ) 66 ' ( 8 ' F E N C E ) 78' ( 8 ' F E N C E ) 46 ' ( 8 ' F E N C E ) 8' Fen c e (355' t o t a l i n c l u d i n g g a t e o p e n i n g ) 16' G a t e s 17' - 1 1 2" 8" to 1 0 " Cond u i t 8" to 1 0 " Cond u i t 8" to 1 0 " Cond u i t 32' Tr u c k 53' Tr a i l e r T r u c k (4) Ge n e r a t o r s 20' x 6 0 ' Hors e Shade T e n t 10' x 1 0 ' INGA T E 10' x 2 0 ' JUDG E S 2 leve l s o f scaff o l d i n g s 10' x 4 0 ' RIDE R ' S Exist i n g Patro n Servi c e GAT E 30 ' Judg e s (20)Picnic T a b l e w i t h Umbr e l l a (20)Picnic T a b l e with U m b r e l l a 10' x 1 0 ' 10' x 6 0 ' HOR S E S H E D 10' x 1 0 ' 250' kiss & c r y Camer a riser 4 Came r a r i s e r 2 2' Tur f a r o u n d Ben c h e s 120 12000 12 (1)Gener a t o r (1)Gener a t o r (1)Gener a t o r (1)Gener a t o r (1)Gene r a t o r (1)Gener a t o r Existi n g F e n c e LED Scree n Cam e r a riser (1)Gene r a t o r Belind a /Nikki RV Exit Bar 1 Bar 2 Main K i t c h e n Medi a VIP C h e c k i n 8' Fe n c e (113' t o t a linclu d i n g g a t e openi n g ) Exit Exit Exit Exit Bike R a c k (+/-56 7 t o t a l ) Bar 40' x 4 0 ' Kitche n Tent ICE TRUC K STEP S UP STEP S UP STEP S UP STEP S UPFoo d C o n c e s s i o n Mer c h 2(20' x 2 0 ' ) Sa r a t o g a S t a l l s Cam e r a riser 1 Came r a riser 3 1/ST Prod u c t i o n Offic e (12' x 4 4 ' ) LED Scree n Golf Cart Path IN OUT GATE 6 2(20' x 2 0 ' ) GA 40' x 80' VIP 50' x 1 9 6 ' ENTR Y ARC H 10' x 1 0 ' INGA T ERISE R U N D E R INGA T E 8 ' X 8 ' X 2 ' H EXI S T I N G CLU B H O U S E VIP CHE C K IN Golf Cart Path GA Wa l k i n g Traffic IN OUT 0 500'400'300'200'100' 1" = 100' SCALE SANTA ANITA PARK ARCADIA, CALIFORNIA 08 AUG 2025 SAP SHOW JUMPING V2 EXISTING HILL SIDE TRACK INSID E T U R F R A I L OUTSI D E T U R F R A I L INSIDE D I R T T R A C K R A I L OUTSI D E D I R T T R A C K R A I L CONC R E T E L I N E D R A I N A G E D I T C H FIN I S H LIN E FIN I S H LIN E EXIS T I N G D I R T T R A C K (TRA C K L E N G T H = 5 , 2 8 2 ' - 1 M I L E = 5 , 2 8 0 ' ) EXIS T I N G T U R F T R A C K (TRA C K L E N G T H = 4 , 6 8 4 ' - 7 F = 4 , 6 2 0 ) EXIS T I N G D I R T T R A I N I N G T R A C K (TRA C K L E N G T H = 4 , 1 1 8 ' - 6 F = 3 , 9 6 0 ' ) 5.5 F S T A R T 6F S T A R T 6.5F S T A R T 7F S T A R T 1 1 / 4 M S T A R T 8.5 F S T A R T Existi n g West T o t e Existin g Pump Statio n Existi n g P i c n i c Booth s Existi n g West Tunn e l Existi n g East Tunn e l Existi n gSanita r y S e w e r Existi n g N o r t h Tote(Staff S t o r a g e ) EXIS T I N G CLU B H O U S E Existi n g F e n c e Existi n g Grass / G r a z i n g A r e a Existi n g Powe r P o l e Existi n g Fenc e EXISTING FENCE; CLOSED OFF GAPS ON EXISTING FENCE ALONG COLORADO PLACE (LOCATION TBD) Existin g B o l l a r d s GATE 8 S. B a l d w i n A v e C o l o r a d o P l . Hun t i n g t o n D r GATE 5 COLORADO LOT GATE 7 DESIGNATED PARKING AREA (300 spaces) SPLI T R O C K STO R A G E AREA Existin g Restr o o m Existi n g Colora d o Batter y Col o r a d o T u n n e l Nation a l W / C Grazin g A r e a E n t r y 104' Fen c e FEIHospi t a l i t y 20' x 4 0 ' FEIStewar d s & Sec u r i t y FEIStewa r d s 20' x 4 0 ' Dinin g T e n t (24) P o r t a b l e R e s t r m s GATE EXISTIN G F E N C E Grazin g A r e a E n t r y BR I D G E ( S I T E V E R I F Y L O C A T I O N ) GATE GATE ISOL A T I O N STAL L S 104' 16'-4" Trench D r a i n 20' x 2 0 'Kitche n T e n t (2) 8' x 4 0 ' Office T r a i l e r (2) 8' x 5 3 ' Hay Tr a i l e r 110 ' 60' 20' Fence 20' GA T E 20' GAT E FEN C E Stock p i l e +/- 96 , 0 0 0 S F FEI B A R N S ( 6 B A R N S ) 120 1 0 ' X 1 4 ' S T A L L S NATI O N A L B A R N S ( 1 1 B A R N S ) 220 1 0 ' X 1 4 ' S T A L L S 100 ' 100 ' 100 ' 40' 5' NATI O N A L B A R N S ( 1 1 B A R N S ) 220 1 0 ' X 1 4 ' S T A L L S Scho o l i n g R i n g 125' x 2 0 0 ' Seco n d S h o w A r e n a 200' x 2 2 5 ' Col o r a d o T u n n e l 2:1 Ma x . S l o p e Existi n g F e n c e Existi n g T r a c k R a i l Main S c h o o l i n g Aren a 125' x 2 5 0 ' Hors e P a t h Equi p m e n t A c c e s s (12% s l o p e r a m p ) Main S h o w A r e n a 150' x 3 0 0 ' 44' 300' 12 5 ' 20' 10' 200' 20' 350 ' 30 ' Equip m e n t A c c e s s (6% sl o p e r a m p ) Equip m e n t A c c e s s (6% s l o p e r a m p ) 150 ' Jumb o t r o n w i t h platfo r m o n s l o p e 20' Min .45' Eq. Eq. 10' 196' 50' Tent 2 40' x 90'40' 90' 165' ( 8 ' F E N C E ) 66' ( 8 ' F E N C E ) 78' (8' F E N C E ) 46' ( 8 ' F E N C E ) 8' Fenc e (355' t o t a l i n c l u d i n g g a t e o p e n i n g ) 16' Ga t e s 17' - 1 1 2" 8" to 1 0 " Condu i t 8" to 1 0 " Cond u i t 8" to 1 0 " Cond u i t 32' Tru c k 53' Trai l e r T r u c k (4) Ge n e r a t o r s 20' x 6 0 ' HorseShade T e n t 10' x 1 0 ' INGA T E 10' x 2 0 ' JUDG E S 2 level s o f scaffol d i n g s 10' x 4 0 ' RIDE R ' S Existi n g Patro n Servi c e GATE 30' Judg e s (20)Picnic T a b l e w i t h Umbre l l a (20)Picnic T a b l e with U m b r e l l a 10' x 1 0 ' 10' x 6 0 'HORS E S H E D 10' x 1 0 ' 250' kiss & cr y Camer a riser 4 Camer a r i s e r 2 2' Turf a r o u n d Be n c h e s 120 12000 12 (1)Gener a t o r (1)Gener a t o r (1)Gener a t o r (1)Gener a t o r (1)Gener a t o r (1)Gener a t o r Existi n g F e n c e LEDScree n Came r a riser (1)Gener a t o r Belind a /Nikki RV Exit Bar 1 Bar 2 Main K i t c h e n Medi a VIP Ch e c k i n 8' Fen c e (113' t o t a lincludin g g a t e openin g ) Exit Exit Exit Exit Bike R a c k(+/-567 t o t a l ) Bar 40' x 4 0 ' Kitche n Tent ICETRUC K STEP S UP STEPS UP STEPS UP STEPS UPFoo d C o n c e s s i o n Mer c h 2(20' x 2 0 ' ) Sar a t o g a S t a l l s Came r a riser 1 Came r a riser 3 1/ST Produ c t i o n Office (12' x 4 4 ' ) LED Screen VIP CHEC K IN Golf Cart Path GA Wal k i n g Traffic IN OUT GATE 6 2(20' x 2 0 ' ) GA 40' x 80' VIP50' x 1 9 6 ' ENTR Y ARCH 10' x 1 0 ' INGA T ERISER U N D E R INGAT E 8 ' X 8 ' X 2 ' H PROPOSED WATER JUMP (LEGACY) (72,000 SF) PROPOSED GRASS AREA (14,960 SF) PROPOSED GRASS AREA (80,500 SF) PROPOSED GRASS PATH AREA (78,375 SF) START FINISH 0 750'600'450'300'150' 1" = 150' SCALE SANTA ANITA PARK ARCADIA, CALIFORNIA SHOW JUMPING 2025 08 AUG 2025 Structural Calculations for: A.S. Venue 15m Wide x 4m Eave Height (Variable Length) These calculations are acceptable for use for the tent configurations narrower and/or shorter in eave height than those outlined in the contents of this report by the next larger size configuration shown above them. Design Standard: 2018 International Building Code / ASCE 7-16 COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 1 of 70 CALC. BY: DWM DATE: 10/18/20 10/18/2020 ANCHOR INDUSTRIES C10 01504G R1 IN A 15m x 4m Venue Series Engineering Summary: This structure is designed as a temporary structure to be in place for a period not to exceed 180 days. Product Group:Venue Width:15m Side Height:4m Main Extrusion Size:160/100/3 Cable Diameter:3/8" Bay Size:5m Code Used:ASCE 7-16 Occupancy Category:II Wind Exposure Category:C No. of Years Mean Return (MRI)100 3 sec Gust Wind Speed: (mph)79 Ultimate Wind Pressure (qz ult):11.5 psf Ground Snow Load:N/A Snow Importance Factor:N/A Sloped Roof Snow Load:N/A LOAD CASE: MAXIMUM WIND LOADS HANGING LOADS Ctr of End Rafter End Ridge Location Ctr of Mid Rafter Mid Ridge Location Hanging Live Load:250lb 250lb 250lb 250lb MAX BASEPLATE LOAD Non-Cabled Bay BP Cabled Bay BP Gable End BP Guy BP Uplift: (Units of kips)2.3 2.3 2.3 Bearing: (Units of kips)111 Lateral: (Units of kips)1.3 1.3 1.3 Special Instructions: Structure may be extended in number of bays (length) without limit. When number of bays exceeds 10, cable bays shall be installed such that there are no more than 6 open bays between cable bays. COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 2 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A 15m x 4m Venue Series Engineering Summary: This structure is designed as a temporary structure to be in place for a period not to exceed 180 days. Product Group:Venue Width:15m Side Height:4m Main Extrusion Size:160/100/3 Cable Diameter:3/8" Bay Size:5m Code Used:ASCE 7-16 Occupancy Category:II Wind Exposure Category:C No. of Years Mean Return (MRI)10 3 sec Gust Wind Speed:73 Ultimate Wind Pressure (qz ult):10.68 psf Ground Snow Load:N/A Snow Importance Factor:N/A Sloped Roof Snow Load:N/A LOAD CASE: REDUCED WIND TO MRI 10 YEAR HANGING LOADS Ctr of End Rafter End Ridge Location Ctr of Mid Rafter Mid Ridge Location Hanging Live Load:250lb 250lb 250lb 250lb MAX BASEPLATE LOAD Non-Cabled Bay BP Cabled Bay BP Gable End BP Guy BP Uplift: (Units of kips)222 Bearing: (Units of kips)111 Lateral: (Units of kips)1.2 1.2 1.2 Special Instructions: Structure may be extended in number of bays (length) without limit. When number of bays exceeds 10, cable bays shall be installed such that there are no more than 6 open bays between cable bays. COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 3 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Tent Dimensions: (15m x 4m)(Shown in both SI Units and United States customary units) Width 15 m Width 49.21 ft Length 35 m Length 114.83 ft (Lenght varies - minimum 4 bays @ 5m - no maximum) Eave_height 4 m Eave_height 13.12 ft Peak_height 6.725 m Peak_height 22.06 ft Mean_height Eave_height Peak_height Eave_height() 2 Mean_height 5.36 m Mean_height 17.59 ft Roof Angle:Θroof atan Peak_height Eave_height Width 0.5 §¨© ·¸¹ Θroof 20 deg Typical Bay Spacing:Bay_spacing 5 m Bay_spacing 16.4 ft Gravity Loads: Dead Load DL 2.5 psf Roof Live Load Concentrated Hanging Loads: A maximum of 750 pounds of hanging load may be applied to each rafter frame line distributed as follows: 250 pounds hung from the 1/4 points of the rafter frame 250 pounds hung from the midpoint of the rafter frame COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 4 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Snow Loads Not rated for snow loads. Earthquake Loads: S1_eq 1.5 Ss_eq 1.0 Seismic Design Category D Fa 1.0 Fv 1.5 MWFRS: (Reference AISC 7-16) North-South: Tension Cables - Steel systems not detailed R=3 East-West: Rigid Frame - Steel system not detailed R=3 Importance Factor: 1.0 RE 3 IE 1.0 SDS 0.67 FaSs_eq SDS 0.67 SD1 0.67 FvS1_eq SD1 1.51 Cs SDS RE IE Cs 0.22 Building dead load = 1.0 psf Equivalent lateral seismic loading:eq Cs DL eq 0.56 psf Seismic loading is negligible and will not govern over wind loading. COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 5 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Wind Loads (Reference ASCE 7-16 - Chapter 26 & 28 - Wind Loads) Classification of structure is: Building, Enclosed; Low-rise with height less than 60 feet. Wind loads are determined using Chapter 28 - Envelope Procedure Basic Wind Speed (mph):VW 115 Occupancy Category II Building - Figure 26.5-1B MRI 3 Second Gust Wind Speed:VMRI 79 Exposure Category:C Velocity Pressure Exposure Coefficient:Kz 0.85 Topographical Factor:Kzt 1.0 Directionality Factor:Kd 0.85 Velocity Pressure:qz_ult 0.00256 KzKztKdVMRI2psf qz_ult 11.5 psf qz qz_ult 0.6 qz 6.9 psf Internal Pressure Coefficients:GCpi 0.18 COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 6 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Wind Loads - Case A1 & A2 1 2 3 4 1E2E3E4E 0-5 0.4 -0.69 -0.37 -0.29 0.61 -1.07 -0.53 -0.43 20 0.53 -0.69 -0.48 -0.43 0.8 -1.07 -0.69 -0.64 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 GCpf-GCpi 0.35 -0.87 -0.66 -0.61 0.62 -1.25 -0.87 -0.82 qh(GCpf-GCpi) psf 2.4 -6.0 -4.6 -4.2 4.3 -8.7 -6.0 -5.7 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 GCpf-GCpi 0.71 -0.51 -0.30 -0.25 0.98 -0.89 -0.51 -0.46 qh(GCpf-GCpi) psf 4.9 -3.5 -2.1 -1.7 6.8 -6.2 -3.5 -3.2 Building Surface Roof Angle (Degrees) Interpolate values above shown for 5 deg and 20 deg to determine GCpf for roof slope if required Case A1: GCpf - GCpi when +GCpi Recall Velocity Pressure: qh= Resulting Design Wind Pressures for the MWFRS - Load Case A (Figure 28.4-1) Case A2: GCpf - GCpi when -GCpi 6.9 psf Wind Loads by Building Surface Surface Label Case 1 Pressure (psf) Case 2 Pressure (psf) 12.44.9 2 -6.0 -3.5 3 -4.6 -2.1 4 -4.2 -1.7 1E 4.3 6.8 2E -8.7 -6.2 3E -6.0 -3.5 4E -5.7 -3.2 COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 7 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Wind Loads - Case B1 & B2 1 2 3 4 5 6 1E 2E 3E 4E 5E 6E 0-90 -0.45 -0.69 -0.37 -0.45 0.4 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 GCpf-GCpi -0.63 -0.87 -0.55 -0.63 0.22 -0.47 -0.66 -1.25 -0.71 -0.66 0.43 -0.61 qh(GCpf-GCpi) psf -4.4 -6.0 -3.8 -4.4 1.5 -3.3 -4.6 -8.7 -4.9 -4.6 3.0 -4.2 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 GCpf-GCpi -0.27 -0.51 -0.19 -0.27 0.58 -0.11 -0.30 -0.89 -0.35 -0.30 0.79 -0.25 qh(GCpf-GCpi) psf -1.9 -3.5 -1.3 -1.9 4.0 -0.8 -2.1 -6.2 -2.4 -2.1 5.5 -1.7 Case B2: GCpf - GCpi when -GCpi 6.9 psf Building SurfaceRoof Angle (Degrees) Case B1: GCpf - GCpi when +GCpi Recall Velocity Pressure: qh= Resulting Design Wind Pressures for the MWFRS - Load Case B (Figure 28.4-1) Wind Loads by Building Surface Surface Label Case 1 Pressure (psf) Case 2 Pressure (psf) 1 -4.4 -1.9 2 -6.0 -3.5 3 -3.8 -1.3 4 -4.4 -1.9 51.54.0 6 -3.3 -0.8 1E -4.6 -2.1 2E -8.7 -6.2 3E -4.9 -2.4 4E -4.6 -2.1 5E 3.0 5.5 6E -4.2 -1.7 COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 8 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Y XZ Solution: Envelope McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 9 of 70 CALC. BY: DWM DATE: 10/18/20 15m WIDE VENUE ANCHOR INDUSTRIES C10 01504G R1 IN A 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 N45N46N47N48 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 N82N83 N84 N85 N86 N87 N88 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 28 29 30 31 32 33 34 35 36 3738 3940 4142 4344 45 46 474 8 495 0 5152 5 3 5 4 5 5 5 6 5 7 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 6 6 6 7 6 8 6 9 7 0 7 1 7 2 7 3 7 4 7 576 7 7 7 8 7 9 8 0 8 1 8 2 8 3 8 4 8 5 8 6 87 88 89 9 0 9 1 9 2 93 94 95 9 6 9 7 9 8 9 9 1 0 0 1 0 1 1 0 2 1 0 3104 1 0 5 1 0 6 1 0 7 10 8 109 11 0 111 Y XZ Solution: Envelope McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 10 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt1100KSI2900011154.3 .65 .49 100 1.1 120 1.2 Aluminum Properties Label E [ksi] G [ksi] Nu Therm... Density[k/ft^3] Table B.4 kt Ftu[ksi] Fty[ksi] Fcy[ksi] Fsu[ksi] Ct16061-T6 10100 3787.5 .33 1.3 .173 Table B.4-2 1 38 35 35 24 141 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4]1 CABLE 3/8ROD HBrace None 100KSI Typical .11 .000971 .000971 .002 Aluminum Section Sets Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4]1 0_MAIN 160x100x3_ALUM None None 6061-T6 Typical 2.876 6.964 16.26 23.2242RIDGE/EAVE/G...130x70x3_ALUM_ALA None None 6061-T6 Typical 1.82 2.419 6.36 5.383INT80x80x3_ALUM None None 6061-T6 Typical 1.432 2.197 2.197 3.29 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul...1 1 N1 N5 0_MAIN None None 6061-T6 Typical22N4N90_MAIN None None 6061-T6 Typical33N5N140_MAIN None None 6061-T6 Typical44N9N140_MAIN None None 6061-T6 Typical55N15N170_MAIN None None 6061-T6 Typical66N16N180_MAIN None None 6061-T6 Typical77N17N230_MAIN None None 6061-T6 Typical88N18N230_MAIN None None 6061-T6 Typical99N69N730_MAIN None None 6061-T6 Typical1010N72N770_MAIN None None 6061-T6 Typical1111N73N820_MAIN None None 6061-T6 Typical1212N77N820_MAIN None None 6061-T6 Typical1313N60N620_MAIN None None 6061-T6 Typical1414N61N630_MAIN None None 6061-T6 Typical1515N62N680_MAIN None None 6061-T6 Typical1616N63N680_MAIN None None 6061-T6 Typical1717N70N83900_MAIN None None 6061-T6 Typical1818N71N84900_MAIN None None 6061-T6 Typical1919N2N85900_MAIN None None 6061-T6 Typical2020N3N86900_MAIN None None 6061-T6 Typical2121N24N260_MAIN None None 6061-T6 Typical2222N26N320_MAIN None None 6061-T6 Typical2323N32N270_MAIN None None 6061-T6 Typical2424N27N250_MAIN None None 6061-T6 Typical2525N51N530_MAIN None None 6061-T6 Typical2626N53N590_MAIN None None 6061-T6 Typical2727N59N540_MAIN None None 6061-T6 Typical2828N54N520_MAIN None None 6061-T6 Typical2929N50N480_MAIN None None 6061-T6 Typical3030N49N420_MAIN None None 6061-T6 Typical3131N48N450_MAIN None None 6061-T6 Typical3232N42N450_MAIN None None 6061-T6 Typical3333N41N330_MAIN None None 6061-T6 Typical RISA-3D Version 17.0.4 Page 1 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 11 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul...34 34 N40 N39 0_MAIN None None 6061-T6 Typical3535N33N360_MAIN None None 6061-T6 Typical3636N39N360_MAIN None None 6061-T6 Typical3737N69N62CABLEHBraceNone100KSITypical3838N60N73CABLEHBraceNone100KSITypical3939N15N5CABLEHBraceNone100KSITypical4040N1N17CABLEHBraceNone100KSITypical4141N72N63CABLEHBraceNone100KSITypical4242N61N77CABLEHBraceNone100KSITypical4343N16N9CABLEHBraceNone100KSITypical4444N4N18CABLEHBraceNone100KSITypical4545N77N68CABLEHBraceNone100KSITypical4646N63N82CABLEHBraceNone100KSITypical4747N73N68CABLEHBraceNone100KSITypical4848N62N82CABLEHBraceNone100KSITypical4949N17N14CABLEHBraceNone100KSITypical5050N5N23CABLEHBraceNone100KSITypical5151N9N23CABLEHBraceNone100KSITypical5252N18N14CABLEHBraceNone100KSITypical5353N10N19INTNoneNone6061-T6 Typical5454N19N28INTNoneNone6061-T6 Typical5555N64N78INTNoneNone6061-T6 Typical5656N11N20INTNoneNone6061-T6 Typical5757N20N29INTNoneNone6061-T6 Typical5858N65N79INTNoneNone6061-T6 Typical5959N12N21INTNoneNone6061-T6 Typical6060N21N30INTNoneNone6061-T6 Typical6161N66N80INTNoneNone6061-T6 Typical6262N13N22INTNoneNone6061-T6 Typical6363N22N31INTNoneNone6061-T6 Typical6464N67N81INTNoneNone6061-T6 Typical6565N28N34INTNoneNone6061-T6 Typical6666N55N64INTNoneNone6061-T6 Typical6767N29N38INTNoneNone6061-T6 Typical6868N56N65INTNoneNone6061-T6 Typical6969N30N35INTNoneNone6061-T6 Typical7070N57N66INTNoneNone6061-T6 Typical7171N31N37INTNoneNone6061-T6 Typical7272N58N67INTNoneNone6061-T6 Typical7373N43N56INTNoneNone6061-T6 Typical7474N44N58INTNoneNone6061-T6 Typical7575N46N57INTNoneNone6061-T6 Typical7676N47N55INTNoneNone6061-T6 Typical7777N34N47INTNoneNone6061-T6 Typical7878N35N46INTNoneNone6061-T6 Typical7979N37N44INTNoneNone6061-T6 Typical8080N38N43INTNoneNone6061-T6 Typical8181N17N5RIDGE/EAVE/GABLE None None 6061-T6 Typical8282N18N9RIDGE/EAVE/GABLE None None 6061-T6 Typical8383N73N62RIDGE/EAVE/GABLE None None 6061-T6 Typical8484N62N53RIDGE/EAVE/GABLE None None 6061-T6 Typical8585N77N63RIDGE/EAVE/GABLE None None 6061-T6 Typical8686N63N54RIDGE/EAVE/GABLE None None 6061-T6 Typical8787N73N7490RIDGE/EAVE/GABLE None None 6061-T6 Typical8888N74N7590RIDGE/EAVE/GABLE None None 6061-T6 Typical8989N76N7790RIDGE/EAVE/GABLE None None 6061-T6 Typical9090N82N68RIDGE/EAVE/GABLE None None 6061-T6 Typical RISA-3D Version 17.0.4 Page 2 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 12 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul...91 91 N68 N59 RIDGE/EAVE/GABLE None None 6061-T6 Typical9292N23N14RIDGE/EAVE/GABLE None None 6061-T6 Typical9393N5N6RIDGE/EAVE/GABLE None None 6061-T6 Typical9494N6N7RIDGE/EAVE/GABLE None None 6061-T6 Typical9595N8N9RIDGE/EAVE/GABLE None None 6061-T6 Typical9696N53N48RIDGE/EAVE/GABLE None None 6061-T6 Typical9797N26N17RIDGE/EAVE/GABLE None None 6061-T6 Typical9898N54N42RIDGE/EAVE/GABLE None None 6061-T6 Typical9999N27N18RIDGE/EAVE/GABLE None None 6061-T6 Typical100100N59N45RIDGE/EAVE/GABLE None None 6061-T6 Typical101101N32N23RIDGE/EAVE/GABLE None None 6061-T6 Typical102102N42N39RIDGE/EAVE/GABLE None None 6061-T6 Typical103103N45N36RIDGE/EAVE/GABLE None None 6061-T6 Typical104104N48N33RIDGE/EAVE/GABLE None None 6061-T6 Typical105105N33N26RIDGE/EAVE/GABLE None None 6061-T6 Typical106106N36N32RIDGE/EAVE/GABLE None None 6061-T6 Typical107107N39N27RIDGE/EAVE/GABLE None None 6061-T6 Typical108108N87N1490RIDGE/EAVE/GABLE None None 6061-T6 Typical109109N7N890RIDGE/EAVE/GABLE None None 6061-T6 Typical110110N88N8290RIDGE/EAVE/GABLE None None 6061-T6 Typical111111N75N7690RIDGE/EAVE/GABLE None None 6061-T6 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...1 1 Yes ** NA **None22Yes** NA **None33Yes** NA **None44Yes** NA **None55Yes** NA **None66Yes** NA **None77Yes** NA **None88Yes** NA **None99Yes** NA **None1010Yes** NA **None1111Yes** NA **None1212Yes** NA **None1313Yes** NA **None1414Yes** NA **None1515Yes** NA **None1616Yes** NA **None1717BenPINYes** NA **None1818BenPINYes** NA **None1919BenPINYes** NA **None2020BenPINYes** NA **None2121Yes** NA **None2222Yes** NA **None2323Yes** NA **None2424Yes** NA **None2525Yes** NA **None2626Yes** NA **None2727Yes** NA **None2828Yes** NA **None2929Yes** NA **None3030Yes** NA **None3131Yes** NA **None RISA-3D Version 17.0.4 Page 3 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 13 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...32 32 Yes ** NA **None3333Yes** NA **None3434Yes** NA **None3535Yes** NA **None3636Yes** NA **None3737BenPINBenPINTension ...Yes ** NA **None3838BenPINBenPINTension ...Yes ** NA **None3939BenPINBenPINTension ...Yes ** NA **None4040BenPINBenPINTension ...Yes ** NA **None4141BenPINBenPINTension ...Yes ** NA **None4242BenPINBenPINTension ...Yes ** NA **None4343BenPINBenPINTension ...Yes ** NA **None4444BenPINBenPINTension ...Yes ** NA **None4545BenPINBenPINTension ...Yes ** NA **None4646BenPINBenPINTension ...Yes ** NA **None4747BenPINBenPINTension ...Yes ** NA **None4848BenPINBenPINTension ...Yes ** NA **None4949BenPINBenPINTension ...Yes ** NA **None5050BenPINBenPINTension ...Yes ** NA **None5151BenPINBenPINTension ...Yes ** NA **None5252BenPINBenPINTension ...Yes ** NA **None5353BenPINBenPINYes** NA **None5454BenPINBenPINYes** NA **None5555BenPINBenPINYes** NA **None5656BenPINBenPINYes** NA **None5757BenPINBenPINYes** NA **None5858BenPINBenPINYes** NA **None5959BenPINBenPINYes** NA **None6060BenPINBenPINYes** NA **None6161BenPINBenPINYes** NA **None6262BenPINBenPINYes** NA **None6363BenPINBenPINYes** NA **None6464BenPINBenPINYes** NA **None6565BenPINBenPINYes** NA **None6666BenPINBenPINYes** NA **None6767BenPINBenPINYes** NA **None6868BenPINBenPINYes** NA **None6969BenPINBenPINYes** NA **None7070BenPINBenPINYes** NA **None7171BenPINBenPINYes** NA **None7272BenPINBenPINYes** NA **None7373BenPINBenPINYes** NA **None7474BenPINBenPINYes** NA **None7575BenPINBenPINYes** NA **None7676BenPINBenPINYes** NA **None7777BenPINBenPINYes** NA **None7878BenPINBenPINYes** NA **None7979BenPINBenPINYes** NA **None8080BenPINBenPINYes** NA **None8181BenPINBenPINYes** NA **None8282BenPINBenPINYes** NA **None8383BenPINBenPINYes** NA **None8484BenPINBenPINYes** NA **None8585BenPINBenPINYes** NA **None8686BenPINBenPINYes** NA **None8787BenPINBenPINYes** NA **None8888BenPINBenPINYes** NA **None RISA-3D Version 17.0.4 Page 4 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 14 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...89 89 BenPIN BenPIN Yes ** NA **None9090BenPINBenPINYes** NA **None9191BenPINBenPINEuler Buc...Yes ** NA **None9292BenPINBenPINYes** NA **None9393BenPINBenPINYes** NA **None9494BenPINBenPINYes** NA **None9595BenPINBenPINYes** NA **None9696BenPINBenPINYes** NA **None9797BenPINBenPINYes** NA **None9898BenPINBenPINYes** NA **None9999BenPINBenPINYes** NA **None100100BenPINBenPINEuler Buc...Yes ** NA **None101101BenPINBenPINEuler Buc...Yes ** NA **None102102BenPINBenPINYes** NA **None103103BenPINBenPINEuler Buc...Yes ** NA **None104104BenPINBenPINYes** NA **None105105BenPINBenPINYes** NA **None106106BenPINBenPINEuler Buc...Yes ** NA **None107107BenPINBenPINYes** NA **None108108BenPINYes** NA **None109109BenPINBenPINYes** NA **None110110BenPINYes** NA **None111111BenPINBenPINYes** NA **None Hot Rolled Steel Design Parameters Label Shape Length[m] Lbyy[m] Lbzz[m] Lcomp top[m] Lcomp bot[...L-torq... Kyy Kzz Cb Functi...1 37 CABLE 6.403 Lateral 2 38 CABLE 6.403 Lateral 3 39 CABLE 6.403 Lateral 4 40 CABLE 6.403 Lateral 5 41 CABLE 6.403 Lateral 6 42 CABLE 6.403 Lateral 7 43 CABLE 6.403 Lateral 8 44 CABLE 6.403 Lateral 9 45 CABLE 9.417 Lateral 10 46 CABLE 9.417 Lateral 11 47 CABLE 9.417 Lateral 12 48 CABLE 9.417 Lateral 13 49 CABLE 9.417 Lateral 14 50 CABLE 9.417 Lateral 15 51 CABLE 9.417 Lateral 16 52 CABLE 9.417 Lateral Aluminum Design Parameters Label Shape Length[m] Lbyy[m] Lbzz[m] Lcomp top[...Lcomp bot[... L-torque[m] Kyy Kzz Cb Functi...1 1 0_MAIN 4 0 0 0 0 Lateral 2 2 0_MAIN 4 0 0 0 0 Lateral 3 3 0_MAIN 7.98 0 0 0 0 Lateral 4 4 0_MAIN 7.98 0 0 0 0 Lateral 5 5 0_MAIN 4 0 0 0 0 Lateral 6 6 0_MAIN 4 0 0 0 0 Lateral 7 7 0_MAIN 7.98 0 0 0 0 Lateral 8 8 0_MAIN 7.98 0 0 0 0 Lateral 9 9 0_MAIN 4 0 0 0 0 Lateral RISA-3D Version 17.0.4 Page 5 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 15 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Aluminum Design Parameters (Continued) Label Shape Length[m] Lbyy[m] Lbzz[m] Lcomp top[...Lcomp bot[... L-torque[m] Kyy Kzz Cb Functi...10 10 0_MAIN 4 0 0 0 0 Lateral 11 11 0_MAIN 7.98 0 0 0 0 Lateral 12 12 0_MAIN 7.98 0 0 0 0 Lateral 13 13 0_MAIN 4 0 0 0 0 Lateral 14 14 0_MAIN 4 0 0 0 0 Lateral 15 15 0_MAIN 7.98 0 0 0 0 Lateral 16 16 0_MAIN 7.98 0 0 0 0 Lateral 17 17 0_MAIN 5.635 0 0 0 0 Lateral 18 18 0_MAIN 5.635 0 0 0 0 Lateral 19 19 0_MAIN 5.635 0 0 0 0 Lateral 20 20 0_MAIN 5.635 0 0 0 0 Lateral 21 21 0_MAIN 4 0 0 0 0 Lateral 22 22 0_MAIN 7.98 0 0 0 0 Lateral 23 23 0_MAIN 7.98 0 0 0 0 Lateral 24 24 0_MAIN 4 0 0 0 0 Lateral 25 25 0_MAIN 4 0 0 0 0 Lateral 26 26 0_MAIN 7.98 0 0 0 0 Lateral 27 27 0_MAIN 7.98 0 0 0 0 Lateral 28 28 0_MAIN 4 0 0 0 0 Lateral 29 29 0_MAIN 4 0 0 0 0 Lateral 30 30 0_MAIN 4 0 0 0 0 Lateral 31 31 0_MAIN 7.98 0 0 0 0 Lateral 32 32 0_MAIN 7.98 0 0 0 0 Lateral 33 33 0_MAIN 4 0 0 0 0 Lateral 34 34 0_MAIN 4 0 0 0 0 Lateral 35 35 0_MAIN 7.98 0 0 0 0 Lateral 36 36 0_MAIN 7.98 0 0 0 0 Lateral 37 53 INT 5 Lateral 38 54 INT 5 Lateral 39 55 INT 5 Lateral 40 56 INT 5 Lateral 41 57 INT 5 Lateral 42 58 INT 5 Lateral 43 59 INT 5 Lateral 44 60 INT 5 Lateral 45 61 INT 5 Lateral 46 62 INT 5 Lateral 47 63 INT 5 Lateral 48 64 INT 5 Lateral 49 65 INT 5 Lateral 50 66 INT 5 Lateral 51 67 INT 5 Lateral 52 68 INT 5 Lateral 53 69 INT 5 Lateral 54 70 INT 5 Lateral 55 71 INT 5 Lateral 56 72 INT 5 Lateral 57 73 INT 5 Lateral 58 74 INT 5 Lateral 59 75 INT 5 Lateral 60 76 INT 5 Lateral 61 77 INT 5 Lateral 62 78 INT 5 Lateral 63 79 INT 5 Lateral 64 80 INT 5 Lateral 65 81 RIDGE/EA...5 0 0 0 0 Lateral 66 82 RIDGE/EA...5 0 0 0 0 Lateral RISA-3D Version 17.0.4 Page 6 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 16 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Aluminum Design Parameters (Continued) Label Shape Length[m] Lbyy[m] Lbzz[m] Lcomp top[...Lcomp bot[... L-torque[m] Kyy Kzz Cb Functi...67 83 RIDGE/EA...5 0 0 0 0 Lateral 68 84 RIDGE/EA...5 0 0 0 0 Lateral 69 85 RIDGE/EA...5 0 0 0 0 Lateral 70 86 RIDGE/EA...5 0 0 0 0 Lateral 71 87 RIDGE/EA...4.5 0 0 0 0 Lateral 72 88 RIDGE/EA...3 0 0 0 0 Lateral 73 89 RIDGE/EA...4.5 0 0 0 0 Lateral 74 90 RIDGE/EA...5 0 0 0 0 Lateral 75 91 RIDGE/EA...5 0 0 0 0 Lateral 76 92 RIDGE/EA...5 0 0 0 0 Lateral 77 93 RIDGE/EA...4.5 0 0 0 0 Lateral 78 94 RIDGE/EA...3 0 0 0 0 Lateral 79 95 RIDGE/EA...4.5 0 0 0 0 Lateral 80 96 RIDGE/EA...5 0 0 0 0 Lateral 81 97 RIDGE/EA...5 0 0 0 0 Lateral 82 98 RIDGE/EA...5 0 0 0 0 Lateral 83 99 RIDGE/EA...5 0 0 0 0 Lateral 84 100 RIDGE/EA...5 0 0 0 0 Lateral 85 101 RIDGE/EA...5 0 0 0 0 Lateral 86 102 RIDGE/EA...5 0 0 0 0 Lateral 87 103 RIDGE/EA...5 0 0 0 0 Lateral 88 104 RIDGE/EA...5 0 0 0 0 Lateral 89 105 RIDGE/EA...5 0 0 0 0 Lateral 90 106 RIDGE/EA...5 0 0 0 0 Lateral 91 107 RIDGE/EA...5 0 0 0 0 Lateral 92 108 RIDGE/EA...6.725 Lateral 93 109 RIDGE/EA...3 0 0 0 0 Lateral 94 110 RIDGE/EA...6.725 Lateral 95 111 RIDGE/EA...3 0 0 0 0 Lateral Joint Coordinates and Temperatures Label X [m]Y [m]Z [m]Temp [F] Detach Fro...1 N1 -7.5 0 0 02N2-3 0 0 03N330004N47.5 0 0 05N5-7.5 4 0 06N6-3 4 0 07N704008N834009N97.5 4 0 010N10-3.75 5.3625 0 011N113.75 5.3625 0 012N12-1.875 6.04375 0 013N131.875 6.04375 0 014N1406.725 0 015N15-7.5 0 5 016N167.5 0 5 017N17-7.5 4 5 018N187.5 4 5 019N19-3.75 5.3625 5 020N203.75 5.3625 5 021N21-1.875 6.04375 5 022N221.875 6.04375 5 023N2306.725 5 0 RISA-3D Version 17.0.4 Page 7 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 17 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Joint Coordinates and Temperatures (Continued) Label X [m]Y [m]Z [m]Temp [F] Detach Fro...24 N24 -7.5 0 10 025N257.5 0 10 026N26-7.5 4 10 027N277.5 4 10 028N28-3.75 5.3625 10 029N293.75 5.3625 10 030N30-1.875 6.04375 10 031N311.875 6.04375 10 032N3206.725 10 033N33-7.5 4 15 034N34-3.75 5.3625 15 035N35-1.875 6.04375 15 036N3606.725 15 037N371.875 6.04375 15 038N383.75 5.3625 15 039N397.5 4 15 040N407.5 0 15 041N41-7.5 0 15 042N427.5 4 20 043N433.75 5.3625 20 044N441.875 6.04375 20 045N4506.725 20 046N46-1.875 6.04375 20 047N47-3.75 5.3625 20 048N48-7.5 4 20 049N497.5 0 20 050N50-7.5 0 20 051N51-7.5 0 25 052N527.5 0 25 053N53-7.5 4 25 054N547.5 4 25 055N55-3.75 5.3625 25 056N563.75 5.3625 25 057N57-1.875 6.04375 25 058N581.875 6.04375 25 059N5906.725 25 060N60-7.5 0 30 061N617.5 0 30 062N62-7.5 4 30 063N637.5 4 30 064N64-3.75 5.3625 30 065N653.75 5.3625 30 066N66-1.875 6.04375 30 067N671.875 6.04375 30 068N6806.725 30 069N69-7.5 0 35 070N70-3 0 35 071N713035072N727.5 0 35 073N73-7.5 4 35 074N74-3 4 35 075N750435076N763435077N777.5 4 35 078N78-3.75 5.3625 35 079N793.75 5.3625 35 080N80-1.875 6.04375 35 0 RISA-3D Version 17.0.4 Page 8 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 18 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Joint Coordinates and Temperatures (Continued) Label X [m]Y [m]Z [m]Temp [F] Detach Fro...81 N81 1.875 6.04375 35 082N8206.725 35 083N83-3 5.635 35 084N8435.635 35 085N85-3 5.635 0 086N8635.635 0 087N87000088N8800350 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 Reaction2N4ReactionReactionReaction3N69ReactionReactionReaction4N15ReactionReactionReaction5N16ReactionReactionReaction6N72ReactionReactionReaction7N60ReactionReactionReaction8N61ReactionReactionReaction9N70ReactionS1Reaction10N71ReactionS1Reaction11N2ReactionS1Reaction12N3ReactionS1Reaction13N52ReactionReactionReaction14N25ReactionReactionReaction15N51ReactionReactionReaction16N24ReactionReactionReaction17N50ReactionReactionReaction18N49ReactionReactionReaction19N41ReactionReactionReaction20N40ReactionReactionReaction21N87ReactionS1Reaction22N88ReactionS1Reaction Joint Loads and Enforced Displacements (BLC 3 : LIVE LOAD HANGING) Joint Label L,D,M Direction Magnitude[(k,k-in), (in,rad), (k*s^2/m, ...1 N14 L Y -.252N23LY-.253N68LY-.254N82LY-.255N59LY-.256N32LY-.257N45LY-.258N36LY-.25 Member Point Loads (BLC 3 : LIVE LOAD HANGING) Member Label Direction Magnitude[k,k-in]Location[m,%]1 3 Y -.25 %5024Y-.25 %5037Y-.25 %5048Y-.25 %50515Y-.25 %50 RISA-3D Version 17.0.4 Page 9 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 19 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Member Point Loads (BLC 3 : LIVE LOAD HANGING) (Continued) Member Label Direction Magnitude[k,k-in]Location[m,%]6 16 Y -.25 %50711Y-.25 %50812Y-.25 %50926Y-.25 %501027Y-.25 %501123Y-.25 %501222Y-.25 %501332Y-.25 %501436Y-.25 %501535Y-.25 %501631Y-.25 %50 Member Area Loads (BLC 1 : DEAD LOAD) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]1 N73 N5 N14 N82 PY A-B -2.52N82N14N9N77PYA-B -2.5 Member Area Loads (BLC 2 : SNOW LOAD) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]1 N73 N5 N14 N82 PY A-B 02N82N14N9N77PYA-B 0 Member Area Loads (BLC 4 : WIND LOAD CASE A1) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]1 N69 N1 N5 N73 PX A-B 2.42N73N5N14N82PerpA-B -63N82N14N9N77PerpA-B -4.64N72N4N9N77PXA-B -4.2 Member Area Loads (BLC 5 : WIND LOAD CASE A2) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]1 N69 N1 N5 N73 PX A-B 4.92N73N5N14N82PerpA-B -3.53N82N14N9N77PerpA-B -2.14N72N4N9N77PXA-B -1.7 Member Area Loads (BLC 6 : WIND LOAD CASE B1) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]1 N69 N1 N5 N73 PX A-B -4.42N73N5N14N82PerpA-B -63N82N14N9N77PerpA-B -3.84N72N4N9N77PXA-B -4.45N69N72N77N73PZA-B -1.56N73N75N82PZA-B -1.57N77N75N82PZA-B -1.58N4N1N5N9PZA-B -3.39N5N7N14ZA-B -3.310N7N9N14ZA-B -3.3 Member Area Loads (BLC 7 : WIND LOAD CASE B2) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]1 N69 N1 N5 N73 PX A-B -1.92N73N5N14N82PerpA-B -3.5 RISA-3D Version 17.0.4 Page 10 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 20 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Member Area Loads (BLC 7 : WIND LOAD CASE B2) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf]3 N82 N14 N9 N77 Perp A-B -1.34N72N4N9N77PXA-B -1.95N69N72N77N73PZA-B -46N73N75N82PZA-B -47N77N75N82PZA-B -48N4N1N5N9PZA-B -.89N5N7N14ZA-B -.810N7N9N14ZA-B -.8 Basic Load Cases BLC Description Category X ... Y Grav...Z Gr... Joint Point Distribu...Area(M...Surface...1 DEAD LOAD DL 22SNOW LOAD SL 23LIVE LOAD HANGING RLL 8 164WIND LOAD CASE A1 None 45WIND LOAD CASE A2 None 46WIND LOAD CASE B1 None 107WIND LOAD CASE B2 None 108BLC 1 Transient Area Loads None 3529BLC 4 Transient Area Loads None 72010BLC 5 Transient Area Loads None 72011BLC 6 Transient Area Loads None 85612BLC 7 Transient Area Loads None 856 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Fact...BLC Factor B...F... B...F... B...F... B...F... B...F... B...F... B...F...1 ASCE 3 (a) (a)Yes Y DL 1 RLL 12ASCE 5 (a)Yes Y DL 1 4 13ASCE 6 (a)Yes Y DL 1 4 .75 RLL .754ASCE 7 Yes Y DL .6 4 15ASCE 5 (a)Yes Y DL 1 5 16ASCE 6 (a)Yes Y DL 1 5 .75 RLL .757ASCE 7 Yes Y DL .6 5 18ASCE 5 (a)Yes Y DL 1 6 19ASCE 6 (a)Yes Y DL 1 6 .75 RLL .7510ASCE 7 Yes Y DL .6 6 111ASCE 5 (a)Yes Y DL 1 7 112ASCE 6 (a)Yes Y DL 1 7 .75 RLL .7513ASCE 7 Yes Y DL .6 7 114WIND A1 Y 4 115WIND A2 Y 5 116WIND B1 Y 6 117WIND B2 Y 7 118DLYDL1 Load Combination Design Description ASIF CD Service Hot Rol...Cold Form... Wood Concrete Masonry Aluminum Stainless Connection1ASCE 3 (a) (a)Yes Yes Yes Yes Yes Yes Yes2ASCE 5 (a)Yes Yes Yes Yes Yes Yes Yes3ASCE 6 (a)Yes Yes Yes Yes Yes Yes Yes4ASCE 7 Yes Yes Yes Yes Yes Yes Yes5ASCE 5 (a)Yes Yes Yes Yes Yes Yes Yes RISA-3D Version 17.0.4 Page 11 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 21 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Load Combination Design (Continued) Description ASIF CD Service Hot Rol...Cold Form... Wood Concrete Masonry Aluminum Stainless Connection6ASCE 6 (a)Yes Yes Yes Yes Yes Yes Yes7ASCE 7 Yes Yes Yes Yes Yes Yes Yes8ASCE 5 (a)Yes Yes Yes Yes Yes Yes Yes9ASCE 6 (a)Yes Yes Yes Yes Yes Yes Yes10ASCE 7 Yes Yes Yes Yes Yes Yes Yes11ASCE 5 (a)Yes Yes Yes Yes Yes Yes Yes12ASCE 6 (a)Yes Yes Yes Yes Yes Yes Yes13ASCE 7 Yes Yes Yes Yes Yes Yes Yes14WIND A1 Yes Yes Yes Yes Yes Yes Yes15WIND A2 Yes Yes Yes Yes Yes Yes Yes16WIND B1 Yes Yes Yes Yes Yes Yes Yes17WIND B2 Yes Yes Yes Yes Yes Yes Yes18DLYesYesYesYesYesYesYes Envelope Joint Reactions Joint X [k] LC Y [k]LC Z [k] LC MX [k-in] LC MY [k-in] LC MZ [k-i...LC1N1m....673 8 1.849 12 .146 8 0 13 0 13 0 132min-.321 7 -1.131 4 -.285 4 0 1 0 1 0 13N4m....894 10 1.516 1 .14 8 0 13 0 13 0 134min-.09 1 -2.378 10 -.439 4 0 1 0 1 0 15N69m....702 8 1.516 1 .598 13 0 13 0 13 0 136min-.321 7 -1.131 4 -.011 1 0 1 0 1 0 17N15m....384 8 .511 1 .631 11 0 13 0 13 0 138min-.657 7 -1.663 10 -.032 4 0 1 0 1 0 19N16m....793 10 .511 1 .397 12 0 13 0 13 0 1310min-.279 1 -.481 10 -.025 4 0 1 0 1 0 111N72m....924 10 1.516 1 1.025 10 0 13 0 13 0 1312min-.09 1 -3.25 10 -.011 1 0 1 0 1 0 113N60m....389 9 .511 1 .046 10 0 13 0 13 0 1314min-.657 7 -.909 10 -.299 1 0 1 0 1 0 115N61m....741 10 .795 11 .031 10 0 13 0 13 0 1316min-.279 1 -.323 4 -.299 1 0 1 0 1 0 117N70m....809 8 .306 1 .475 13 0 13 0 13 0 1318min-.059 7 -.461 10 -.002 1 0 1 0 1 0 119N71m....82 8 .306 1 .476 13 0 13 0 13 0 1320min-.048 6 -.168 4 -.002 5 0 1 0 1 0 121N2m....813 8 .306 1 .392 10 0 13 0 13 0 1322min-.059 7 -.472 10 -.003 4 0 1 0 1 0 123N3m....82 8 .306 1 .396 10 0 13 0 13 0 1324min-.048 6 -.168 4 0 3 0 1 0 1 0 125N52m...1.096 10 1.223 1 .025 13 0 13 0 13 0 1326min-.529 1 -1.178 4 -.014 1 0 1 0 1 0 127N25m...1.121 10 1.223 1 .036 8 0 13 0 13 0 1328min-.529 1 -1.178 4 -.009 4 0 1 0 1 0 129N51m....529 1 1.224 1 .045 10 0 13 0 13 0 1330min-.791 7 -1.484 4 -.014 1 0 1 0 1 0 131N24m....529 1 1.224 1 .021 12 0 13 0 13 0 1332min-.791 7 -1.515 10 -.016 4 0 1 0 1 0 133N50m....642 1 1.346 1 .025 10 0 13 0 13 0 1334min-.845 7 -1.596 4 0 1 0 1 0 1 0 135N49m...1.263 10 1.346 1 .026 10 0 13 0 13 0 1336min-.642 1 -1.314 4 0 1 0 1 0 1 0 137N41m....642 1 1.346 1 .025 11 0 13 0 13 0 1338min-.845 7 -1.596 4 -.002 4 0 1 0 1 0 139N40m...1.263 10 1.346 1 .024 13 0 13 0 13 0 13 RISA-3D Version 17.0.4 Page 12 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 22 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Joint Reactions (Continued) Joint X [k] LC Y [k]LC Z [k] LC MX [k-in] LC MY [k-in] LC MZ [k-i...LC40min-.642 1 -1.314 4 -.002 4 0 1 0 1 0 141N87m....652 8 .259 1 .274 8 0 13 0 13 0 1342min-.022 5 -.176 4 -.011 4 0 1 0 1 0 143N88m....65 8 .259 1 .339 13 0 13 0 13 0 1344min-.022 5 -.176 4 -.01 1 0 1 0 1 0 145Totals:m...15.52 10 20.128 1 4.156 1346min-3.385 5 -21.474 4 0 1 Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC111max1.639 12 .271 7 .146 8 .424 1 .098 9 1.581 12min-.984 4 -.332 8 -.006 4 -.701 10 -.154 4 -.943 432max1.639 12 .139 7 .067 8 .424 1 4.292 8 11.234 84min-.984 4 -.214 8 -.006 4 -.701 10 -.373 4 -8.681 753max1.639 12 .008 7 .003 1 .424 1 5.339 8 17.326 86min-.984 4 -.096 9 -.014 10 -.701 10 -.591 4 -11.573 774max1.639 12 .037 10 .003 1 .424 1 3.24 8 18.755 88min-.984 4 -.133 5 -.094 10 -.701 10 -.81 4 -9.274 795max1.639 12 .155 10 .003 1 .424 1 .539 1 16.189 910min-.984 4 -.265 5 -.174 10 -.701 10 -2.142 10 -1.784 71121max1.471 1 .039 1 .146 8 1.966 10 .133 8 3.026 1012min-2.011 10 -.396 10 -.004 4 -.425 1 -.097 4 -1.581 1132max1.471 1 .039 1 .066 8 1.966 10 4.303 8 16.267 1014min-2.011 10 -.277 10 -.004 4 -.425 1 -.248 4 -3.103 1153max1.471 1 .039 1 .003 1 1.966 10 5.327 8 24.848 1016min-2.011 10 -.159 10 -.015 10 -.425 1 -.398 4 -4.625 1174max1.471 1 .066 6 .003 1 1.966 10 3.204 8 28.767 1018min-2.011 10 -.04 10 -.095 10 -.425 1 -.549 4 -6.146 1195max1.471 1 .169 2 .003 1 1.966 10 .502 1 28.024 1020min-2.011 10 .012 13 -.175 10 -.425 1 -2.24 10 -7.668 12131max2.896 1 .184 1 .034 10 2.186 4 .842 4 17.599 822min-.284 4 -.245 4 -.003 3 -1.285 1 -.392 8 -.557 7232max2.854 1 .103 9 0 7 2.186 4 .596 4 20.323 1024min-.31 4 -.012 7 -.012 8 -1.285 1 -.53 1 -4.038 1253max2.81 1 .343 10 .18 8 2.186 4 .35 4 7.101 1026min-.336 4 -.27 1 -.028 2 -2.69 8 -1.662 8 -7.715 1274max2.729 1 .014 1 .069 4 1.883 10 4.01 1 1.575 428min-.612 10 -.064 10 -.245 10 -2.2 11 -4.389 10 -.531 1295max2.643 1 .227 4 .133 10 -.665 4 6.367 10 3.586 130min-.631 10 -.106 1 -.102 1 -2.2 11 -4.012 1 -7.453 103141max2.896 1 .184 1 .003 1 1.334 1 2.423 8 5.997 132min-.964 10 -.3 10 -.055 10 -1.185 4 -.105 7 -27.72 10332max2.854 1 .068 1 .003 1 1.334 1 .495 1 2.667 734min-.989 10 -.17 10 -.012 13 -1.185 4 -.461 4 -10.772 8353max2.81 1 .105 4 .014 3 1.334 1 .76 1 3.292 436min-1.015 10 -.276 12 -.14 8 -1.185 4 -.913 4 -7.71 1374max2.728 1 .075 8 .276 10 1.061 1 4.831 10 2.006 1038min-.72 10 .002 6 -.028 7 -1.988 10 -4.02 1 -1.267 5395max2.642 1 .205 10 .103 1 .846 1 4.042 1 3.585 140min-.683 10 -.106 1 -.126 10 -1.269 13 -5.375 10 -8.707 104151max.728 1 .612 7 .011 1 .595 8 0 10 7.082 142min-1.287 10 -.363 8 -.036 10 -.07 7 0 1 -6.39 4432max.728 1 .349 7 .011 1 .595 8 .427 1 14.439 144min-1.287 10 -.187 1 -.036 10 -.07 7 -1.436 10 -22.079 7453max.728 1 .185 4 .011 1 .595 8 .855 1 21.795 1 RISA-3D Version 17.0.4 Page 13 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 23 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC46min-1.287 10 -.187 1 -.036 10 -.07 7 -2.873 10 -31.159 4474max.728 1 .393 10 .011 1 .595 8 1.282 1 29.152 148min-1.287 10 -.242 6 -.036 10 -.07 7 -4.309 10 -35.915 4495max.728 1 .63 10 .011 1 .595 8 1.709 1 36.509 150min-1.287 10 -.491 5 -.036 10 -.07 7 -5.746 10 -35.586 45161max.728 1 .187 1 .014 12 .971 8 0 4 7.9 1052min-.481 10 -.662 10 -.006 4 -.172 1 0 12 -7.083 1532max.728 1 .187 1 .014 12 .971 8 .543 12 29.288 1054min-.481 10 -.425 10 -.006 4 -.172 1 -.221 4 -14.443 1553max.728 1 .187 1 .014 12 .971 8 1.086 12 41.353 1056min-.481 10 -.188 10 -.006 4 -.172 1 -.443 4 -21.803 1574max.728 1 .187 1 .014 12 .971 8 1.629 12 44.095 1058min-.481 10 .049 10 -.006 4 -.172 1 -.664 4 -29.163 1595max.728 1 .331 8 .014 12 .971 8 2.172 12 37.513 1060min-.481 10 .152 13 -.006 4 -.172 1 -.886 4 -36.523 16171max2.691 1 .545 1 .045 12 6.622 4 2.068 4 33.006 162min-1.199 10 -.853 4 -.017 4 -6.225 1 -5.244 12 -30.786 4632max2.607 1 .312 1 .045 12 6.622 4 .768 4 23.551 1064min-1.25 10 -.361 4 -.017 4 -6.225 1 -1.672 12 -.911 1653max2.519 1 .169 10 .045 12 6.622 4 1.9 12 40.135 1066min-1.484 10 .038 11 -.017 4 -6.225 1 -.531 4 -27.303 1674max2.214 1 .439 4 .155 1 4.043 4 1.556 10 26.105 1068min-1.657 10 -.32 1 -.017 11 -6.002 8 -.815 1 -15.057 1695max2.029 1 .931 4 .155 1 .002 1 11.34 1 19.961 170min-1.71 10 -.562 1 -.131 10 -6.002 8 -9.109 4 -31.735 47181max2.691 1 .545 1 .041 10 6.216 1 4.19 1 33.019 172min.094 4 -.599 4 -.034 1 -5.256 4 -5.298 10 -38.005 10732max2.607 1 .312 1 .041 10 6.216 1 1.499 1 1.857 474min.043 4 -.254 4 -.034 1 -5.256 4 -2.1 10 -14.227 11753max2.519 1 .122 3 .04 4 6.216 1 1.366 4 17.514 476min.077 7 -.098 9 -.053 10 -5.323 4 -1.192 1 -27.327 1774max2.214 1 .31 4 .217 10 5.514 1 .819 1 7.022 478min.026 5 -.321 1 -.155 1 -5.323 4 -3.074 10 -16.323 12795max2.029 1 .668 4 .217 10 .021 1 14.008 10 19.962 180min-.061 5 -.562 1 -.155 1 -4.106 8 -11.35 1 -32.045 48191max1.471 1 .271 7 .183 13 .125 7 .287 13 1.581 182min-.984 4 -.333 8 -.003 1 -1.746 11 -.08 1 -.943 4832max1.471 1 .139 7 .086 13 .125 7 5.583 13 11.369 884min-.984 4 -.214 8 -.003 1 -1.746 11 -.195 1 -8.681 7853max1.471 1 .008 7 .006 4 .125 7 7.064 13 17.474 886min-.984 4 -.096 9 -.012 11 -1.746 11 -.31 1 -11.573 7874max1.471 1 .036 10 .006 4 .125 7 4.732 13 18.919 888min-.984 4 -.133 5 -.108 11 -1.746 11 -.424 1 -9.274 7895max1.471 1 .155 10 .006 4 .125 7 1.029 4 16.325 990min-.984 4 -.265 5 -.205 11 -1.746 11 -1.545 11 -1.784 791101max1.471 1 .039 1 .182 13 .808 11 .261 13 2.911 1092min-2.12 10 -.395 10 -.003 1 -.6 4 -.075 1 -1.581 1932max1.471 1 .039 1 .085 13 .808 11 5.502 13 16.126 1094min-2.12 10 -.276 10 -.003 1 -.6 4 -.181 1 -3.103 1953max1.471 1 .039 1 .004 4 .808 11 6.93 13 24.678 1096min-2.12 10 -.158 10 -.013 11 -.6 4 -.288 1 -4.625 1974max1.471 1 .066 6 .004 4 .808 11 4.543 13 28.569 1098min-2.12 10 -.04 10 -.11 11 -.6 4 -.395 1 -6.146 1995max1.471 1 .169 2 .004 4 .808 11 .7 4 27.799 10100min-2.12 10 .012 13 -.207 11 -.6 4 -1.822 11 -7.668 1101111max2.896 1 .184 1 .058 11 1.285 1 .333 1 17.768 8102min-.284 4 -.245 4 0 7 -2.186 4 -2.606 13 -.557 7 RISA-3D Version 17.0.4 Page 14 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 24 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC1032max2.854 1 .107 9 .014 8 1.285 1 .53 1 20.131 10104min-.31 4 -.012 7 0 7 -2.186 4 -.596 4 -4.038 11053max2.81 1 .322 10 .216 13 1.285 1 .726 1 6.251 10106min-.336 4 -.27 1 -.063 1 -2.186 4 -1.226 13 -7.715 11074max2.729 1 .014 1 .102 1 2.169 11 2.866 4 1.575 4108min-.512 4 -.058 8 -.277 11 -.813 4 -4.288 12 -1.128 81095max2.643 1 .227 4 .118 12 1.713 12 5.244 12 3.586 1110min-.506 4 -.106 1 -.069 4 .665 4 -2.547 4 -7.138 4111121max2.896 1 .184 1 .006 4 1.185 4 1.364 13 5.997 1112min-.777 10 -.295 10 -.044 11 -1.334 1 -.23 1 -27.471 101132max2.854 1 .068 1 .01 13 1.185 4 .461 4 2.667 7114min-.803 10 -.165 10 -.003 1 -1.334 1 -.495 1 -10.917 81153max2.81 1 .105 4 .063 1 2.619 13 2.192 13 3.292 4116min-.829 10 -.286 12 -.243 13 -1.334 1 -.76 1 -7.71 11174max2.728 1 .075 8 .261 11 2.064 10 4.158 12 1.652 10118min-.554 4 .002 6 -.103 1 -1.499 12 -2.963 4 -1.267 51195max2.642 1 .196 4 .062 4 2.064 10 1.919 4 3.585 1120min-.529 4 -.106 1 -.129 12 -.846 1 -6.499 11 -7.823 4121131max.728 1 .612 7 .022 10 .07 7 0 1 7.082 1122min-.905 10 -.382 8 -.011 1 -1.008 8 0 10 -6.39 41232max.728 1 .349 7 .022 10 .07 7 .881 10 14.439 1124min-.905 10 -.187 1 -.011 1 -1.008 8 -.427 1 -22.079 71253max.728 1 .185 4 .022 10 .07 7 1.762 10 21.795 1126min-.905 10 -.187 1 -.011 1 -1.008 8 -.855 1 -31.159 41274max.728 1 .377 10 .022 10 .07 7 2.643 10 29.152 1128min-.905 10 -.242 6 -.011 1 -1.008 8 -1.282 1 -35.915 41295max.728 1 .614 10 .022 10 .07 7 3.524 10 36.509 1130min-.905 10 -.491 5 -.011 1 -1.008 8 -1.709 1 -35.586 4131141max.791 11 .187 1 .006 4 .172 1 0 12 7.384 10132min-.324 4 -.644 10 -.026 11 -.581 10 0 4 -7.083 11332max.791 11 .187 1 .006 4 .172 1 .221 4 28.086 10134min-.324 4 -.407 10 -.026 11 -.581 10 -1.032 11 -14.443 11353max.791 11 .187 1 .006 4 .172 1 .443 4 39.464 10136min-.324 4 -.172 4 -.026 11 -.581 10 -2.063 11 -21.803 11374max.791 11 .187 1 .006 4 .172 1 .664 4 41.519 10138min-.324 4 .054 4 -.026 11 -.581 10 -3.095 11 -29.163 11395max.791 11 .349 8 .006 4 .172 1 .886 4 34.251 10140min-.324 4 .154 7 -.026 11 -.581 10 -4.126 11 -36.523 1141151max2.691 1 .545 1 .017 4 6.225 1 4.163 1 33.006 1142min-1.152 10 -.853 4 -.034 1 -6.622 4 -2.068 4 -30.786 41432max2.607 1 .312 1 .017 4 6.225 1 1.49 1 26.267 10144min-1.203 10 -.361 4 -.034 1 -6.622 4 -.768 4 -.911 11453max2.519 1 .175 10 .037 11 6.225 1 .531 4 42.17 10146min-1.402 10 .041 11 -.034 1 -6.622 4 -1.183 1 -27.303 11474max2.214 1 .471 10 .025 9 5.506 1 2.718 11 24.575 10148min-1.549 10 -.32 1 -.16 12 -4.043 4 -.218 7 -15.057 11495max2.029 1 .962 10 .119 4 4.921 8 9.109 4 19.961 1150min-1.635 8 -.562 1 -.16 12 -.002 1 -11.34 1 -32.476 10151161max2.691 1 .545 1 .034 1 5.256 4 7.913 10 33.019 1152min.094 4 -.599 4 -.068 10 -6.216 1 -4.19 1 -34.649 101532max2.607 1 .312 1 .034 1 5.256 4 2.607 10 1.857 4154min.043 4 -.254 4 -.068 10 -6.216 1 -1.499 1 -11.284 111553max2.519 1 .122 3 .034 1 5.323 4 1.192 1 17.514 4156min.077 7 .005 13 -.068 10 -6.216 1 -2.699 10 -27.327 11574max2.214 1 .31 4 .155 1 5.323 4 .782 4 7.022 4158min.026 5 -.321 1 -.153 4 -5.514 1 -1.599 11 -17.828 121595max2.029 1 .668 4 .155 1 5.149 8 11.35 1 19.962 1 RISA-3D Version 17.0.4 Page 15 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 25 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC160min-.061 5 -.562 1 -.153 4 -.021 1 -11.225 4 -33.06 10161171max.347 1 .427 11 .11 8 .156 1 0 7 .104 1162min-.559 10 -.001 1 -.011 7 -.952 13 0 8 -2.223 131632max.347 1 .199 11 .11 8 .156 1 6.074 8 .178 1164min-.559 10 -.001 1 -.011 7 -.952 13 -.6 7 -19.565 131653max.347 1 .003 4 .11 8 .156 1 12.148 8 .253 1166min-.559 10 -.028 13 -.011 7 -.952 13 -1.2 7 -24.293 131674max.407 1 .016 1 .026 7 3.063 11 14.86 8 .887 1168min-.665 10 -.21 13 -.268 8 -.598 4 -1.468 7 -16.187 131695max.407 1 .016 1 .026 7 3.063 11 0 13 0 13170min-.665 10 -.355 13 -.268 8 -.598 4 0 1 0 1171181max.352 12 .428 11 .117 8 1.16 13 0 5 .099 1172min-.188 4 -.001 1 -.008 6 -.136 1 0 8 -2.234 131732max.352 12 .201 11 .117 8 1.16 13 6.508 8 .166 1174min-.188 4 -.001 1 -.008 6 -.136 1 -.451 6 -19.665 131753max.352 12 0 4 .117 8 1.16 13 13.016 8 .233 1176min-.188 4 -.027 13 -.008 6 -.136 1 -.903 6 -24.482 131774max.424 12 .012 1 .02 6 .728 4 15.922 8 .653 1178min-.21 4 -.213 13 -.287 8 -3.904 11 -1.104 6 -16.367 131795max.424 12 .012 1 .02 6 .728 4 0 13 0 13180min-.21 4 -.359 13 -.287 8 -3.904 11 0 1 0 1181191max.347 1 .347 8 .109 8 .129 4 0 7 .159 4182min-.574 10 -.003 4 -.011 7 -.887 8 0 8 -1.672 81832max.347 1 .159 8 .109 8 .129 4 6.045 8 .306 4184min-.574 10 -.003 4 -.011 7 -.887 8 -.6 7 -15.695 81853max.347 1 .001 1 .109 8 .129 4 12.09 8 .454 4186min-.574 10 -.029 10 -.011 7 -.887 8 -1.2 7 -19.311 81874max.407 1 .028 4 .026 7 3.043 10 14.789 8 1.577 4188min-.688 10 -.133 8 -.267 8 -.586 1 -1.468 7 -11.141 81895max.407 1 .028 4 .026 7 3.043 10 0 13 0 13190min-.688 10 -.253 8 -.267 8 -.586 1 0 1 0 1191201max.352 12 .356 8 .118 8 .598 8 0 5 .094 4192min-.188 4 0 4 -.008 6 -.172 4 0 8 -1.833 81932max.352 12 .168 8 .118 8 .598 8 6.545 8 .106 4194min-.188 4 0 4 -.008 6 -.172 4 -.451 6 -16.379 81953max.352 12 .001 1 .118 8 .598 8 13.091 8 .119 4196min-.188 4 -.02 10 -.008 6 -.172 4 -.903 6 -20.518 81974max.422 12 .009 4 .02 6 .812 1 16.013 8 .481 4198min-.21 4 -.186 8 -.289 8 -3.716 10 -1.104 6 -14.077 81995max.422 12 .009 4 .02 6 .812 1 0 13 0 13200min-.21 4 -.306 8 -.289 8 -3.716 10 0 1 0 1201211max1.222 1 .709 7 .004 1 .195 9 0 4 13.445 1202min-1.507 10 -.421 9 -.014 10 -.11 7 0 1 -11.57 42032max1.222 1 .469 4 .004 1 .195 9 .16 1 29.084 1204min-1.507 10 -.397 1 -.014 10 -.11 7 -.553 10 -32.582 42053max1.222 1 .34 4 .004 1 .195 9 .32 1 44.722 1206min-1.507 10 -.397 1 -.014 10 -.11 7 -1.106 10 -48.508 42074max1.222 1 .44 10 .004 1 .195 9 .48 1 60.361 1208min-1.507 10 -.397 1 -.014 10 -.11 7 -1.658 10 -59.349 42095max1.222 1 .676 10 .004 1 .195 9 .639 1 75.999 1210min-1.507 10 -.482 6 -.014 10 -.11 7 -2.211 10 -65.105 4211221max1.058 1 .754 1 .058 12 4.287 4 2.075 7 71.78 1212min-1.125 10 -1.022 4 -.018 7 -5.13 1 -6.572 12 -58.832 42132max.974 1 .521 1 .058 12 4.287 4 .697 7 28.976 9214min-1.176 10 -.529 4 -.018 7 -5.13 1 -2.01 12 -.913 72153max.939 1 .28 1 .058 12 4.638 4 2.552 11 49.489 10216min-1.228 10 -.268 4 -.022 10 -5.955 1 -.681 7 -27.411 1 RISA-3D Version 17.0.4 Page 16 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 26 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC2174max.937 1 .331 10 .169 1 4.638 4 .684 4 43.203 4218min-1.218 10 .058 6 -.037 9 -5.955 1 -1.673 1 -38.261 12195max.849 1 .725 10 .169 1 .68 7 11.612 1 13.37 4220min-1.223 10 -.172 1 -.111 4 -3.637 8 -8.043 4 -33.786 1221231max.849 1 .172 1 .139 4 .575 1 11.61 1 12.528 4222min-1.31 10 -.334 4 -.169 1 -4.63 10 -9.649 4 -33.787 12232max.937 1 .092 11 .139 4 5.951 1 2.219 10 25.511 4224min-1.257 10 -.07 1 -.169 1 -5.365 4 -1.671 1 -38.258 12253max.939 1 .282 4 .018 11 5.951 1 1.469 1 17.035 4226min-1.05 10 -.28 1 -.052 10 -5.365 4 -1.869 10 -29.437 122274max.973 1 .463 4 .06 10 5.13 1 2.854 10 21.423 1228min-.764 10 -.521 1 -.037 1 -4 4 -1.437 1 -34.856 102295max1.058 1 .808 4 .06 10 5.13 1 7.577 10 71.778 1230min-.714 10 -.754 1 -.037 1 -4 4 -4.343 1 -77.94 10231241max1.222 1 -.064 10 .024 8 1.158 10 .497 7 78.17 10232min-1.178 4 -.397 1 -.003 7 -.187 1 -3.767 8 -75.997 12332max1.222 1 .172 10 .024 8 1.158 10 .373 7 76.047 10234min-1.178 4 -.397 1 -.003 7 -.187 1 -2.826 8 -60.359 12353max1.222 1 .409 10 .024 8 1.158 10 .249 7 64.601 10236min-1.178 4 -.397 1 -.003 7 -.187 1 -1.884 8 -44.721 12374max1.222 1 .646 10 .024 8 1.158 10 .124 7 43.833 10238min-1.178 4 -.397 1 -.003 7 -.187 1 -.942 8 -29.083 12395max1.222 1 .883 10 .024 8 1.158 10 0 8 13.741 10240min-1.178 4 -.397 1 -.003 7 -.187 1 0 7 -13.446 1241251max1.222 1 .709 7 .023 8 .11 7 0 1 13.445 1242min-1.48 4 -.434 9 -.004 1 -.96 8 0 8 -11.57 42432max1.222 1 .469 4 .023 8 .11 7 .893 8 29.084 1244min-1.48 4 -.397 1 -.004 1 -.96 8 -.16 1 -32.582 42453max1.222 1 .34 4 .023 8 .11 7 1.785 8 44.722 1246min-1.48 4 -.397 1 -.004 1 -.96 8 -.32 1 -48.508 42474max1.222 1 .425 10 .023 8 .11 7 2.678 8 60.361 1248min-1.48 4 -.397 1 -.004 1 -.96 8 -.48 1 -59.349 42495max1.222 1 .661 10 .023 8 .11 7 3.57 8 75.999 1250min-1.48 4 -.482 6 -.004 1 -.96 8 -.639 1 -65.105 4251261max1.058 1 .754 1 .018 7 5.13 1 4.521 12 71.78 1252min-1.08 10 -1.022 4 -.037 1 -4.287 4 -2.075 7 -58.832 42532max.974 1 .521 1 .018 7 5.13 1 1.745 12 29.951 9254min-1.13 10 -.529 4 -.037 1 -4.287 4 -.697 7 -.913 72553max.939 1 .28 1 .012 10 5.955 1 .681 7 48.455 10256min-1.183 10 -.268 4 -.037 1 -4.638 4 -1.474 1 -27.411 12574max.937 1 .338 10 .029 9 5.955 1 1.673 1 43.203 4258min-1.172 10 .058 6 -.169 1 -4.638 4 -.684 4 -38.261 12595max.849 1 .717 10 .111 4 3.867 8 8.043 4 13.37 4260min-1.175 10 -.172 1 -.169 1 -.68 7 -11.612 1 -33.786 1261271max.849 1 .172 12 .169 1 4.476 8 9.649 4 12.528 4262min-1.26 10 -.334 4 -.139 4 -.575 1 -11.61 1 -33.787 12632max.937 1 .083 11 .169 1 5.365 4 1.671 1 25.511 4264min-1.207 10 -.07 1 -.139 4 -5.951 1 -1.286 4 -38.258 12653max.939 1 .282 4 .061 10 5.365 4 3.794 10 17.035 4266min-1.004 10 -.28 1 -.048 11 -5.951 1 -1.469 1 -30.495 122674max.973 1 .463 4 .037 1 4 4 1.437 1 21.423 1268min-.731 4 -.521 1 -.089 10 -5.13 1 -3.221 10 -33.754 102695max1.058 1 .808 4 .037 1 4 4 4.343 1 71.778 1270min-.68 4 -.754 1 -.089 10 -5.13 1 -10.237 10 -74.985 10271281max1.222 1 -.067 4 .003 7 .187 1 2.448 8 75.221 10272min-1.178 4 -.397 1 -.016 8 -.382 4 -.497 7 -75.997 12732max1.222 1 .159 4 .003 7 .187 1 1.836 8 73.719 10 RISA-3D Version 17.0.4 Page 17 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 27 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC274min-1.178 4 -.397 1 -.016 8 -.382 4 -.373 7 -60.359 12753max1.222 1 .393 10 .003 7 .187 1 1.224 8 62.894 10276min-1.178 4 -.397 1 -.016 8 -.382 4 -.249 7 -44.721 12774max1.222 1 .63 10 .003 7 .187 1 .612 8 42.745 10278min-1.178 4 -.397 1 -.016 8 -.382 4 -.124 7 -29.083 12795max1.222 1 .867 10 .003 7 .187 1 0 13 13.274 10280min-1.178 4 -.397 1 -.016 8 -.382 4 0 1 -13.446 1281291max1.344 1 .738 7 .003 9 .232 7 0 7 16.464 1282min-1.591 4 -.471 1 0 4 -.844 12 0 8 -13.646 42832max1.344 1 .517 4 .003 9 .232 7 .113 9 34.997 1284min-1.591 4 -.471 1 0 4 -.844 12 -.024 4 -36.549 42853max1.344 1 .388 4 .003 9 .232 7 .227 9 53.53 1286min-1.591 4 -.471 1 0 4 -.844 12 -.048 4 -54.367 42874max1.344 1 .444 10 .003 9 .232 7 .34 9 72.063 1288min-1.591 4 -.471 1 0 4 -.844 12 -.071 4 -67.1 42895max1.344 1 .681 10 .003 9 .232 7 .454 9 90.595 1290min-1.591 4 -.499 6 0 4 -.844 12 -.095 4 -74.747 4291301max1.344 1 .471 1 .003 1 .479 1 0 7 16.52 10292min-1.313 4 -.947 10 -.004 13 -.629 4 0 8 -16.464 12932max1.344 1 .471 1 .003 1 .479 1 .112 1 49.161 10294min-1.313 4 -.711 10 -.004 13 -.629 4 -.15 13 -34.997 12953max1.344 1 .471 1 .003 1 .479 1 .224 1 72.479 10296min-1.313 4 -.474 10 -.004 13 -.629 4 -.3 13 -53.53 12974max1.344 1 .471 1 .003 1 .479 1 .336 1 86.474 10298min-1.313 4 -.237 10 -.004 13 -.629 4 -.449 13 -72.063 12995max1.344 1 .471 1 .003 1 .479 1 .448 1 91.146 10300min-1.313 4 -.002 4 -.004 13 -.629 4 -.599 13 -90.596 1301311max1.123 1 .834 1 .011 13 .142 1 .385 1 86.23 1302min-1.116 10 -1.078 4 -.002 3 -.514 10 -.915 13 -68.124 43032max1.039 1 .601 1 .011 13 .142 1 .22 1 36.282 12304min-1.167 10 -.585 4 -.002 3 -.514 10 -.083 7 -4.499 73053max.951 1 .36 1 .012 10 .65 1 .777 11 53.926 10306min-1.219 10 -.343 4 -.002 3 -.514 10 -.176 4 -29.569 13074max.899 1 .306 8 .012 10 .755 9 1.521 10 51.682 4308min-1.187 10 .041 7 -.009 1 -.456 4 -.647 1 -48.605 13095max.811 1 .719 10 .015 1 .755 9 .566 1 25.886 4310min-1.175 10 -.127 1 -.041 10 -.189 7 -1.759 13 -48.379 1311321max1.123 1 .834 1 .002 1 .052 7 2.206 8 86.231 1312min-.784 10 -.876 4 -.021 8 -.183 11 -.393 1 -91.3 103132max1.039 1 .601 1 .002 1 .052 7 .593 10 29.59 1314min-.835 10 -.531 4 -.021 8 -.183 11 -.222 1 -44.469 103153max.951 1 .36 1 .005 9 .57 4 .037 7 17.403 4316min-1.068 10 -.369 4 -.021 11 -.652 1 -1.129 11 -32.765 123174max.899 1 .119 1 .021 10 1.364 10 .646 1 32.763 4318min-1.234 10 -.098 13 -.004 6 -.652 1 -1.244 10 -48.606 13195max.811 1 .283 4 .024 13 1.364 10 .832 13 24.997 4320min-1.287 10 -.165 11 -.015 1 -.554 1 -.565 1 -48.379 1321331max1.344 1 .738 7 0 4 .483 1 0 7 16.464 1322min-1.591 4 -.471 1 -.003 9 -.232 7 0 11 -13.646 43232max1.344 1 .517 4 0 4 .483 1 .024 4 34.997 1324min-1.591 4 -.471 1 -.003 9 -.232 7 -.137 9 -36.549 43253max1.344 1 .388 4 0 4 .483 1 .048 4 53.53 1326min-1.591 4 -.471 1 -.003 9 -.232 7 -.275 9 -54.367 43274max1.344 1 .442 10 0 4 .483 1 .071 4 72.063 1328min-1.591 4 -.471 1 -.003 9 -.232 7 -.412 9 -67.1 43295max1.344 1 .679 10 0 4 .483 1 .095 4 90.595 1330min-1.591 4 -.499 6 -.003 9 -.232 7 -.549 9 -74.747 4 RISA-3D Version 17.0.4 Page 18 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 28 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC331341max1.344 1 .471 1 .003 13 1.262 10 0 7 16.569 10332min-1.313 4 -.945 10 -.003 1 -.479 1 0 11 -16.464 13332max1.344 1 .471 1 .003 13 1.262 10 .118 13 49.109 10334min-1.313 4 -.708 10 -.003 1 -.479 1 -.112 1 -34.997 13353max1.344 1 .471 1 .003 13 1.262 10 .237 13 72.327 10336min-1.313 4 -.471 10 -.003 1 -.479 1 -.224 1 -53.53 13374max1.344 1 .471 1 .003 13 1.262 10 .355 13 86.222 10338min-1.313 4 -.235 10 -.003 1 -.479 1 -.336 1 -72.063 13395max1.344 1 .471 1 .003 13 1.262 10 .473 13 90.793 10340min-1.313 4 -.002 4 -.003 1 -.479 1 -.448 1 -90.596 1341351max1.123 1 .834 1 .021 8 .348 10 .125 7 86.23 1342min-1.093 10 -1.078 4 0 7 -.142 1 -2.183 8 -68.124 43432max1.039 1 .601 1 .021 8 .348 10 .083 7 36.13 12344min-1.144 10 -.585 4 0 7 -.142 1 -.506 8 -4.499 73453max.951 1 .36 1 .021 8 .456 4 1.171 8 53.228 10346min-1.196 10 -.343 4 -.011 4 -.65 1 -.054 1 -29.569 13474max.899 1 .299 8 .009 1 .456 4 .886 12 51.682 4348min-1.152 10 .041 7 -.011 4 -1.085 9 -.68 4 -48.605 13495max.811 1 .702 10 .018 4 .189 7 .752 4 25.886 4350min-1.132 10 -.127 1 -.016 12 -1.085 9 -.566 1 -48.379 1351361max1.123 1 .834 1 .003 4 .403 11 .625 11 86.231 1352min-.771 4 -.876 4 -.008 11 -.052 7 -.512 4 -90.91 103532max1.039 1 .601 1 .003 4 .403 11 .222 1 29.59 1354min-.822 4 -.531 4 -.008 11 -.052 7 -.265 4 -44.657 103553max.951 1 .36 1 .007 4 .652 1 .052 1 17.403 4356min-1.031 10 -.369 4 -.008 11 -.57 4 -.75 10 -33.186 123574max.899 1 .119 1 .033 8 .652 1 .567 4 32.763 4358min-1.191 10 -.105 13 -.011 4 -.969 10 -1.088 11 -48.606 13595max.811 1 .283 4 .033 8 .554 1 1.623 8 24.997 4360min-1.244 10 -.18 11 -.011 4 -.969 10 -.282 4 -48.379 1361371max06013013.001 7 0 13 0 13362min-.618 10 0 1 0 1 0 9 0 1 0 13632max06013013.001 7 0 13 0 13364min-.618 10 0 1 0 1 0 9 0 1 0 13653max06013013.001 7 0 13 0 13366min-.618 10 0 1 0 1 0 9 0 1 0 13674max06013013.001 7 0 13 0 13368min-.618 10 0 1 0 1 0 9 0 1 0 13695max06013013.001 7 0 13 0 13370min-.618 10 0 1 0 1 0 9 0 1 0 1371381max013013013.001 1 0 13 0 13372min-.354 1 0 1 0 1 0 6 0 1 0 13732max013013013.001 1 0 13 0 13374min-.354 1 0 1 0 1 0 6 0 1 0 13753max013013013.001 1 0 13 0 13376min-.354 1 0 1 0 1 0 6 0 1 0 13774max013013013.001 1 0 13 0 13378min-.354 1 0 1 0 1 0 6 0 1 0 13795max013013013.001 1 0 13 0 13380min-.354 1 0 1 0 1 0 6 0 1 0 1381391max0701301306013013382min-.789 11 0 1 0 1 -.001 9 0 1 0 13832max0701301306013013384min-.789 11 0 1 0 1 -.001 9 0 1 0 13853max0701301306013013386min-.789 11 0 1 0 1 -.001 9 0 1 0 13874max0701301306013013 RISA-3D Version 17.0.4 Page 19 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 29 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC388min-.789 11 0 1 0 1 -.001 9 0 1 0 13895max0701301306013013390min-.789 11 0 1 0 1 -.001 9 0 1 0 1391401max013013013013013013392min-.347 4 0 1 0 1 -.001 7 0 1 0 13932max013013013013013013394min-.347 4 0 1 0 1 -.001 7 0 1 0 13953max013013013013013013396min-.347 4 0 1 0 1 -.001 7 0 1 0 13974max013013013013013013398min-.347 4 0 1 0 1 -.001 7 0 1 0 13995max013013013013013013400min-.347 4 0 1 0 1 -.001 7 0 1 0 1401411max0601301306013013402min-1.196 10 0 1 0 1 -.002 10 0 1 0 14032max0601301306013013404min-1.196 10 0 1 0 1 -.002 10 0 1 0 14053max0601301306013013406min-1.196 10 0 1 0 1 -.002 10 0 1 0 14074max0601301306013013408min-1.196 10 0 1 0 1 -.002 10 0 1 0 14095max0601301306013013410min-1.196 10 0 1 0 1 -.002 10 0 1 0 1411421max013013013013013013412min-.354 1 0 1 0 1 -.001 1 0 1 0 14132max013013013013013013414min-.354 1 0 1 0 1 -.001 1 0 1 0 14153max013013013013013013416min-.354 1 0 1 0 1 -.001 1 0 1 0 14174max013013013013013013418min-.354 1 0 1 0 1 -.001 1 0 1 0 14195max013013013013013013420min-.354 1 0 1 0 1 -.001 1 0 1 0 1421431max010013013.001 1 0 13 0 13422min-.468 12 0 1 0 1 -.002 8 0 1 0 14232max010013013.001 1 0 13 0 13424min-.468 12 0 1 0 1 -.002 8 0 1 0 14253max010013013.001 1 0 13 0 13426min-.468 12 0 1 0 1 -.002 8 0 1 0 14274max010013013.001 1 0 13 0 13428min-.468 12 0 1 0 1 -.002 8 0 1 0 14295max010013013.001 1 0 13 0 13430min-.468 12 0 1 0 1 -.002 8 0 1 0 1431441max013013013.001 4 0 13 0 13432min-.541 4 0 1 0 1 0 1 0 1 0 14332max013013013.001 4 0 13 0 13434min-.541 4 0 1 0 1 0 1 0 1 0 14353max013013013.001 4 0 13 0 13436min-.541 4 0 1 0 1 0 1 0 1 0 14374max013013013.001 4 0 13 0 13438min-.541 4 0 1 0 1 0 1 0 1 0 14395max013013013.001 4 0 13 0 13440min-.541 4 0 1 0 1 0 1 0 1 0 1441451max01201301304013013442min-3.871 10 0 1 0 1 -.001 11 0 1 0 14432max01201301304013013444min-3.871 10 0 1 0 1 -.001 11 0 1 0 1 RISA-3D Version 17.0.4 Page 20 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 30 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC4453max01201301304013013446min-3.871 10 0 1 0 1 -.001 11 0 1 0 14474max01201301304013013448min-3.871 10 0 1 0 1 -.001 11 0 1 0 14495max01201301304013013450min-3.871 10 0 1 0 1 -.001 11 0 1 0 1451461max013013013012013013452min-2.76 1 0 1 0 1 0 2 0 1 0 14532max013013013012013013454min-2.76 1 0 1 0 1 0 2 0 1 0 14553max013013013012013013456min-2.76 1 0 1 0 1 0 2 0 1 0 14574max013013013012013013458min-2.76 1 0 1 0 1 0 2 0 1 0 14595max013013013012013013460min-2.76 1 0 1 0 1 0 2 0 1 0 1461471max013013013013013013462min-2.359 4 0 1 0 1 -.001 10 0 1 0 14632max013013013013013013464min-2.359 4 0 1 0 1 -.001 10 0 1 0 14653max013013013013013013466min-2.359 4 0 1 0 1 -.001 10 0 1 0 14674max013013013013013013468min-2.359 4 0 1 0 1 -.001 10 0 1 0 14695max013013013013013013470min-2.359 4 0 1 0 1 -.001 10 0 1 0 1471481max01001301308013013472min-2.76 1 0 1 0 1 0 1 0 1 0 14732max01001301308013013474min-2.76 1 0 1 0 1 0 1 0 1 0 14753max01001301308013013476min-2.76 1 0 1 0 1 0 1 0 1 0 14774max01001301308013013478min-2.76 1 0 1 0 1 0 1 0 1 0 14795max01001301308013013480min-2.76 1 0 1 0 1 0 1 0 1 0 1481491max01001301301013013482min-2.76 1 0 1 0 1 -.001 8 0 1 0 14832max01001301301013013484min-2.76 1 0 1 0 1 -.001 8 0 1 0 14853max01001301301013013486min-2.76 1 0 1 0 1 -.001 8 0 1 0 14874max01001301301013013488min-2.76 1 0 1 0 1 -.001 8 0 1 0 14895max01001301301013013490min-2.76 1 0 1 0 1 -.001 8 0 1 0 1491501max013013013.002 10 0 13 0 13492min-2.359 4 0 1 0 1 0 1 0 1 0 14932max013013013.002 10 0 13 0 13494min-2.359 4 0 1 0 1 0 1 0 1 0 14953max013013013.002 10 0 13 0 13496min-2.359 4 0 1 0 1 0 1 0 1 0 14974max013013013.002 10 0 13 0 13498min-2.359 4 0 1 0 1 0 1 0 1 0 14995max013013013.002 10 0 13 0 13500min-2.359 4 0 1 0 1 0 1 0 1 0 1501511max012013013011013013 RISA-3D Version 17.0.4 Page 21 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 31 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC502min-3.436 4 0 1 0 1 0 4 0 1 0 15032max012013013011013013504min-3.436 4 0 1 0 1 0 4 0 1 0 15053max012013013011013013506min-3.436 4 0 1 0 1 0 4 0 1 0 15074max012013013011013013508min-3.436 4 0 1 0 1 0 4 0 1 0 15095max012013013011013013510min-3.436 4 0 1 0 1 0 4 0 1 0 1511521max013013013013013013512min-2.76 1 0 1 0 1 0 12 0 1 0 15132max013013013013013013514min-2.76 1 0 1 0 1 0 12 0 1 0 15153max013013013013013013516min-2.76 1 0 1 0 1 0 12 0 1 0 15174max013013013013013013518min-2.76 1 0 1 0 1 0 12 0 1 0 15195max013013013013013013520min-2.76 1 0 1 0 1 0 12 0 1 0 1521531max.04 4 0 13 0 13 .648 1 0 13 0 13522min-.198 8 0 1 0 1 -.641 4 0 1 0 15232max.04 4 0 13 0 13 .648 1 0 13 0 13524min-.198 8 0 1 0 1 -.641 4 0 1 0 15253max.04 4 0 13 0 13 .648 1 0 13 0 13526min-.198 8 0 1 0 1 -.641 4 0 1 0 15274max.04 4 0 13 0 13 .648 1 0 13 0 13528min-.198 8 0 1 0 1 -.641 4 0 1 0 15295max.04 4 0 13 0 13 .648 1 0 13 0 13530min-.198 8 0 1 0 1 -.641 4 0 1 0 1531541max.025 4 0 13 0 13 1.516 1 0 13 0 13532min-.138 8 0 1 0 1 -1.267 4 0 1 0 15332max.025 4 0 13 0 13 1.516 1 0 13 0 13534min-.138 8 0 1 0 1 -1.267 4 0 1 0 15353max.025 4 0 13 0 13 1.516 1 0 13 0 13536min-.138 8 0 1 0 1 -1.267 4 0 1 0 15374max.025 4 0 13 0 13 1.516 1 0 13 0 13538min-.138 8 0 1 0 1 -1.267 4 0 1 0 15395max.025 4 0 13 0 13 1.516 1 0 13 0 13540min-.138 8 0 1 0 1 -1.267 4 0 1 0 1541551max.215 13 0 13 0 13 .641 4 0 13 0 13542min-.072 1 0 1 0 1 -.648 1 0 1 0 15432max.215 13 0 13 0 13 .641 4 0 13 0 13544min-.072 1 0 1 0 1 -.648 1 0 1 0 15453max.215 13 0 13 0 13 .641 4 0 13 0 13546min-.072 1 0 1 0 1 -.648 1 0 1 0 15474max.215 13 0 13 0 13 .641 4 0 13 0 13548min-.072 1 0 1 0 1 -.648 1 0 1 0 15495max.215 13 0 13 0 13 .641 4 0 13 0 13550min-.072 1 0 1 0 1 -.648 1 0 1 0 1551561max.066 4 0 13 0 13 .499 4 0 13 0 13552min-.122 8 0 1 0 1 -.648 1 0 1 0 15532max.066 4 0 13 0 13 .499 4 0 13 0 13554min-.122 8 0 1 0 1 -.648 1 0 1 0 15553max.066 4 0 13 0 13 .499 4 0 13 0 13556min-.122 8 0 1 0 1 -.648 1 0 1 0 15574max.066 4 0 13 0 13 .499 4 0 13 0 13558min-.122 8 0 1 0 1 -.648 1 0 1 0 1 RISA-3D Version 17.0.4 Page 22 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 32 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC5595max.066 4 0 13 0 13 .499 4 0 13 0 13560min-.122 8 0 1 0 1 -.648 1 0 1 0 1561571max.018 4 0 13 0 13 1.32 4 0 13 0 13562min-.153 8 0 1 0 1 -1.516 1 0 1 0 15632max.018 4 0 13 0 13 1.32 4 0 13 0 13564min-.153 8 0 1 0 1 -1.516 1 0 1 0 15653max.018 4 0 13 0 13 1.32 4 0 13 0 13566min-.153 8 0 1 0 1 -1.516 1 0 1 0 15674max.018 4 0 13 0 13 1.32 4 0 13 0 13568min-.153 8 0 1 0 1 -1.516 1 0 1 0 15695max.018 4 0 13 0 13 1.32 4 0 13 0 13570min-.153 8 0 1 0 1 -1.516 1 0 1 0 1571581max.266 13 0 13 0 13 .648 1 0 13 0 13572min-.072 1 0 1 0 1 -.499 4 0 1 0 15732max.266 13 0 13 0 13 .648 1 0 13 0 13574min-.072 1 0 1 0 1 -.499 4 0 1 0 15753max.266 13 0 13 0 13 .648 1 0 13 0 13576min-.072 1 0 1 0 1 -.499 4 0 1 0 15774max.266 13 0 13 0 13 .648 1 0 13 0 13578min-.072 1 0 1 0 1 -.499 4 0 1 0 15795max.266 13 0 13 0 13 .648 1 0 13 0 13580min-.072 1 0 1 0 1 -.499 4 0 1 0 1581591max.207 1 0 13 0 13 .491 8 0 13 0 13582min-.39 10 0 1 0 1 -.005 1 0 1 0 15832max.207 1 0 13 0 13 .491 8 0 13 0 13584min-.39 10 0 1 0 1 -.005 1 0 1 0 15853max.207 1 0 13 0 13 .491 8 0 13 0 13586min-.39 10 0 1 0 1 -.005 1 0 1 0 15874max.207 1 0 13 0 13 .491 8 0 13 0 13588min-.39 10 0 1 0 1 -.005 1 0 1 0 15895max.207 1 0 13 0 13 .491 8 0 13 0 13590min-.39 10 0 1 0 1 -.005 1 0 1 0 1591601max.096 1 0 13 0 13 1.163 1 0 13 0 13592min-.26 10 0 1 0 1 -.892 4 0 1 0 15932max.096 1 0 13 0 13 1.163 1 0 13 0 13594min-.26 10 0 1 0 1 -.892 4 0 1 0 15953max.096 1 0 13 0 13 1.163 1 0 13 0 13596min-.26 10 0 1 0 1 -.892 4 0 1 0 15974max.096 1 0 13 0 13 1.163 1 0 13 0 13598min-.26 10 0 1 0 1 -.892 4 0 1 0 15995max.096 1 0 13 0 13 1.163 1 0 13 0 13600min-.26 10 0 1 0 1 -.892 4 0 1 0 1601611max.384 11 0 13 0 13 .005 1 0 13 0 13602min-.156 4 0 1 0 1 -.664 8 0 1 0 16032max.384 11 0 13 0 13 .005 1 0 13 0 13604min-.156 4 0 1 0 1 -.664 8 0 1 0 16053max.384 11 0 13 0 13 .005 1 0 13 0 13606min-.156 4 0 1 0 1 -.664 8 0 1 0 16074max.384 11 0 13 0 13 .005 1 0 13 0 13608min-.156 4 0 1 0 1 -.664 8 0 1 0 16095max.384 11 0 13 0 13 .005 1 0 13 0 13610min-.156 4 0 1 0 1 -.664 8 0 1 0 1611621max.208 1 0 13 0 13 .437 11 0 13 0 13612min-.422 10 0 1 0 1 .005 1 0 1 0 16132max.208 1 0 13 0 13 .437 11 0 13 0 13614min-.422 10 0 1 0 1 .005 1 0 1 0 16153max.208 1 0 13 0 13 .437 11 0 13 0 13 RISA-3D Version 17.0.4 Page 23 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 33 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC616min-.422 10 0 1 0 1 .005 1 0 1 0 16174max.208 1 0 13 0 13 .437 11 0 13 0 13618min-.422 10 0 1 0 1 .005 1 0 1 0 16195max.208 1 0 13 0 13 .437 11 0 13 0 13620min-.422 10 0 1 0 1 .005 1 0 1 0 1621631max.127 12 0 13 0 13 1.047 4 0 13 0 13622min-.165 10 0 1 0 1 -1.164 1 0 1 0 16232max.127 12 0 13 0 13 1.047 4 0 13 0 13624min-.165 10 0 1 0 1 -1.164 1 0 1 0 16253max.127 12 0 13 0 13 1.047 4 0 13 0 13626min-.165 10 0 1 0 1 -1.164 1 0 1 0 16274max.127 12 0 13 0 13 1.047 4 0 13 0 13628min-.165 10 0 1 0 1 -1.164 1 0 1 0 16295max.127 12 0 13 0 13 1.047 4 0 13 0 13630min-.165 10 0 1 0 1 -1.164 1 0 1 0 1631641max.379 11 0 13 0 13 -.005 1 0 13 0 13632min-.16 4 0 1 0 1 -.251 11 0 1 0 16332max.379 11 0 13 0 13 -.005 1 0 13 0 13634min-.16 4 0 1 0 1 -.251 11 0 1 0 16353max.379 11 0 13 0 13 -.005 1 0 13 0 13636min-.16 4 0 1 0 1 -.251 11 0 1 0 16374max.379 11 0 13 0 13 -.005 1 0 13 0 13638min-.16 4 0 1 0 1 -.251 11 0 1 0 16395max.379 11 0 13 0 13 -.005 1 0 13 0 13640min-.16 4 0 1 0 1 -.251 11 0 1 0 1641651max.131 11 0 13 0 13 .57 1 0 13 0 13642min-.037 10 0 1 0 1 -.453 4 0 1 0 16432max.131 11 0 13 0 13 .57 1 0 13 0 13644min-.037 10 0 1 0 1 -.453 4 0 1 0 16453max.131 11 0 13 0 13 .57 1 0 13 0 13646min-.037 10 0 1 0 1 -.453 4 0 1 0 16474max.131 11 0 13 0 13 .57 1 0 13 0 13648min-.037 10 0 1 0 1 -.453 4 0 1 0 16495max.131 11 0 13 0 13 .57 1 0 13 0 13650min-.037 10 0 1 0 1 -.453 4 0 1 0 1651661max.212 13 0 13 0 13 1.267 4 0 13 0 13652min-.022 1 0 1 0 1 -1.516 1 0 1 0 16532max.212 13 0 13 0 13 1.267 4 0 13 0 13654min-.022 1 0 1 0 1 -1.516 1 0 1 0 16553max.212 13 0 13 0 13 1.267 4 0 13 0 13656min-.022 1 0 1 0 1 -1.516 1 0 1 0 16574max.212 13 0 13 0 13 1.267 4 0 13 0 13658min-.022 1 0 1 0 1 -1.516 1 0 1 0 16595max.212 13 0 13 0 13 1.267 4 0 13 0 13660min-.022 1 0 1 0 1 -1.516 1 0 1 0 1661671max.046 1 0 13 0 13 .481 4 0 13 0 13662min-.205 10 0 1 0 1 -.57 1 0 1 0 16632max.046 1 0 13 0 13 .481 4 0 13 0 13664min-.205 10 0 1 0 1 -.57 1 0 1 0 16653max.046 1 0 13 0 13 .481 4 0 13 0 13666min-.205 10 0 1 0 1 -.57 1 0 1 0 16674max.046 1 0 13 0 13 .481 4 0 13 0 13668min-.205 10 0 1 0 1 -.57 1 0 1 0 16695max.046 1 0 13 0 13 .481 4 0 13 0 13670min-.205 10 0 1 0 1 -.57 1 0 1 0 1671681max.203 13 0 13 0 13 1.516 1 0 13 0 13672min-.022 1 0 1 0 1 -1.32 4 0 1 0 1 RISA-3D Version 17.0.4 Page 24 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 34 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC6732max.203 13 0 13 0 13 1.516 1 0 13 0 13674min-.022 1 0 1 0 1 -1.32 4 0 1 0 16753max.203 13 0 13 0 13 1.516 1 0 13 0 13676min-.022 1 0 1 0 1 -1.32 4 0 1 0 16774max.203 13 0 13 0 13 1.516 1 0 13 0 13678min-.022 1 0 1 0 1 -1.32 4 0 1 0 16795max.203 13 0 13 0 13 1.516 1 0 13 0 13680min-.022 1 0 1 0 1 -1.32 4 0 1 0 1681691max.017 7 0 13 0 13 .389 1 0 13 0 13682min-.24 8 0 1 0 1 -.285 4 0 1 0 16832max.017 7 0 13 0 13 .389 1 0 13 0 13684min-.24 8 0 1 0 1 -.285 4 0 1 0 16853max.017 7 0 13 0 13 .389 1 0 13 0 13686min-.24 8 0 1 0 1 -.285 4 0 1 0 16874max.017 7 0 13 0 13 .389 1 0 13 0 13688min-.24 8 0 1 0 1 -.285 4 0 1 0 16895max.017 7 0 13 0 13 .389 1 0 13 0 13690min-.24 8 0 1 0 1 -.285 4 0 1 0 1691701max.189 11 0 13 0 13 .892 4 0 13 0 13692min-.094 4 0 1 0 1 -1.163 1 0 1 0 16932max.189 11 0 13 0 13 .892 4 0 13 0 13694min-.094 4 0 1 0 1 -1.163 1 0 1 0 16953max.189 11 0 13 0 13 .892 4 0 13 0 13696min-.094 4 0 1 0 1 -1.163 1 0 1 0 16974max.189 11 0 13 0 13 .892 4 0 13 0 13698min-.094 4 0 1 0 1 -1.163 1 0 1 0 16995max.189 11 0 13 0 13 .892 4 0 13 0 13700min-.094 4 0 1 0 1 -1.163 1 0 1 0 1701711max.186 13 0 13 0 13 .366 4 0 13 0 13702min-.065 1 0 1 0 1 -.389 1 0 1 0 17032max.186 13 0 13 0 13 .366 4 0 13 0 13704min-.065 1 0 1 0 1 -.389 1 0 1 0 17053max.186 13 0 13 0 13 .366 4 0 13 0 13706min-.065 1 0 1 0 1 -.389 1 0 1 0 17074max.186 13 0 13 0 13 .366 4 0 13 0 13708min-.065 1 0 1 0 1 -.389 1 0 1 0 17095max.186 13 0 13 0 13 .366 4 0 13 0 13710min-.065 1 0 1 0 1 -.389 1 0 1 0 1711721max.276 11 0 13 0 13 1.164 1 0 13 0 13712min-.048 4 0 1 0 1 -1.047 4 0 1 0 17132max.276 11 0 13 0 13 1.164 1 0 13 0 13714min-.048 4 0 1 0 1 -1.047 4 0 1 0 17153max.276 11 0 13 0 13 1.164 1 0 13 0 13716min-.048 4 0 1 0 1 -1.047 4 0 1 0 17174max.276 11 0 13 0 13 1.164 1 0 13 0 13718min-.048 4 0 1 0 1 -1.047 4 0 1 0 17195max.276 11 0 13 0 13 1.164 1 0 13 0 13720min-.048 4 0 1 0 1 -1.047 4 0 1 0 1721731max.098 11 0 13 0 13 .57 1 0 13 0 13722min-.118 10 0 1 0 1 -.481 4 0 1 0 17232max.098 11 0 13 0 13 .57 1 0 13 0 13724min-.118 10 0 1 0 1 -.481 4 0 1 0 17253max.098 11 0 13 0 13 .57 1 0 13 0 13726min-.118 10 0 1 0 1 -.481 4 0 1 0 17274max.098 11 0 13 0 13 .57 1 0 13 0 13728min-.118 10 0 1 0 1 -.481 4 0 1 0 17295max.098 11 0 13 0 13 .57 1 0 13 0 13 RISA-3D Version 17.0.4 Page 25 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 35 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC730min-.118 10 0 1 0 1 -.481 4 0 1 0 1731741max.305 13 0 13 0 13 .389 1 0 13 0 13732min-.065 1 0 1 0 1 -.37 10 0 1 0 17332max.305 13 0 13 0 13 .389 1 0 13 0 13734min-.065 1 0 1 0 1 -.37 10 0 1 0 17353max.305 13 0 13 0 13 .389 1 0 13 0 13736min-.065 1 0 1 0 1 -.37 10 0 1 0 17374max.305 13 0 13 0 13 .389 1 0 13 0 13738min-.065 1 0 1 0 1 -.37 10 0 1 0 17395max.305 13 0 13 0 13 .389 1 0 13 0 13740min-.065 1 0 1 0 1 -.37 10 0 1 0 1741751max.119 13 0 13 0 13 .285 4 0 13 0 13742min-.122 8 0 1 0 1 -.389 1 0 1 0 17432max.119 13 0 13 0 13 .285 4 0 13 0 13744min-.122 8 0 1 0 1 -.389 1 0 1 0 17453max.119 13 0 13 0 13 .285 4 0 13 0 13746min-.122 8 0 1 0 1 -.389 1 0 1 0 17474max.119 13 0 13 0 13 .285 4 0 13 0 13748min-.122 8 0 1 0 1 -.389 1 0 1 0 17495max.119 13 0 13 0 13 .285 4 0 13 0 13750min-.122 8 0 1 0 1 -.389 1 0 1 0 1751761max.221 11 0 13 0 13 .453 4 0 13 0 13752min-.018 7 0 1 0 1 -.57 1 0 1 0 17532max.221 11 0 13 0 13 .453 4 0 13 0 13754min-.018 7 0 1 0 1 -.57 1 0 1 0 17553max.221 11 0 13 0 13 .453 4 0 13 0 13756min-.018 7 0 1 0 1 -.57 1 0 1 0 17574max.221 11 0 13 0 13 .453 4 0 13 0 13758min-.018 7 0 1 0 1 -.57 1 0 1 0 17595max.221 11 0 13 0 13 .453 4 0 13 0 13760min-.018 7 0 1 0 1 -.57 1 0 1 0 1761771max.181 11 0 13 0 13 .005 11 0 13 0 13762min-.012 7 0 1 0 1 0 1 0 1 0 17632max.181 11 0 13 0 13 .005 11 0 13 0 13764min-.012 7 0 1 0 1 0 1 0 1 0 17653max.181 11 0 13 0 13 .005 11 0 13 0 13766min-.012 7 0 1 0 1 0 1 0 1 0 17674max.181 11 0 13 0 13 .005 11 0 13 0 13768min-.012 7 0 1 0 1 0 1 0 1 0 17695max.181 11 0 13 0 13 .005 11 0 13 0 13770min-.012 7 0 1 0 1 0 1 0 1 0 1771781max.038 13 0 13 0 13 .017 10 0 13 0 13772min-.213 10 0 1 0 1 0 1 0 1 0 17732max.038 13 0 13 0 13 .017 10 0 13 0 13774min-.213 10 0 1 0 1 0 1 0 1 0 17753max.038 13 0 13 0 13 .017 10 0 13 0 13776min-.213 10 0 1 0 1 0 1 0 1 0 17774max.038 13 0 13 0 13 .017 10 0 13 0 13778min-.213 10 0 1 0 1 0 1 0 1 0 17795max.038 13 0 13 0 13 .017 10 0 13 0 13780min-.213 10 0 1 0 1 0 1 0 1 0 1781791max.246 11 0 13 0 13 0 7 0 13 0 13782min-.024 1 0 1 0 1 -.016 10 0 1 0 17832max.246 11 0 13 0 13 0 7 0 13 0 13784min-.024 1 0 1 0 1 -.016 10 0 1 0 17853max.246 11 0 13 0 13 0 7 0 13 0 13786min-.024 1 0 1 0 1 -.016 10 0 1 0 1 RISA-3D Version 17.0.4 Page 26 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 36 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC7874max.246 11 0 13 0 13 0 7 0 13 0 13788min-.024 1 0 1 0 1 -.016 10 0 1 0 17895max.246 11 0 13 0 13 0 7 0 13 0 13790min-.024 1 0 1 0 1 -.016 10 0 1 0 1791801max.045 11 0 13 0 13 0 7 0 13 0 13792min-.163 8 0 1 0 1 -.005 11 0 1 0 17932max.045 11 0 13 0 13 0 7 0 13 0 13794min-.163 8 0 1 0 1 -.005 11 0 1 0 17953max.045 11 0 13 0 13 0 7 0 13 0 13796min-.163 8 0 1 0 1 -.005 11 0 1 0 17974max.045 11 0 13 0 13 0 7 0 13 0 13798min-.163 8 0 1 0 1 -.005 11 0 1 0 17995max.045 11 0 13 0 13 0 7 0 13 0 13800min-.163 8 0 1 0 1 -.005 11 0 1 0 1801811max1.281 4 0 13 0 13 .593 1 0 13 0 13802min.042 6 0 1 0 1 -1.12 4 0 1 0 18032max1.281 4 0 13 0 13 .593 1 0 13 0 13804min.042 6 0 1 0 1 -1.12 4 0 1 0 18053max1.281 4 0 13 0 13 .593 1 0 13 0 13806min.042 6 0 1 0 1 -1.12 4 0 1 0 18074max1.281 4 0 13 0 13 .593 1 0 13 0 13808min.042 6 0 1 0 1 -1.12 4 0 1 0 18095max1.281 4 0 13 0 13 .593 1 0 13 0 13810min.042 6 0 1 0 1 -1.12 4 0 1 0 1811821max1.856 4 0 13 0 13 .588 4 0 13 0 13812min.057 6 0 1 0 1 -.593 1 0 1 0 18132max1.856 4 0 13 0 13 .588 4 0 13 0 13814min.057 6 0 1 0 1 -.593 1 0 1 0 18153max1.856 4 0 13 0 13 .588 4 0 13 0 13816min.057 6 0 1 0 1 -.593 1 0 1 0 18174max1.856 4 0 13 0 13 .588 4 0 13 0 13818min.057 6 0 1 0 1 -.593 1 0 1 0 18195max1.856 4 0 13 0 13 .588 4 0 13 0 13820min.057 6 0 1 0 1 -.593 1 0 1 0 1821831max1.281 4 0 13 0 13 1.12 4 0 13 0 13822min.042 6 0 1 0 1 -.593 1 0 1 0 18232max1.281 4 0 13 0 13 1.12 4 0 13 0 13824min.042 6 0 1 0 1 -.593 1 0 1 0 18253max1.281 4 0 13 0 13 1.12 4 0 13 0 13826min.042 6 0 1 0 1 -.593 1 0 1 0 18274max1.281 4 0 13 0 13 1.12 4 0 13 0 13828min.042 6 0 1 0 1 -.593 1 0 1 0 18295max1.281 4 0 13 0 13 1.12 4 0 13 0 13830min.042 6 0 1 0 1 -.593 1 0 1 0 1831841max1.119 4 0 13 0 13 1.122 10 0 13 0 13832min-1.487 1 0 1 0 1 -.268 1 0 1 0 18332max1.119 4 0 13 0 13 1.122 10 0 13 0 13834min-1.487 1 0 1 0 1 -.268 1 0 1 0 18353max1.119 4 0 13 0 13 1.122 10 0 13 0 13836min-1.487 1 0 1 0 1 -.268 1 0 1 0 18374max1.119 4 0 13 0 13 1.122 10 0 13 0 13838min-1.487 1 0 1 0 1 -.268 1 0 1 0 18395max1.119 4 0 13 0 13 1.122 10 0 13 0 13840min-1.487 1 0 1 0 1 -.268 1 0 1 0 1841851max2.176 10 0 13 0 13 .593 1 0 13 0 13842min.057 6 0 1 0 1 -.588 4 0 1 0 18432max2.176 10 0 13 0 13 .593 1 0 13 0 13 RISA-3D Version 17.0.4 Page 27 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 37 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC844min.057 6 0 1 0 1 -.588 4 0 1 0 18453max2.176 10 0 13 0 13 .593 1 0 13 0 13846min.057 6 0 1 0 1 -.588 4 0 1 0 18474max2.176 10 0 13 0 13 .593 1 0 13 0 13848min.057 6 0 1 0 1 -.588 4 0 1 0 18495max2.176 10 0 13 0 13 .593 1 0 13 0 13850min.057 6 0 1 0 1 -.588 4 0 1 0 1851861max1.753 4 0 13 0 13 .831 8 0 13 0 13852min-1.487 1 0 1 0 1 -.137 7 0 1 0 18532max1.753 4 0 13 0 13 .831 8 0 13 0 13854min-1.487 1 0 1 0 1 -.137 7 0 1 0 18553max1.753 4 0 13 0 13 .831 8 0 13 0 13856min-1.487 1 0 1 0 1 -.137 7 0 1 0 18574max1.753 4 0 13 0 13 .831 8 0 13 0 13858min-1.487 1 0 1 0 1 -.137 7 0 1 0 18595max1.753 4 0 13 0 13 .831 8 0 13 0 13860min-1.487 1 0 1 0 1 -.137 7 0 1 0 1861871max2.317 4 0 13 0 13 .055 10 0 13 0 13862min-2.611 1 0 1 0 1 -.078 11 0 1 0 18632max2.317 4 0 13 0 13 .055 10 0 13 0 13864min-2.611 1 0 1 0 1 -.078 11 0 1 0 18653max2.317 4 0 13 0 13 .055 10 0 13 0 13866min-2.611 1 0 1 0 1 -.078 11 0 1 0 18674max2.317 4 0 13 0 13 .055 10 0 13 0 13868min-2.611 1 0 1 0 1 -.078 11 0 1 0 18695max2.317 4 0 13 0 13 .055 10 0 13 0 13870min-2.611 1 0 1 0 1 -.078 11 0 1 0 1871881max2.6 4 0 13 0 13 .114 1 0 13 0 13872min-2.565 1 0 1 0 1 -.426 13 0 1 0 18732max2.6 4 0 13 0 13 .114 1 0 13 0 13874min-2.565 1 0 1 0 1 -.426 13 0 1 0 18753max2.6 4 0 13 0 13 .114 1 0 13 0 13876min-2.565 1 0 1 0 1 -.426 13 0 1 0 18774max2.6 4 0 13 0 13 .114 1 0 13 0 13878min-2.565 1 0 1 0 1 -.426 13 0 1 0 18795max2.6 4 0 13 0 13 .114 1 0 13 0 13880min-2.565 1 0 1 0 1 -.426 13 0 1 0 1881891max3.309 10 0 13 0 13 .155 11 0 13 0 13882min-2.611 1 0 1 0 1 0 3 0 1 0 18832max3.309 10 0 13 0 13 .155 11 0 13 0 13884min-2.611 1 0 1 0 1 0 3 0 1 0 18853max3.309 10 0 13 0 13 .155 11 0 13 0 13886min-2.611 1 0 1 0 1 0 3 0 1 0 18874max3.309 10 0 13 0 13 .155 11 0 13 0 13888min-2.611 1 0 1 0 1 0 3 0 1 0 18895max3.309 10 0 13 0 13 .155 11 0 13 0 13890min-2.611 1 0 1 0 1 0 3 0 1 0 1891901max2.768 1 0 13 0 13 0 1 0 13 0 13892min.011 3 0 1 0 1 -1.111 8 0 1 0 18932max2.768 1 0 13 0 13 0 1 0 13 0 13894min.011 3 0 1 0 1 -1.111 8 0 1 0 18953max2.768 1 0 13 0 13 0 1 0 13 0 13896min.011 3 0 1 0 1 -1.111 8 0 1 0 18974max2.768 1 0 13 0 13 0 1 0 13 0 13898min.011 3 0 1 0 1 -1.111 8 0 1 0 18995max2.768 1 0 13 0 13 0 1 0 13 0 13900min.011 3 0 1 0 1 -1.111 8 0 1 0 1 RISA-3D Version 17.0.4 Page 28 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 38 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC901911max3.457 1 0 13 0 13 0 1 0 13 0 13902min-3.568 4 0 1 0 1 -.409 8 0 1 0 19032max3.457 1 0 13 0 13 0 1 0 13 0 13904min-3.568 4 0 1 0 1 -.409 8 0 1 0 19053max3.457 1 0 13 0 13 0 1 0 13 0 13906min-3.568 4 0 1 0 1 -.409 8 0 1 0 19074max3.457 1 0 13 0 13 0 1 0 13 0 13908min-3.568 4 0 1 0 1 -.409 8 0 1 0 19095max3.457 1 0 13 0 13 0 1 0 13 0 13910min-3.568 4 0 1 0 1 -.409 8 0 1 0 1911921max2.768 1 0 13 0 13 1.118 8 0 13 0 13912min-.05 10 0 1 0 1 0 1 0 1 0 19132max2.768 1 0 13 0 13 1.118 8 0 13 0 13914min-.05 10 0 1 0 1 0 1 0 1 0 19153max2.768 1 0 13 0 13 1.118 8 0 13 0 13916min-.05 10 0 1 0 1 0 1 0 1 0 19174max2.768 1 0 13 0 13 1.118 8 0 13 0 13918min-.05 10 0 1 0 1 0 1 0 1 0 19195max2.768 1 0 13 0 13 1.118 8 0 13 0 13920min-.05 10 0 1 0 1 0 1 0 1 0 1921931max2.317 4 0 13 0 13 .013 1 0 13 0 13922min-2.611 1 0 1 0 1 -.133 10 0 1 0 19232max2.317 4 0 13 0 13 .013 1 0 13 0 13924min-2.611 1 0 1 0 1 -.133 10 0 1 0 19253max2.317 4 0 13 0 13 .013 1 0 13 0 13926min-2.611 1 0 1 0 1 -.133 10 0 1 0 19274max2.317 4 0 13 0 13 .013 1 0 13 0 13928min-2.611 1 0 1 0 1 -.133 10 0 1 0 19295max2.317 4 0 13 0 13 .013 1 0 13 0 13930min-2.611 1 0 1 0 1 -.133 10 0 1 0 1931941max2.6 4 0 13 0 13 .078 4 0 13 0 13932min-2.565 1 0 1 0 1 -.341 8 0 1 0 19332max2.6 4 0 13 0 13 .078 4 0 13 0 13934min-2.565 1 0 1 0 1 -.341 8 0 1 0 19353max2.6 4 0 13 0 13 .078 4 0 13 0 13936min-2.565 1 0 1 0 1 -.341 8 0 1 0 19374max2.6 4 0 13 0 13 .078 4 0 13 0 13938min-2.565 1 0 1 0 1 -.341 8 0 1 0 19395max2.6 4 0 13 0 13 .078 4 0 13 0 13940min-2.565 1 0 1 0 1 -.341 8 0 1 0 1941951max3.18 4 0 13 0 13 .097 10 0 13 0 13942min-2.611 1 0 1 0 1 -.061 11 0 1 0 19432max3.18 4 0 13 0 13 .097 10 0 13 0 13944min-2.611 1 0 1 0 1 -.061 11 0 1 0 19453max3.18 4 0 13 0 13 .097 10 0 13 0 13946min-2.611 1 0 1 0 1 -.061 11 0 1 0 19474max3.18 4 0 13 0 13 .097 10 0 13 0 13948min-2.611 1 0 1 0 1 -.061 11 0 1 0 19495max3.18 4 0 13 0 13 .097 10 0 13 0 13950min-2.611 1 0 1 0 1 -.061 11 0 1 0 1951961max1.201 4 0 13 0 13 .566 8 0 13 0 13952min-1.752 1 0 1 0 1 -.123 1 0 1 0 19532max1.201 4 0 13 0 13 .566 8 0 13 0 13954min-1.752 1 0 1 0 1 -.123 1 0 1 0 19553max1.201 4 0 13 0 13 .566 8 0 13 0 13956min-1.752 1 0 1 0 1 -.123 1 0 1 0 19574max1.201 4 0 13 0 13 .566 8 0 13 0 13 RISA-3D Version 17.0.4 Page 29 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 39 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC958min-1.752 1 0 1 0 1 -.123 1 0 1 0 19595max1.201 4 0 13 0 13 .566 8 0 13 0 13960min-1.752 1 0 1 0 1 -.123 1 0 1 0 1961971max1.119 4 0 13 0 13 .268 1 0 13 0 13962min-1.487 1 0 1 0 1 -1.162 10 0 1 0 19632max1.119 4 0 13 0 13 .268 1 0 13 0 13964min-1.487 1 0 1 0 1 -1.162 10 0 1 0 19653max1.119 4 0 13 0 13 .268 1 0 13 0 13966min-1.487 1 0 1 0 1 -1.162 10 0 1 0 19674max1.119 4 0 13 0 13 .268 1 0 13 0 13968min-1.487 1 0 1 0 1 -1.162 10 0 1 0 19695max1.119 4 0 13 0 13 .268 1 0 13 0 13970min-1.487 1 0 1 0 1 -1.162 10 0 1 0 1971981max2.364 10 0 13 0 13 .429 8 0 13 0 13972min-1.752 1 0 1 0 1 -.074 7 0 1 0 19732max2.364 10 0 13 0 13 .429 8 0 13 0 13974min-1.752 1 0 1 0 1 -.074 7 0 1 0 19753max2.364 10 0 13 0 13 .429 8 0 13 0 13976min-1.752 1 0 1 0 1 -.074 7 0 1 0 19774max2.364 10 0 13 0 13 .429 8 0 13 0 13978min-1.752 1 0 1 0 1 -.074 7 0 1 0 19795max2.364 10 0 13 0 13 .429 8 0 13 0 13980min-1.752 1 0 1 0 1 -.074 7 0 1 0 1981991max1.962 10 0 13 0 13 .137 7 0 13 0 13982min-1.487 1 0 1 0 1 -.779 8 0 1 0 19832max1.962 10 0 13 0 13 .137 7 0 13 0 13984min-1.487 1 0 1 0 1 -.779 8 0 1 0 19853max1.962 10 0 13 0 13 .137 7 0 13 0 13986min-1.487 1 0 1 0 1 -.779 8 0 1 0 19874max1.962 10 0 13 0 13 .137 7 0 13 0 13988min-1.487 1 0 1 0 1 -.779 8 0 1 0 19895max1.962 10 0 13 0 13 .137 7 0 13 0 13990min-1.487 1 0 1 0 1 -.779 8 0 1 0 19911001max4.204 1 0 13 0 13 .023 5 0 13 0 13992min-4.145 4 0 1 0 1 -.262 8 0 1 0 19932max4.204 1 0 13 0 13 .023 5 0 13 0 13994min-4.145 4 0 1 0 1 -.262 8 0 1 0 19953max4.204 1 0 13 0 13 .023 5 0 13 0 13996min-4.145 4 0 1 0 1 -.262 8 0 1 0 19974max4.204 1 0 13 0 13 .023 5 0 13 0 13998min-4.145 4 0 1 0 1 -.262 8 0 1 0 19995max4.204 1 0 13 0 13 .023 5 0 13 0 131000min-4.145 4 0 1 0 1 -.262 8 0 1 0 110011011max3.457 1 0 13 0 13 .393 8 0 13 0 131002min-3.568 4 0 1 0 1 0 1 0 1 0 110032max3.457 1 0 13 0 13 .393 8 0 13 0 131004min-3.568 4 0 1 0 1 0 1 0 1 0 110053max3.457 1 0 13 0 13 .393 8 0 13 0 131006min-3.568 4 0 1 0 1 0 1 0 1 0 110074max3.457 1 0 13 0 13 .393 8 0 13 0 131008min-3.568 4 0 1 0 1 0 1 0 1 0 110095max3.457 1 0 13 0 13 .393 8 0 13 0 131010min-3.568 4 0 1 0 1 0 1 0 1 0 110111021max2.567 10 0 13 0 13 .012 13 0 13 0 131012min-1.817 1 0 1 0 1 0 1 0 1 0 110132max2.567 10 0 13 0 13 .012 13 0 13 0 131014min-1.817 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.4 Page 30 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 40 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC10153max2.567 10 0 13 0 13 .012 13 0 13 0 131016min-1.817 1 0 1 0 1 0 1 0 1 0 110174max2.567 10 0 13 0 13 .012 13 0 13 0 131018min-1.817 1 0 1 0 1 0 1 0 1 0 110195max2.567 10 0 13 0 13 .012 13 0 13 0 131020min-1.817 1 0 1 0 1 0 1 0 1 0 110211031max4.275 1 0 13 0 13 .002 8 0 13 0 131022min-4.192 4 0 1 0 1 0 1 0 1 0 110232max4.275 1 0 13 0 13 .002 8 0 13 0 131024min-4.192 4 0 1 0 1 0 1 0 1 0 110253max4.275 1 0 13 0 13 .002 8 0 13 0 131026min-4.192 4 0 1 0 1 0 1 0 1 0 110274max4.275 1 0 13 0 13 .002 8 0 13 0 131028min-4.192 4 0 1 0 1 0 1 0 1 0 110295max4.275 1 0 13 0 13 .002 8 0 13 0 131030min-4.192 4 0 1 0 1 0 1 0 1 0 110311041max1.211 4 0 13 0 13 0 7 0 13 0 131032min-1.817 1 0 1 0 1 -.014 10 0 1 0 110332max1.211 4 0 13 0 13 0 7 0 13 0 131034min-1.817 1 0 1 0 1 -.014 10 0 1 0 110353max1.211 4 0 13 0 13 0 7 0 13 0 131036min-1.817 1 0 1 0 1 -.014 10 0 1 0 110374max1.211 4 0 13 0 13 0 7 0 13 0 131038min-1.817 1 0 1 0 1 -.014 10 0 1 0 110395max1.211 4 0 13 0 13 0 7 0 13 0 131040min-1.817 1 0 1 0 1 -.014 10 0 1 0 110411051max1.201 4 0 13 0 13 .123 1 0 13 0 131042min-1.752 1 0 1 0 1 -.521 10 0 1 0 110432max1.201 4 0 13 0 13 .123 1 0 13 0 131044min-1.752 1 0 1 0 1 -.521 10 0 1 0 110453max1.201 4 0 13 0 13 .123 1 0 13 0 131046min-1.752 1 0 1 0 1 -.521 10 0 1 0 110474max1.201 4 0 13 0 13 .123 1 0 13 0 131048min-1.752 1 0 1 0 1 -.521 10 0 1 0 110495max1.201 4 0 13 0 13 .123 1 0 13 0 131050min-1.752 1 0 1 0 1 -.521 10 0 1 0 110511061max4.204 1 0 13 0 13 .265 8 0 13 0 131052min-4.145 4 0 1 0 1 -.023 5 0 1 0 110532max4.204 1 0 13 0 13 .265 8 0 13 0 131054min-4.145 4 0 1 0 1 -.023 5 0 1 0 110553max4.204 1 0 13 0 13 .265 8 0 13 0 131056min-4.145 4 0 1 0 1 -.023 5 0 1 0 110574max4.204 1 0 13 0 13 .265 8 0 13 0 131058min-4.145 4 0 1 0 1 -.023 5 0 1 0 110595max4.204 1 0 13 0 13 .265 8 0 13 0 131060min-4.145 4 0 1 0 1 -.023 5 0 1 0 110611071max2.472 10 0 13 0 13 .074 7 0 13 0 131062min-1.752 1 0 1 0 1 -.482 8 0 1 0 110632max2.472 10 0 13 0 13 .074 7 0 13 0 131064min-1.752 1 0 1 0 1 -.482 8 0 1 0 110653max2.472 10 0 13 0 13 .074 7 0 13 0 131066min-1.752 1 0 1 0 1 -.482 8 0 1 0 110674max2.472 10 0 13 0 13 .074 7 0 13 0 131068min-1.752 1 0 1 0 1 -.482 8 0 1 0 110695max2.472 10 0 13 0 13 .074 7 0 13 0 131070min-1.752 1 0 1 0 1 -.482 8 0 1 0 110711081max.247 1 .257 10 .036 8 .013 9 0 5 .176 4 RISA-3D Version 17.0.4 Page 31 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 41 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-i... LC y-y Moment[k... LC z-z Moment[k... LC1072min-.149 4 -.005 4 -.002 5 -.011 7 0 8 -2.22 1010732max.247 1 .078 10 .036 8 .013 9 2.374 8 .475 41074min-.149 4 -.005 4 -.002 5 -.011 7 -.129 5 -13.333 1010753max.247 1 .005 1 .036 8 .013 9 4.747 8 .775 41076min-.149 4 -.101 8 -.002 5 -.011 7 -.258 5 -12.588 1010774max.212 1 .02 4 .003 5 .238 8 3.484 8 1.291 41078min-.093 4 -.02 1 -.053 8 -.01 1 -.19 5 -6.34 810795max.212 1 .02 4 .003 5 .238 8 0 13 0 131080min-.093 4 -.139 8 -.053 8 -.01 1 0 1 0 110811091max2.792 4 0 13 0 13 .303 8 0 13 0 131082min-2.565 1 0 1 0 1 -.087 4 0 1 0 110832max2.792 4 0 13 0 13 .303 8 0 13 0 131084min-2.565 1 0 1 0 1 -.087 4 0 1 0 110853max2.792 4 0 13 0 13 .303 8 0 13 0 131086min-2.565 1 0 1 0 1 -.087 4 0 1 0 110874max2.792 4 0 13 0 13 .303 8 0 13 0 131088min-2.565 1 0 1 0 1 -.087 4 0 1 0 110895max2.792 4 0 13 0 13 .303 8 0 13 0 131090min-2.565 1 0 1 0 1 -.087 4 0 1 0 110911101max.247 1 .313 13 .036 8 .011 7 0 5 .181 11092min-.149 4 -.005 1 -.002 5 -.031 8 0 8 -2.747 1310932max.247 1 .096 13 .036 8 .011 7 2.37 8 .492 11094min-.149 4 -.005 1 -.002 5 -.031 8 -.129 5 -16.291 1310953max.247 1 .005 4 .036 8 .011 7 4.741 8 .803 11096min-.149 4 -.124 11 -.002 5 -.031 8 -.258 5 -15.462 1310974max.212 1 .02 1 .003 5 .01 1 3.479 8 1.295 11098min-.093 4 -.034 13 -.053 8 -.175 10 -.19 5 -8.465 1310995max.212 1 .02 1 .003 5 .01 1 0 13 0 131100min-.093 4 -.181 13 -.053 8 -.175 10 0 1 0 111011111max2.792 4 0 13 0 13 .417 13 0 13 0 131102min-2.565 1 0 1 0 1 -.114 1 0 1 0 111032max2.792 4 0 13 0 13 .417 13 0 13 0 131104min-2.565 1 0 1 0 1 -.114 1 0 1 0 111053max2.792 4 0 13 0 13 .417 13 0 13 0 131106min-2.565 1 0 1 0 1 -.114 1 0 1 0 111074max2.792 4 0 13 0 13 .417 13 0 13 0 131108min-2.565 1 0 1 0 1 -.114 1 0 1 0 111095max2.792 4 0 13 0 13 .417 13 0 13 0 131110min-2.565 1 0 1 0 1 -.114 1 0 1 0 1 Envelope AISC 14th(360-10): ASD Steel Code Checks Mem... Shape Code Check Loc[m] LC Shear Ch... Loc[m] Dir LC Pnc/o...Pnt/o... Mnyy/...Mnzz/...Cb Eqn1373/8ROD .093 0 10 .003 0 7 .002 6.614 .496 .496 1 H1-1b* 2 38 3/8ROD .054 0 1 .003 0 1 .002 6.614 .496 .496 1 H1-1b* 3 39 3/8ROD .119 0 11 .003 0 9 .002 6.614 .496 .496 1 H1-1b* 4 40 3/8ROD .052 0 4 .003 0 7 .002 6.614 .496 .496 1 H1-1b* 5 41 3/8ROD .181 0 10 .005 0 10 .002 6.614 .496 .496 1 H1-1b* 6 42 3/8ROD .054 0 1 .003 0 1 .002 6.614 .496 .496 1 H1-1b* 7 43 3/8ROD .071 0 12 .005 0 8 .002 6.614 .496 .496 1 H1-1b* 8 44 3/8ROD .082 0 4 .004 0 4 .002 6.614 .496 .496 1 H1-1b* 9 45 3/8ROD .585 0 10 .003 0 11 .001 6.614 .496 .496 1 H1-1a* 10 46 3/8ROD .417 0 1 .002 0 12 .001 6.614 .496 .496 1 H1-1a* 11 47 3/8ROD .357 0 4 .003 0 10 .001 6.614 .496 .496 1 H1-1a* 12 48 3/8ROD .417 0 1 .002 0 8 .001 6.614 .496 .496 1 H1-1a* 13 49 3/8ROD .417 0 1 .003 0 8 .001 6.614 .496 .496 1 H1-1a* RISA-3D Version 17.0.4 Page 32 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 42 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope AISC 14th(360-10): ASD Steel Code Checks (Continued) Mem... Shape Code Check Loc[m] LC Shear Ch... Loc[m] Dir LC Pnc/o...Pnt/o... Mnyy/...Mnzz/...Cb Eqn14503/8ROD .357 0 4 .004 0 10 .001 6.614 .496 .496 1 H1-1a* 15 51 3/8ROD .519 0 4 .002 0 11 .001 6.614 .496 .496 1 H1-1a* 16 52 3/8ROD .417 0 1 .001 0 12 .001 6.614 .496 .496 1 H1-1a* Envelope AA ADM1-15: ASD - Building Aluminum Code Checks Member Shape Code C...Loc[m] LC Shear ... Loc[m] Dir LC Pnc/O... Pnt/Om...Mny/O... Mnz/O... Vny/O... Vnz/O... Cb Eqn11160x100x....341 2.208 8 .033 0 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 2 2 160x100x....442 2.417 10 .060 0 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 3 3 160x100x....250 7.98 10 .074 4.738 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 4 4 160x100x....372 0 10 .058 5.985 z 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 5 5 160x100x....478 4 10 .050 4 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 6 6 160x100x....479 2.833 10 .060 0 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 7 7 160x100x....567 7.98 4 .170 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 8 8 160x100x....623 7.98 4 .143 0 y 1 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 9 9 160x100x....315 2.208 11 .048 4 z 11 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 10 10 160x100x....399 2.75 10 .033 4 z 11 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 11 11 160x100x....267 4.821 11 .061 5.985 z 11 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 12 12 160x100x....317 0 10 .065 3.99 z 13 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 13 13 160x100x....473 3.792 4 .056 4 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 14 14 160x100x....480 2.833 10 .052 0 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 15 15 160x100x....567 7.98 4 .170 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 16 16 160x100x....623 7.98 4 .143 0 y 1 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 17 17 160x100x....508 4.05 8 .076 5.635 y 11 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 18 18 160x100x....537 3.991 8 .090 5.635 y 11 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 19 19 160x100x....582 3.991 8 .073 4.05 z 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 20 20 160x100x....635 3.991 8 .087 4.05 z 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 21 21 160x100x....855 4 1 .048 0 y 7 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 22 22 160x100x....899 0 1 .140 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 23 23 160x100x...1.034 7.98 10 .137 7.98 y 1 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 24 24 160x100x....941 .042 10 .077 4 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 25 25 160x100x....855 4 1 .058 4 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 26 26 160x100x....899 0 1 .140 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 27 27 160x100x...1.069 7.98 10 .137 7.98 y 1 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 28 28 160x100x....878 .208 10 .061 4 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 29 29 160x100x...1.009 4 1 .055 4 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 30 30 160x100x...1.009 4 1 .072 0 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 31 31 160x100x....956 0 1 .074 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 32 32 160x100x...1.044 0 10 .058 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 33 33 160x100x...1.009 4 1 .052 0 y 7 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 34 34 160x100x...1.009 4 1 .083 0 y 10 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 35 35 160x100x....956 0 1 .074 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 36 36 160x100x....994 0 10 .058 0 y 4 43.949 56.046 39.95 93.684 15.459 10.416 1 H.1-1 37 53 80x80x3_....014 0 4 .027 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 38 54 80x80x3_....011 0 4 .064 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 39 55 80x80x3_....074 0 13 .027 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 40 56 80x80x3_....023 0 4 .027 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 41 57 80x80x3_....003 0 1 .064 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 42 58 80x80x3_....091 0 13 .027 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 43 59 80x80x3_....071 0 1 .021 0 z 8 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 44 60 80x80x3_....035 0 1 .049 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 45 61 80x80x3_....132 0 11 .028 0 z 8 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 46 62 80x80x3_....071 0 1 .018 0 z 11 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 47 63 80x80x3_....044 0 12 .049 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 48 64 80x80x3_....130 0 11 .011 0 z 11 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 49 65 80x80x3_....045 0 11 .024 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 RISA-3D Version 17.0.4 Page 33 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 43 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope AA ADM1-15: ASD - Building Aluminum Code Checks (Continued) Member Shape Code C...Loc[m] LC Shear ... Loc[m] Dir LC Pnc/O... Pnt/Om...Mny/O... Mnz/O... Vny/O... Vnz/O... Cb Eqn506680x80x3_....073 0 13 .064 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 51 67 80x80x3_....016 0 1 .024 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 52 68 80x80x3_....070 0 13 .064 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 53 69 80x80x3_....000 0 1 .016 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 54 70 80x80x3_....065 0 11 .049 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 55 71 80x80x3_....064 0 13 .016 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 56 72 80x80x3_....095 0 11 .049 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 57 73 80x80x3_....034 0 11 .024 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 58 74 80x80x3_....105 0 13 .016 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 59 75 80x80x3_....041 0 13 .016 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 60 76 80x80x3_....076 0 11 .024 0 z 1 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 61 77 80x80x3_....062 0 11 .000 0 z 11 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 62 78 80x80x3_....013 0 13 .001 0 z 10 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 63 79 80x80x3_....084 0 11 .001 0 z 10 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 64 80 80x80x3_....016 0 11 .000 0 z 11 2.911 27.909 28.025 28.025 8.127 8.127 1 H.3-2 65 81 130x70x3....043 0 4 .034 0 z 4 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 66 82 130x70x3....062 0 4 .018 0 z 1 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 67 83 130x70x3....043 0 4 .034 0 z 4 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 68 84 130x70x3....042 0 1 .034 0 z 10 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 69 85 130x70x3....072 0 10 .018 0 z 1 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 70 86 130x70x3....058 0 10 .025 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 71 87 130x70x3....077 0 4 .002 0 z 11 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 72 88 130x70x3....086 0 4 .013 0 z 13 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 73 89 130x70x3....110 0 10 .005 0 z 11 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 74 90 130x70x3....092 0 1 .033 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 75 91 130x70x3....101 0 4 .012 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 76 92 130x70x3....092 0 1 .033 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 77 93 130x70x3....077 0 4 .004 0 z 10 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 78 94 130x70x3....086 0 4 .010 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 79 95 130x70x3....105 0 4 .003 0 z 10 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 80 96 130x70x3....049 0 1 .017 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 81 97 130x70x3....042 0 1 .035 0 z 10 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 82 98 130x70x3....078 0 10 .013 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 83 99 130x70x3....065 0 10 .023 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 84 100 130x70x3....117 0 4 .008 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 85 101 130x70x3....101 0 4 .012 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 86 102 130x70x3....085 0 10 .000 0 z 13 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 87 103 130x70x3....118 0 4 .000 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 88 104 130x70x3....051 0 1 .000 0 z 10 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 89 105 130x70x3....049 0 1 .016 0 z 10 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 90 106 130x70x3....117 0 4 .008 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.1-1 91 107 130x70x3....082 0 10 .014 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 92 108 130x70x3....436 3.082 8 .019 0 y 10 1.772 35.467 24.596 51.799 13.577 6.977 1....H.1-1 93 109 130x70x3....092 0 4 .009 0 z 8 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 94 110 130x70x3....448 2.802 11 .024 0 y 13 1.772 35.467 24.596 51.768 13.577 6.977 1....H.1-1 95 111 130x70x3....092 0 4 .012 0 z 13 30.206 35.467 24.596 52.324 13.577 6.977 1 H.3-2 Envelope Joint Displacements Joint X [in] LC Y [in] LC Z [in] LC X Rotation ... LC Y Rotation ... LC Z Rotation [... LC1N1max0130130138.547e-4 4 1.249e-3 8 2.631e-2 82min010101-4.619e-3 8 -1.078e-4 1 -5.05e-3 73N2max013.472 10 0 13 3.117e-4 4 2.146e-3 10 2.706e-2 84min01-.306 1 0 1 -1.059e-2 8 -7.327e-4 4 -1.785e-3 75N3max013.168 4 0 13 1.183e-4 4 5.541e-5 7 2.768e-2 86min01-.306 1 0 1 -1.123e-2 8 -4.036e-3 8 -1.494e-3 5 RISA-3D Version 17.0.4 Page 34 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 44 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Joint Displacements (Continued) Joint X [in] LC Y [in] LC Z [in] LC X Rotation ... LC Y Rotation ... LC Z Rotation [... LC7N4max0130130139.123e-4 4 1.243e-3 8 2.908e-2 88min010101-4.04e-3 8 -1.008e-4 7 -2.055e-3 19N5max.198 7 .007 4 .056 4 2.639e-3 8 2.448e-3 10 1.29e-2 1010min-3.261 8 -.011 12 -.106 11 -4.696e-4 4 -8.67e-4 1 -2.38e-3 111N6max.182 5 .476 10 .027 4 3.79e-3 10 3.672e-3 10 7.842e-3 812min-3.257 8 -.308 1 -.697 8 -1.859e-4 11 -9.638e-4 4 -5.442e-4 113N7max.177 5 .178 4 .048 4 5.759e-3 8 9.61e-4 8 8.566e-3 814min-3.263 8 -.261 1 -1.501 10 -4.932e-4 4 -5.92e-5 1 -4.652e-4 515N8max.173 5 .17 4 .011 4 4.017e-3 10 2.694e-4 4 6.878e-3 816min-3.273 8 -.308 1 -.749 8 -7.644e-5 12 -5.108e-3 8 -4.078e-4 717N9max.168 5 .014 10 .091 4 3.19e-3 8 8.097e-4 1 8.921e-3 818min-3.301 8 -.01 1 -.061 12 7.42e-6 3 -2.338e-3 10 -1.655e-3 719N10max.146 5 .587 10 .001 4 1.853e-3 1 1.77e-3 8 -3.598e-5 120min-3.46 8 -.322 1 -.285 11 -3.684e-3 4 -1.576e-3 4 -3.43e-3 821N11max.176 7 .166 4 0 7 3.126e-3 8 6.98e-4 4 3.63e-4 722min-3.368 8 -.354 12 -.291 8 -1.616e-3 4 -3.279e-3 8 -2.476e-3 823N12max.16 5 .338 10 .004 1 3.075e-3 1 3.086e-4 10 5.16e-4 124min-3.369 8 -.29 1 -.339 8 -4.324e-3 4 -7.248e-4 11 -3.146e-3 1025N13max.17 5 .169 4 .004 1 3.748e-3 9 2.644e-4 1 1.641e-4 426min-3.323 8 -.289 1 -.334 8 -2.614e-3 4 -1.025e-3 8 -1.277e-3 927N14max.179 5 .178 4 .168 1 3.838e-3 1 -5.171e-6 1 1.066e-6 128min-3.292 8 -.263 1 -.398 10 -3.826e-3 4 -2.93e-4 11 -2.164e-3 829N15max0130130131.614e-3 10 1.18e-3 4 2.259e-2 930min010101-9.871e-4 1 -2.813e-3 12 -1.358e-2 731N16max0130130137.509e-4 4 2.597e-3 1 4.051e-2 1032min010101-1.221e-3 12 -3.84e-3 10 -1.28e-2 133N17max.52 7 .009 10 .039 4 9.262e-4 1 1.184e-3 7 2.276e-2 1034min-3.203 8 -.005 1 -.114 11 -4.818e-3 10 -3.524e-3 9 -8.104e-3 135N18max.744 1 .003 10 .066 4 1.211e-3 12 2.904e-3 1 1.26e-2 1236min-4.104 10 -.005 1 -.065 12 -3.266e-4 7 -5.574e-3 10 -5.529e-3 437N19max.046 7 2.821 10 0 1 1.024e-2 1 4.04e-3 1 8.365e-3 438min-4.076 8 -1.951 1 -.284 11 -1.64e-2 10 -4.7e-3 4 -1.027e-2 139N20max.095 6 1.496 4 0 1 1.021e-2 1 3.212e-3 4 1.027e-2 140min-4.046 8 -1.952 1 -.289 8 -7.683e-3 4 -4.032e-3 1 -8.255e-3 441N21max.077 6 2.662 4 0 1 1.493e-2 1 5.526e-3 1 5.904e-4 142min-3.973 8 -2.273 1 -.333 11 -1.749e-2 10 -6.508e-3 10 -1.085e-2 843N22max.12 7 1.816 4 .002 3 1.491e-2 1 4.529e-3 4 -5.985e-4 144min-3.87 8 -2.274 1 -.327 8 -1.226e-2 4 -5.518e-3 1 -8.063e-3 1145N23max.195 5 1.985 4 .131 1 1.693e-2 1 1.509e-6 1 -6.404e-6 146min-3.606 8 -2.148 1 -.397 10 -1.58e-2 4 -9.71e-4 8 -1.297e-2 847N24max0130130136.154e-4 4 1.361e-3 7 3.769e-2 948min010101-4.636e-4 1 -3.681e-3 12 -2.247e-2 749N25max0130130132.772e-4 7 2.69e-3 1 6.94e-2 1050min010101-1.653e-3 8 -5.809e-3 10 -3.22e-2 151N26max1.318 7 .01 10 .024 4 2.726e-4 6 1.558e-3 7 3.399e-2 1052min-4.845 8 -.008 1 -.106 11 -2.242e-3 8 -3.88e-3 12 -1.069e-2 153N27max2.491 1 .008 4 .043 4 2.564e-3 8 3.025e-3 1 1.897e-2 1254min-7.342 10 -.008 1 -.066 11 -2.795e-4 7 -7.883e-3 10 -4.982e-3 455N28max.473 7 4.907 4 .001 1 7.764e-3 1 3.118e-3 1 2.838e-2 456min-6.245 8 -4.301 1 -.284 11 -7.684e-3 10 -2.803e-3 4 -3.421e-2 157N29max.938 1 3.392 4 .001 1 7.772e-3 1 2.16e-3 4 3.421e-2 158min-6.812 8 -4.3 1 -.287 11 -4.512e-3 4 -3.12e-3 1 -2.91e-2 459N30max.237 7 6.203 4 0 7 1.272e-2 1 5.038e-3 1 6.564e-3 460min-6.289 8 -6.254 1 -.334 11 -1.143e-2 4 -4.319e-3 4 -1.778e-2 161N31max.232 1 5.152 4 .002 2 1.273e-2 1 3.515e-3 4 1.778e-2 162min-6.36 8 -6.254 1 -.329 11 -9.117e-3 4 -5.041e-3 1 -1.985e-2 1063N32max.285 5 6.069 4 .085 1 1.511e-2 1 6.068e-5 5 1.221e-6 1 RISA-3D Version 17.0.4 Page 35 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 45 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Joint Displacements (Continued) Joint X [in] LC Y [in] LC Z [in] LC X Rotation ... LC Y Rotation ... LC Z Rotation [... LC64min-5.916 8 -6.9 1 -.364 10 -1.235e-2 4 -8.57e-4 8 -1.677e-2 865N33max1.616 7 .011 4 .008 4 1.228e-4 4 1.899e-4 7 3.901e-2 1066min-5.783 9 -.009 1 -.093 11 -8.958e-4 8 -5.607e-4 1 -1.188e-2 167N34max.649 7 5.723 4 0 1 3.373e-5 7 8.448e-4 13 3.553e-2 468min-7.351 8 -5.203 1 -.286 11 -1.846e-3 8 -1.483e-4 4 -4.321e-2 169N35max.323 7 7.468 4 0 5 3.194e-4 1 3.818e-5 7 1.106e-2 470min-7.427 8 -7.74 1 -.334 11 -1.558e-3 10 -3.868e-4 9 -2.393e-2 171N36max.334 5 7.48 4 .029 1 7.976e-4 1 9.836e-7 6 -2.42e-7 172min-7.022 8 -8.623 1 -.326 10 -8.073e-4 4 -2.381e-4 8 -1.933e-2 873N37max.318 1 6.309 4 0 2 8.336e-4 11 1.262e-4 1 2.393e-2 174min-7.563 8 -7.74 1 -.332 11 -1.361e-4 7 -3.654e-4 13 -2.527e-2 1075N38max1.236 1 4.034 4 0 1 5.622e-4 13 1.325e-5 1 4.321e-2 176min-8.123 8 -5.203 1 -.287 11 -3.434e-4 1 -1.284e-3 11 -3.67e-2 477N39max3.116 1 .009 4 .015 4 3.788e-4 4 5.666e-4 1 2.245e-2 1178min-8.716 10 -.009 1 -.078 11 -4.125e-4 1 -1.351e-3 10 -5.526e-3 779N40max0130130138.914e-5 1 9.092e-4 10 8.104e-2 1080min010101-6.508e-4 13 -2.904e-4 1 -3.946e-2 181N41max0130130138.778e-5 1 3.032e-4 1 4.575e-2 1282min010101-5.251e-4 13 -2.631e-4 4 -2.572e-2 783N42max3.116 1 .009 4 .012 1 4.125e-4 1 6.533e-4 4 2.233e-2 1184min-8.714 10 -.009 1 -.097 8 -1.034e-3 13 -5.666e-4 1 -5.526e-3 785N43max1.236 1 4.034 4 0 4 3.434e-4 1 8.e-5 2 4.321e-2 186min-8.114 8 -5.203 1 -.288 11 -1.703e-3 13 -7.783e-4 10 -3.67e-2 487N44max.318 1 6.309 4 0 1 1.361e-4 7 3.774e-4 13 2.393e-2 188min-7.559 8 -7.74 1 -.336 11 -1.115e-3 11 -1.262e-4 1 -2.501e-2 1089N45max.334 5 7.48 4 .028 4 8.073e-4 4 2.732e-4 8 -2.42e-7 190min-7.023 8 -8.623 1 -.324 11 -7.976e-4 1 -9.836e-7 6 -1.935e-2 891N46max.323 7 7.468 4 0 4 1.195e-3 10 3.733e-4 9 1.106e-2 492min-7.433 8 -7.74 1 -.334 11 -3.194e-4 1 -3.818e-5 7 -2.393e-2 193N47max.649 7 5.723 4 0 7 7.646e-4 9 1.319e-3 8 3.553e-2 494min-7.363 8 -5.203 1 -.289 11 -2.376e-4 13 1.268e-5 1 -4.321e-2 195N48max1.616 7 .011 4 .012 1 4.097e-4 1 1.143e-3 8 3.915e-2 1096min-5.787 9 -.009 1 -.079 13 -5.515e-4 13 -1.899e-4 7 -1.188e-2 197N49max0130130134.797e-5 4 2.904e-4 1 8.107e-2 1098min010101-4.87e-4 8 -6.134e-4 10 -3.946e-2 199N50max013013013-6.073e-6 7 2.631e-4 4 4.575e-2 12100min010101-5.962e-4 8 -5.779e-4 11 -2.572e-2 7101N51max0130130134.636e-4 1 3.585e-3 12 3.874e-2 9102min010101-1.782e-3 10 -1.361e-3 7 -2.247e-2 7103N52max0130130134.661e-4 1 6.007e-3 10 6.817e-2 10104min010101-3.863e-4 13 -2.69e-3 1 -3.22e-2 1105N53max1.318 7 .01 4 .036 1 2.249e-3 8 4.942e-3 12 3.369e-2 10106min-4.953 8 -.008 1 -.074 10 -2.726e-4 6 -1.558e-3 7 -1.069e-2 1107N54max2.491 1 .008 4 .036 1 2.795e-4 7 6.555e-3 10 1.929e-2 12108min-7.245 10 -.008 1 -.129 10 -2.617e-3 8 -3.025e-3 1 -4.982e-3 4109N55max.473 7 4.907 4 0 7 9.879e-3 10 4.218e-3 10 2.838e-2 4110min-6.288 8 -4.301 1 -.293 11 -7.764e-3 1 -3.118e-3 1 -3.421e-2 1111N56max.938 1 3.392 4 .001 4 4.512e-3 4 3.12e-3 1 3.421e-2 1112min-6.775 8 -4.3 1 -.289 11 -7.772e-3 1 -2.16e-3 4 -2.91e-2 4113N57max.237 7 6.203 4 .001 1 1.226e-2 10 4.714e-3 10 6.564e-3 4114min-6.302 8 -6.254 1 -.336 11 -1.272e-2 1 -5.038e-3 1 -1.791e-2 12115N58max.232 1 5.152 4 .001 1 9.117e-3 4 5.041e-3 1 1.778e-2 1116min-6.353 8 -6.254 1 -.341 11 -1.273e-2 1 -3.515e-3 4 -1.916e-2 10117N59max.285 5 6.069 4 .084 4 1.235e-2 4 9.054e-4 8 1.221e-6 1118min-5.918 8 -6.9 1 -.329 11 -1.511e-2 1 -6.068e-5 5 -1.682e-2 8119N60max0130130139.871e-4 1 2.559e-3 1 2.416e-2 8120min010101-1.771e-3 10 -1.18e-3 4 -1.358e-2 7 RISA-3D Version 17.0.4 Page 36 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 46 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Joint Displacements (Continued) Joint X [in] LC Y [in] LC Z [in] LC X Rotation ... LC Y Rotation ... LC Z Rotation [... 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BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC111max0130130131.249e-3 8 NC 13 NC 132min010101-1.078e-4 1 NC 1 NC 132max.002 4 1.015 8 .031 4 1.51e-3 8 NC 3 NC 74min-.003 12 -.181 7 -.162 8 -2.976e-4 1 787.245 8 1133.419 853max.003 4 1.928 8 .054 4 1.821e-3 10 NC 3 NC 66min-.006 12 -.285 7 -.236 8 -4.874e-4 1 528.966 8 832.825 874max.005 4 2.682 8 .064 4 2.135e-3 10 NC 3 NC 68min-.008 12 -.283 7 -.198 8 -6.772e-4 1 668.616 8 1236.499 895max.007 4 3.261 8 .056 4 2.448e-3 10 NC 13 NC 1310min-.011 12 -.198 7 -.106 11 -8.67e-4 1 NC 1 NC 11121max0130130131.243e-3 8 NC 13 NC 1312min010101-1.008e-4 7 NC 1 NC 1132max.003 10 1.111 8 .034 4 4.316e-4 9 NC 6 NC 714min-.002 1 -.071 1 -.139 8 -2.029e-4 7 534.214 10 1134.623 8153max.007 10 2.077 8 .063 4 4.289e-4 1 7254.107 6 NC 716min-.005 1 -.113 1 -.189 8 -5.778e-4 10 358.147 10 835.248 8174max.01 10 2.819 8 .083 4 6.193e-4 1 NC 5 NC 718min-.007 1 -.141 6 -.128 8 -1.458e-3 10 445.144 10 1243.091 8195max.014 10 3.301 8 .091 4 8.097e-4 1 NC 13 NC 1320min-.01 1 -.168 5 -.061 12 -2.338e-3 10 NC 1 NC 12131max.187 7 1.108 8 .056 4 3.31e-3 10 NC 13 NC 1322min-3.067 8 -.064 7 -.106 11 -3.527e-4 6 NC 1 NC 1232max.188 7 1.738 10 .006 7 1.84e-3 8 NC 6 NC 1024min-3.069 8 -.215 1 -.198 11 -2.049e-3 4 497.889 10 7130.928 11253max.188 7 1.702 10 .001 4 2.092e-3 1 NC 6 NC 726min-3.071 8 -.316 1 -.285 11 -4.001e-3 4 558.753 10 3688.157 12274max.188 7 1.437 10 .004 1 2.794e-3 1 NC 6 NC 1028min-3.071 8 -.279 1 -.339 8 -4.244e-3 4 1189.567 10 2877.81 1295max.189 7 1.205 10 .168 1 3.606e-3 1 NC 13 NC 1330min-3.071 8 -.247 1 -.398 10 -3.65e-3 4 NC 1 NC 13141max3.106 8 .058 5 .061 12 2.114e-4 1 NC 13 NC 1332min-.157 5 -1.117 8 -.091 4 -3.779e-3 10 NC 1 NC 1332max3.109 8 .14 7 .163 11 7.e-4 4 NC 5 NC 734min-.158 5 -1.42 8 -.026 4 -3.892e-3 8 940.37 9 6144.831 11353max3.112 8 .137 7 .291 8 1.758e-3 4 NC 5 NC 736min-.158 5 -1.298 8 0 7 -4.058e-3 8 1056.932 12 2777.628 11374max3.115 8 .115 7 .334 8 2.465e-3 4 NC 7 NC 638min-.158 6 -1.159 8 -.004 1 -3.775e-3 9 2289.702 12 2866.831 12395max3.117 8 .132 7 .398 10 3.543e-3 4 NC 13 NC 1340min-.161 6 -1.062 8 -.168 1 -3.609e-3 1 NC 1 NC 14151max0130130131.18e-3 4 NC 13 NC 1342min010101-2.813e-3 12 NC 1 NC 1432max.002 10 .868 8 .059 10 1.123e-3 4 NC 13 NC 644min-.001 1 -.486 7 -.037 1 -2.926e-3 12 418.073 4 1990.035 10453max.004 10 1.679 8 .087 4 1.121e-3 7 NC 13 NC 646min-.002 1 -.773 7 -.065 1 -3.046e-3 9 283.153 4 1243.772 10474max.007 10 2.429 8 .088 4 1.153e-3 7 NC 13 NC 648min-.004 1 -.778 7 -.075 1 -3.285e-3 9 353.435 4 1421.453 10495max.009 10 3.203 8 .039 4 1.184e-3 7 NC 13 NC 1350min-.005 1 -.52 7 -.114 11 -3.524e-3 9 NC 1 NC 15161max0130130132.597e-3 1 NC 13 NC 1352min010101-3.84e-3 10 NC 1 NC 1532max0101.522 10 .029 4 2.674e-3 1 6260.3 12 NC 1054min-.001 1 -.46 1 -.046 12 -4.273e-3 10 317.812 10 5263.108 12553max.002 10 2.774 10 .053 4 2.75e-3 1 3444.892 12 NC 1056min-.002 1 -.784 1 -.08 12 -4.707e-3 10 218.137 10 3289.443 12 RISA-3D Version 17.0.4 Page 38 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 48 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC574max.002 10 3.643 10 .067 4 2.827e-3 1 3290.93 5 NC 1058min-.004 1 -.902 1 -.091 12 -5.14e-3 10 278.536 10 3759.363 12595max.003 10 4.104 10 .066 4 2.904e-3 1 NC 13 NC 1360min-.005 1 -.744 1 -.065 12 -5.574e-3 10 NC 1 NC 16171max.49 7 1.1 8 .039 4 -1.143e-4 1 NC 13 NC 1362min-3.008 8 -.176 7 -.114 11 -5.413e-3 8 NC 1 NC 1632max.489 7 2.885 10 .038 1 5.444e-3 1 1806.445 6 NC 1364min-3.006 8 -.77 1 -.144 13 -1.113e-2 10 217.603 10 6715.374 1653max.488 7 4.001 10 0 1 1.1e-2 1 2221.205 6 NC 766min-3.004 8 -1.815 1 -.284 11 -1.694e-2 10 147.482 10 4279.837 11674max.487 7 3.795 10 0 1 1.592e-2 1 3695.783 6 NC 1068min-3 8 -2.154 1 -.333 11 -1.866e-2 10 210.188 10 3475.275 12695max.486 7 2.73 10 .131 1 1.592e-2 1 NC 13 NC 1370min-2.996 8 -2.019 1 -.397 10 -1.498e-2 4 NC 1 NC 17181max3.858 10 .249 1 .065 12 1.289e-4 1 NC 13 NC 1372min-.701 1 -1.398 10 -.066 4 -2.014e-3 11 NC 1 NC 1732max3.858 10 .273 7 .236 10 3.626e-3 4 7030.726 5 NC 774min-.71 1 -1.676 8 -.038 1 -5.422e-3 1 386.346 11 2342.643 10753max3.857 10 .94 4 .289 8 8.319e-3 4 2681.186 7 NC 776min-.719 1 -2.218 12 0 1 -1.097e-2 1 252.079 12 2999.912 11774max3.856 10 1.281 4 .327 8 1.307e-2 4 7543.807 7 NC 1078min-.726 1 -2.155 1 -.002 3 -1.59e-2 1 348.094 12 3286.225 12795max3.854 10 1.461 4 .397 10 1.472e-2 4 NC 13 NC 1380min-.733 1 -2.019 1 -.131 1 -1.591e-2 1 NC 1 NC 18191max0130130131.078e-4 1 NC 13 NC 1382min010101-1.348e-3 10 NC 1 NC 1832max.002 4 1.013 8 .022 1 2.976e-4 1 NC 3 NC 784min-.002 1 -.181 7 -.203 13 -8.867e-4 4 779.302 8 848.163 13853max.003 4 1.923 8 .04 1 6.311e-4 12 NC 3 NC 686min-.005 1 -.285 7 -.29 13 -9.273e-4 4 524.019 8 616.78 13874max.005 4 2.672 8 .051 1 1.296e-3 12 NC 3 NC 688min-.007 1 -.283 7 -.228 13 -9.68e-4 4 662.493 8 893.223 13895max.007 4 3.245 8 .053 1 2.049e-3 11 NC 13 NC 1390min-.01 1 -.198 7 -.08 10 -1.009e-3 4 NC 1 NC 191101max0130130131.008e-4 7 NC 13 NC 1392min010101-1.121e-3 8 NC 1 NC 1932max.004 10 1.108 8 .021 1 2.029e-4 7 NC 6 NC 794min-.002 1 -.071 1 -.215 13 -1.068e-3 8 538.36 10 866.14 13953max.007 10 2.072 8 .039 1 4.545e-4 4 7254.107 6 NC 796min-.005 1 -.113 1 -.317 13 -1.271e-3 11 360.774 10 631.462 13974max.011 10 2.813 8 .05 1 7.231e-4 4 NC 5 NC 798min-.007 1 -.141 6 -.272 13 -1.633e-3 11 448.352 10 919.57 13995max.014 10 3.297 8 .053 1 9.916e-4 4 NC 13 NC 13100min-.01 1 -.168 5 -.181 10 -1.994e-3 11 NC 1 NC 1101111max.187 7 1.106 8 .053 1 4.723e-3 11 NC 13 NC 13102min-3.051 8 -.064 7 -.08 10 9.693e-5 4 NC 1 NC 11032max.188 7 1.724 10 .007 3 6.023e-3 13 NC 6 NC 13104min-3.052 8 -.215 1 -.154 11 -9.447e-4 1 510.304 10 8016.215 81053max.188 7 1.683 10 0 1 7.395e-3 13 NC 6 NC 7106min-3.052 8 -.316 1 -.3 11 -2.092e-3 1 583.098 10 2412.785 101074max.188 7 1.428 10 .005 4 6.925e-3 13 NC 6 NC 12108min-3.052 8 -.279 1 -.346 11 -2.794e-3 1 1260.029 10 2365.56 101095max.189 7 1.214 10 .13 4 5.678e-3 13 NC 13 NC 13110min-3.051 8 -.247 1 -.342 11 -3.606e-3 1 NC 1 NC 1111121max3.103 8 .058 5 .181 10 3.92e-4 7 NC 13 NC 13112min-.157 5 -1.115 8 -.053 1 -4.136e-3 11 NC 1 NC 11132max3.105 8 .14 7 .212 8 9.797e-4 1 NC 5 NC 13 RISA-3D Version 17.0.4 Page 39 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 49 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC114min-.158 5 -1.426 8 -.005 1 -3.696e-3 13 913.05 9 NC 11153max3.108 8 .137 7 .297 11 2.171e-3 1 NC 5 NC 7116min-.158 5 -1.305 8 0 1 -3.334e-3 13 1009.414 12 3970.725 101174max3.109 8 .115 7 .352 11 2.854e-3 1 NC 7 NC 12118min-.158 6 -1.152 8 -.002 4 -3.664e-3 13 2176.765 12 2665.701 101195max3.111 8 .132 7 .342 11 3.609e-3 1 NC 13 NC 13120min-.161 6 -1.038 8 -.13 4 -5.467e-3 13 NC 1 NC 1121131max0130130132.559e-3 1 NC 13 NC 13122min010101-1.18e-3 4 NC 1 NC 11232max.002 10 .941 8 .037 1 2.659e-3 12 7058.808 10 NC 13124min-.001 1 -.486 7 -.067 10 -1.123e-3 4 418.073 4 3244.694 101253max.003 10 1.811 8 .065 1 2.96e-3 9 NC 10 NC 13126min-.002 1 -.773 7 -.114 10 -1.121e-3 7 283.153 4 2027.934 101274max.005 10 2.601 8 .075 1 3.354e-3 9 6375.26 13 NC 13128min-.004 1 -.778 7 -.123 10 -1.153e-3 7 353.435 4 2317.639 101295max.006 10 3.389 8 .056 1 3.748e-3 9 NC 13 NC 13130min-.005 1 -.52 7 -.073 10 -1.184e-3 7 NC 1 NC 1131141max0130130134.209e-3 10 NC 13 NC 13132min010101-2.597e-3 1 NC 1 NC 11332max041.451 10 .038 12 4.469e-3 10 3535.368 12 NC 7134min-.001 11 -.46 1 -.029 4 -2.674e-3 1 333.637 10 2771.11 111353max.001 4 2.644 10 .065 1 4.73e-3 10 2117.169 5 NC 7136min-.003 11 -.784 1 -.053 4 -2.75e-3 1 229.471 10 1731.944 111374max.002 4 3.472 10 .074 1 4.99e-3 10 3290.93 5 NC 7138min-.004 11 -.902 1 -.078 10 -2.827e-3 1 294.133 10 1979.364 111395max.002 4 3.916 10 .056 1 5.25e-3 10 NC 13 NC 13140min-.005 11 -.744 1 -.152 10 -2.904e-3 1 NC 1 NC 1141151max.49 7 1.162 8 .056 1 3.013e-3 8 NC 13 NC 13142min-3.183 8 -.176 7 -.073 10 1.143e-4 1 NC 1 NC 11432max.489 7 2.895 10 .016 7 7.748e-3 10 1806.445 6 NC 7144min-3.18 8 -.77 1 -.213 11 -5.444e-3 1 205.279 10 3337.797 81453max.488 7 3.86 10 0 7 1.342e-2 4 2221.205 6 NC 7146min-3.176 8 -1.815 1 -.297 11 -1.1e-2 1 142.704 10 2354.219 101474max.487 7 3.44 10 .002 4 1.703e-2 4 3695.783 6 NC 12148min-3.171 8 -2.154 1 -.339 11 -1.592e-2 1 210.969 10 2306.668 101495max.486 7 2.269 4 .131 4 1.498e-2 4 NC 13 NC 13150min-3.166 8 -2.019 1 -.333 11 -1.592e-2 1 NC 1 NC 1151161max3.68 10 .249 1 .152 10 4.434e-3 11 NC 13 NC 13152min-.701 1 -1.339 10 -.056 1 -1.289e-4 1 NC 1 NC 11532max3.679 10 .273 7 .146 11 7.435e-3 12 7030.726 5 NC 13154min-.71 1 -1.665 8 -.047 4 -3.626e-3 4 425.707 12 4607.687 101553max3.679 10 .94 4 .293 11 1.148e-2 12 2681.186 7 NC 7156min-.719 1 -2.334 12 -.001 2 -8.319e-3 4 263.893 12 3404.769 101574max3.677 10 1.281 4 .346 11 1.59e-2 1 7543.807 7 NC 12158min-.726 1 -2.38 12 0 7 -1.307e-2 4 344.993 12 2468.566 101595max3.675 10 1.461 4 .333 11 1.591e-2 1 NC 13 NC 13160min-.733 1 -2.019 1 -.131 4 -1.472e-2 4 NC 1 NC 1161171max.461 10 0 13 0 13 4.472e-3 13 NC 13 NC 13162min-.306 1 0 1 0 1 -2.372e-4 1 NC 1 NC 11632max.463 10 .011 1 .095 7 5.072e-3 13 NC 7 8684.048 6164min-.307 1 -.643 13 -1.455 8 -3.357e-4 1 401.634 13 365.938 81653max.464 10 .018 1 .163 7 5.672e-3 13 NC 7 5560.295 6166min-.308 1 -.939 13 -2.645 8 -4.342e-4 1 292.699 13 234.306 81674max.465 10 .02 1 .181 5 5.868e-3 13 NC 7 6965.166 6168min-.308 1 -.799 13 -3.303 8 -5.761e-4 1 420.342 13 293.506 81695max.467 10 .012 1 .152 5 3.947e-3 13 NC 13 NC 13170min-.309 1 -.364 11 -3.397 8 -9.454e-4 1 NC 1 NC 1 RISA-3D Version 17.0.4 Page 40 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 50 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC171181max.168 4 0 13 0 13 1.975e-4 3 NC 13 NC 13172min-.306 1 0 1 0 1 -3.449e-3 13 NC 1 NC 11732max.169 4 .01 1 .08 5 2.359e-4 1 NC 7 7641.195 7174min-.307 1 -.647 13 -1.485 8 -4.18e-3 13 398.747 13 341.527 81753max.169 4 .016 1 .144 5 3.219e-4 1 NC 7 4892.569 7176min-.307 1 -.945 13 -2.685 8 -4.912e-3 13 290.356 13 218.676 81774max.17 4 .018 1 .175 5 4.764e-4 1 NC 7 6128.731 7178min-.308 1 -.804 13 -3.316 8 -5.144e-3 13 416.634 13 273.927 81795max.17 4 .012 1 .172 5 9.885e-4 1 NC 13 NC 13180min-.309 1 -.361 13 -3.342 8 -2.771e-3 13 NC 1 NC 1181191max.472 10 0 13 0 13 2.146e-3 10 NC 13 NC 13182min-.306 1 0 1 0 1 -7.327e-4 4 NC 1 NC 11832max.474 10 .015 4 .095 7 2.683e-3 10 NC 7 8684.048 6184min-.307 1 -.52 8 -1.458 8 -8.141e-4 4 509.133 8 367.7 81853max.475 10 .025 4 .163 7 3.221e-3 10 NC 7 5560.295 6186min-.308 1 -.763 8 -2.652 8 -8.955e-4 4 373.653 8 235.434 81874max.477 10 .026 4 .181 5 3.386e-3 8 NC 7 6965.166 6188min-.308 1 -.66 8 -3.317 8 -1.024e-3 4 545.986 8 294.919 81895max.478 10 .008 4 .152 5 1.618e-3 8 NC 13 NC 13190min-.309 1 -.338 8 -3.42 8 -1.402e-3 4 NC 1 NC 1191201max.168 4 0 13 0 13 5.541e-5 7 NC 13 NC 13192min-.306 1 0 1 0 1 -4.036e-3 8 NC 1 NC 11932max.169 4 .006 4 .08 5 7.097e-5 7 NC 7 7641.195 7194min-.307 1 -.553 8 -1.49 8 -4.414e-3 8 475.836 8 339.588 81953max.169 4 .009 4 .144 5 1.784e-4 4 NC 7 4892.569 7196min-.307 1 -.815 8 -2.693 8 -4.791e-3 8 345.612 8 217.434 81974max.17 4 .011 4 .175 5 3.43e-4 4 NC 7 6128.731 7198min-.308 1 -.709 8 -3.323 8 -4.76e-3 8 493.962 8 272.372 81995max.17 4 .007 4 .172 5 8.019e-4 4 NC 13 NC 13200min-.309 1 -.347 8 -3.345 8 -2.593e-3 8 NC 1 NC 1201211max0130130131.361e-3 7 NC 13 NC 13202min010101-3.681e-3 12 NC 1 NC 12032max.003 10 1.451 9 .023 4 1.41e-3 7 3607.741 13 NC 12204min-.002 1 -.817 7 -.018 1 -3.73e-3 12 265.301 4 5171.131 102053max.005 10 2.764 9 .04 4 1.46e-3 7 2778.259 13 NC 7206min-.004 1 -1.371 7 -.032 1 -3.78e-3 12 178.213 4 3231.957 102074max.008 10 3.881 9 .042 4 1.509e-3 7 NC 8 NC 7208min-.006 1 -1.544 7 -.054 12 -3.83e-3 12 218.75 4 3693.665 102095max.01 10 4.845 8 .024 4 1.558e-3 7 NC 13 NC 13210min-.008 1 -1.318 7 -.106 11 -3.88e-3 12 NC 1 NC 1211221max1.24 7 1.662 8 .024 4 6.95e-4 7 NC 13 NC 13212min-4.551 8 -.446 7 -.106 11 -3.237e-3 8 NC 1 NC 12132max1.24 7 4.3 10 .046 1 3.781e-3 1 NC 1 NC 13214min-4.548 8 -1.007 1 -.123 13 -5.275e-3 10 184.267 8 5412.566 92153max1.24 7 6.479 10 .001 1 8.362e-3 1 1869.926 6 NC 7216min-4.545 8 -3.722 1 -.284 11 -8.079e-3 4 116.547 10 4186.799 112174max1.241 7 7.058 10 0 7 1.368e-2 1 NC 6 NC 10218min-4.542 8 -5.799 1 -.334 11 -1.222e-2 4 149.909 10 4027.736 122195max1.242 7 6.373 4 .085 1 1.42e-2 1 NC 13 NC 13220min-4.538 8 -6.485 1 -.364 10 -1.17e-2 4 NC 1 NC 1221231max2.356 1 5.035 4 .085 1 1.42e-2 1 NC 13 NC 13222min-6.916 10 -6.485 1 -.364 10 -1.151e-2 4 NC 1 NC 12232max2.353 1 4.061 4 .002 2 1.368e-2 1 4104.027 5 NC 7224min-6.911 10 -5.799 1 -.329 11 -9.769e-3 4 243.486 12 3874.397 122253max2.35 1 2.19 4 .001 1 8.37e-3 1 3268.759 7 NC 7226min-6.908 10 -3.843 12 -.287 11 -4.978e-3 4 206.882 12 3214.653 112274max2.347 1 .41 7 .046 1 4.943e-3 9 NC 1 NC 7 RISA-3D Version 17.0.4 Page 41 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 51 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC228min-6.905 10 -2.748 8 -.281 10 -1.863e-3 7 271.165 8 1874.365 102295max2.344 1 .843 1 .043 4 5.003e-3 10 NC 13 NC 13230min-6.903 10 -2.501 10 -.066 11 -7.912e-4 1 NC 1 NC 1231241max.008 1 7.342 10 .066 11 7.883e-3 10 NC 13 NC 13232min-.008 4 -2.491 1 -.043 4 -3.025e-3 1 NC 1 NC 12332max.006 1 6.442 10 .103 8 7.364e-3 10 1503.519 5 NC 7234min-.006 4 -2.575 1 -.021 4 -2.941e-3 1 168.321 10 2167.851 82353max.004 1 4.832 10 .103 8 6.846e-3 10 1110.679 5 NC 7236min-.004 4 -2.09 1 -.018 7 -2.858e-3 1 135.668 10 1896.87 82374max.002 1 2.619 10 .062 8 6.327e-3 10 1583.661 5 NC 7238min-.002 4 -1.182 1 -.01 7 -2.774e-3 1 200.977 10 3034.992 82395max0130130135.809e-3 10 NC 13 NC 13240min010101-2.69e-3 1 NC 1 NC 1241251max0130130133.585e-3 12 NC 13 NC 13242min010101-1.361e-3 7 NC 1 NC 12432max.003 4 1.49 9 .018 1 3.925e-3 12 3026.373 6 NC 7244min-.002 1 -.817 7 -.067 10 -1.41e-3 7 265.301 4 3202.683 82453max.005 4 2.833 9 .032 1 4.264e-3 12 2618.682 6 NC 7246min-.004 1 -1.371 7 -.115 10 -1.46e-3 7 178.213 4 2001.677 82474max.008 4 3.968 9 .039 1 4.603e-3 12 7954.989 6 NC 7248min-.006 1 -1.544 7 -.124 10 -1.509e-3 7 218.75 4 2287.631 82495max.01 4 4.953 8 .036 1 4.942e-3 12 NC 13 NC 13250min-.008 1 -1.318 7 -.074 10 -1.558e-3 7 NC 1 NC 1251261max1.24 7 1.698 8 .036 1 3.709e-3 8 NC 13 NC 13252min-4.653 8 -.446 7 -.074 10 -6.95e-4 7 NC 1 NC 12532max1.24 7 4.269 10 .022 7 7.04e-3 10 NC 1 NC 7254min-4.65 8 -1.007 1 -.244 11 -3.781e-3 1 183.572 8 2712.202 82553max1.24 7 6.337 10 0 7 1.073e-2 10 1869.926 6 NC 7256min-4.647 8 -3.722 1 -.293 11 -8.362e-3 1 117.77 10 2735.863 102574max1.241 7 6.826 10 .001 1 1.313e-2 10 NC 6 NC 7258min-4.644 8 -5.799 1 -.336 11 -1.368e-2 1 153.001 10 2811.644 102595max1.242 7 6.373 4 .084 4 1.17e-2 4 NC 13 NC 13260min-4.641 8 -6.485 1 -.329 11 -1.42e-2 1 NC 1 NC 1261271max2.356 1 5.035 4 .084 4 1.151e-2 4 NC 13 NC 13262min-6.824 10 -6.485 1 -.329 11 -1.42e-2 1 NC 1 NC 12632max2.353 1 4.061 4 .001 1 9.769e-3 4 4104.027 5 NC 12264min-6.82 10 -5.799 1 -.341 11 -1.368e-2 1 235.37 12 2931.603 102653max2.35 1 2.19 4 .001 4 4.978e-3 4 3268.759 7 NC 7266min-6.816 10 -3.98 12 -.289 11 -8.37e-3 1 202.547 12 3650.465 102674max2.347 1 .41 7 .065 4 1.863e-3 7 NC 1 NC 12268min-6.814 10 -2.79 8 -.127 11 -3.79e-3 1 271.401 8 3198.093 102695max2.344 1 .843 1 .036 1 7.912e-4 1 NC 13 NC 13270min-6.811 10 -2.468 10 -.129 10 -4.575e-3 10 NC 1 NC 1271281max.008 1 7.245 10 .129 10 3.025e-3 1 NC 13 NC 13272min-.008 4 -2.491 1 -.036 1 -6.555e-3 10 NC 1 NC 12732max.006 1 6.342 10 .065 13 2.941e-3 1 1503.519 5 NC 13274min-.006 4 -2.575 1 -.039 1 -6.418e-3 10 173.343 10 3336.668 82753max.004 1 4.751 10 .036 13 2.858e-3 1 1110.679 5 NC 7276min-.004 4 -2.09 1 -.032 1 -6.281e-3 10 139.543 10 2919.584 82774max.002 1 2.573 10 .016 13 2.774e-3 1 1583.661 5 NC 13278min-.002 4 -1.182 1 -.018 1 -6.144e-3 10 206.579 10 4671.335 82795max0130130132.69e-3 1 NC 13 NC 13280min010101-6.007e-3 10 NC 1 NC 1281291max0130130132.631e-4 4 NC 13 NC 13282min010101-5.779e-4 11 NC 1 NC 12832max.003 4 1.746 9 0 7 1.721e-4 4 5780.329 6 NC 13284min-.002 1 -.937 7 -.023 8 -2.015e-4 11 234.912 1 NC 1 RISA-3D Version 17.0.4 Page 42 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 52 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC2853max.005 4 3.329 9 -.001 7 4.606e-4 8 6863.825 6 NC 13286min-.005 1 -1.588 7 -.045 8 1.791e-5 7 155.851 1 NC 12874max.008 4 4.677 9 0 1 8.019e-4 8 NC 6 NC 13288min-.007 1 -1.824 7 -.063 8 -8.6e-5 7 186.302 1 NC 12895max.011 4 5.787 9 .012 1 1.143e-3 8 NC 13 NC 13290min-.009 1 -1.616 7 -.079 13 -1.899e-4 7 NC 1 NC 1291301max0130130132.904e-4 1 NC 13 NC 13292min010101-6.134e-4 10 NC 1 NC 12932max.002 4 3.062 10 .002 7 1.746e-4 11 1328.456 5 NC 13294min-.002 1 -1.449 1 -.019 8 -3.421e-4 10 178.333 10 NC 12953max.004 4 5.667 10 .002 7 1.963e-4 13 924.038 5 NC 13296min-.005 1 -2.568 1 -.041 8 -1.381e-4 1 120.262 10 NC 12974max.007 4 7.595 10 0 6 3.719e-4 4 1224.61 5 NC 13298min-.007 1 -3.182 1 -.066 8 -3.524e-4 1 148.685 10 NC 12995max.009 4 8.714 10 .012 1 6.533e-4 4 NC 13 NC 13300min-.009 1 -3.116 1 -.097 8 -5.666e-4 1 NC 1 NC 1301311max1.52 7 1.978 9 .012 1 5.766e-4 1 NC 13 NC 13302min-5.438 9 -.548 7 -.079 13 -2.576e-4 13 NC 1 NC 13032max1.521 7 4.96 10 0 7 7.284e-4 9 2758.016 1 NC 7304min-5.437 9 -1.121 1 -.183 11 -8.871e-5 7 163.787 8 6522.837 83053max1.521 7 7.489 10 0 7 1.078e-3 9 2288.664 6 NC 7306min-5.436 9 -4.468 1 -.289 11 -2.145e-5 7 104.918 10 3403.937 103074max1.522 7 8.272 10 0 4 1.23e-3 8 5364.858 6 NC 7308min-5.435 9 -7.166 1 -.334 11 -2.575e-4 1 132.441 10 3787.862 103095max1.523 7 7.824 4 .028 4 8.44e-4 10 NC 13 NC 13310min-5.433 9 -8.105 1 -.324 11 -7.497e-4 1 NC 1 NC 1311321max8.193 10 1.056 1 .097 8 1.085e-3 13 NC 13 NC 13312min-2.932 1 -2.969 10 -.012 1 -5.812e-4 1 NC 1 NC 13132max8.196 10 .487 7 .167 11 1.228e-3 13 5009.05 6 NC 13314min-2.935 1 -3.359 8 -.004 4 -4.542e-4 1 214.593 8 NC 13153max8.199 10 2.573 4 .288 11 1.372e-3 13 7332.349 2 NC 7316min-2.939 1 -4.603 12 0 4 -3.273e-4 1 183.871 12 3741.111 103174max8.202 10 4.993 4 .336 11 1.159e-3 11 NC 5 NC 7318min-2.942 1 -7.166 1 0 1 -1.074e-4 7 209.297 12 3790.014 103195max8.206 10 6.237 4 .324 11 7.496e-4 1 NC 13 NC 13320min-2.945 1 -8.105 1 -.028 4 -7.283e-4 4 NC 1 NC 1321331max0130130133.032e-4 1 NC 13 NC 13322min010101-2.631e-4 4 NC 1 NC 13232max.003 4 1.746 9 .003 1 1.595e-4 11 5780.329 6 NC 13324min-.002 1 -.937 7 -.021 13 -1.747e-4 10 234.912 1 NC 13253max.005 4 3.329 9 .004 1 1.285e-4 13 6863.825 6 NC 13326min-.005 1 -1.588 7 -.042 13 -2.46e-4 9 155.851 1 NC 13274max.008 4 4.676 9 .004 4 1.119e-4 13 NC 6 NC 13328min-.007 1 -1.824 7 -.066 11 -3.685e-4 9 186.302 1 NC 13295max.011 4 5.783 9 .008 4 1.899e-4 7 NC 13 NC 13330min-.009 1 -1.616 7 -.093 11 -5.607e-4 1 NC 1 NC 1331341max0130130139.092e-4 10 NC 13 NC 13332min010101-2.904e-4 1 NC 1 NC 13332max.002 4 3.06 10 .003 1 3.442e-4 10 1328.456 5 NC 13334min-.002 1 -1.449 1 -.025 13 -1.524e-4 11 178.672 10 NC 13353max.004 4 5.664 10 .004 1 1.381e-4 1 924.038 5 NC 13336min-.005 1 -2.568 1 -.048 13 -4.787e-4 13 120.526 10 NC 13374max.007 4 7.593 10 .004 4 3.524e-4 1 1224.61 5 NC 13338min-.007 1 -3.182 1 -.066 11 -8.465e-4 13 149.054 10 NC 13395max.009 4 8.716 10 .015 4 5.666e-4 1 NC 13 NC 13340min-.009 1 -3.116 1 -.078 11 -1.351e-3 10 NC 1 NC 1341351max1.52 7 1.977 9 .008 4 1.56e-4 7 NC 13 NC 13 RISA-3D Version 17.0.4 Page 43 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 53 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC342min-5.434 9 -.548 7 -.093 11 -9.889e-4 9 NC 1 NC 13432max1.521 7 4.943 10 .004 1 8.871e-5 7 2758.016 1 NC 13344min-5.434 9 -1.121 1 -.171 11 -1.246e-3 8 165.22 8 NC 13453max1.521 7 7.466 10 0 1 2.145e-5 7 2288.664 6 NC 7346min-5.433 9 -4.468 1 -.286 11 -1.546e-3 8 105.809 10 3897.837 113474max1.522 7 8.264 10 0 5 2.575e-4 1 5364.858 6 NC 7348min-5.431 9 -7.166 1 -.334 11 -1.581e-3 8 133.155 10 4389.237 113495max1.523 7 7.824 4 .029 1 7.497e-4 1 NC 13 NC 13350min-5.43 9 -8.105 1 -.326 10 -7.892e-4 4 NC 1 NC 1351361max8.194 10 1.056 1 .078 11 5.812e-4 1 NC 13 NC 13352min-2.932 1 -2.969 10 -.015 4 -5.792e-4 4 NC 1 NC 13532max8.197 10 .487 7 .184 11 4.542e-4 1 5009.05 6 NC 7354min-2.935 1 -3.372 8 -.004 1 -6.319e-4 13 212.439 8 6345.808 83553max8.2 10 2.573 4 .287 11 3.273e-4 1 7332.349 2 NC 7356min-2.939 1 -4.616 12 0 1 -9.63e-4 13 182.212 12 3532.735 113574max8.203 10 4.993 4 .332 11 1.074e-4 7 NC 5 NC 7358min-2.942 1 -7.166 1 0 2 -8.987e-4 11 208.296 12 4271.033 113595max8.207 10 6.237 4 .326 10 7.283e-4 4 NC 13 NC 13360min-2.945 1 -8.105 1 -.029 1 -7.496e-4 1 NC 1 NC 1361371max0130130133.824e-3 7 NC 13 NC 13362min010101-2.131e-2 8 NC 1 NC 13632max.015 10 .008 1 .13 7 1.209e-3 6 NC 13 NC 13364min-.012 1 -.01 10 -.847 8 -1.96e-2 8 NC 1 NC 13653max.03 10 .015 1 .26 7 3.296e-3 1 NC 13 NC 13366min-.023 1 -.02 10 -1.694 8 -1.83e-2 10 NC 1 NC 13674max.046 10 .023 1 .39 7 5.713e-3 1 NC 13 NC 13368min-.035 1 -.031 10 -2.542 8 -1.725e-2 10 NC 1 NC 13695max.061 10 .031 1 .52 7 8.13e-3 1 NC 13 NC 13370min-.046 1 -.041 10 -3.389 8 -1.62e-2 10 NC 1 NC 1371381max0130130132.017e-2 9 NC 13 NC 13372min010101-1.127e-2 7 NC 1 NC 13732max.009 1 .013 10 .811 8 1.743e-2 8 NC 13 NC 13374min-.015 10 -.01 1 -.049 7 -7.982e-3 7 NC 1 NC 13753max.017 1 .025 10 1.623 8 1.505e-2 8 NC 13 NC 13376min-.031 10 -.02 1 -.099 7 -4.697e-3 7 NC 1 NC 13774max.026 1 .038 10 2.434 8 1.266e-2 8 NC 13 NC 13378min-.046 10 -.03 1 -.148 7 -1.413e-3 7 NC 1 NC 13795max.035 1 .05 10 3.245 8 1.031e-2 10 NC 13 NC 13380min-.062 10 -.041 1 -.198 7 -1.317e-3 1 NC 1 NC 1381391max0130130131.127e-2 7 NC 13 NC 13382min010101-1.924e-2 9 NC 1 NC 13832max.019 11 .01 4 .049 7 7.982e-3 7 NC 13 NC 13384min-.01 4 -.018 12 -.815 8 -1.605e-2 8 NC 1 NC 13853max.039 11 .02 4 .099 7 4.697e-3 7 NC 13 NC 13386min-.02 4 -.037 12 -1.631 8 -1.352e-2 8 NC 1 NC 13874max.058 11 .03 4 .148 7 1.413e-3 7 NC 13 NC 13388min-.03 4 -.055 12 -2.446 8 -1.1e-2 8 NC 1 NC 13895max.078 11 .04 4 .198 7 1.317e-3 1 NC 13 NC 13390min-.04 4 -.074 12 -3.261 8 -8.545e-3 10 NC 1 NC 1391401max0130130132.133e-2 8 NC 13 NC 13392min010101-3.824e-3 7 NC 1 NC 13932max.009 4 .018 11 .801 8 1.967e-2 8 NC 13 NC 13394min-.022 11 -.005 4 -.13 7 -1.209e-3 6 NC 1 NC 13953max.017 4 .036 11 1.601 8 1.833e-2 10 NC 13 NC 13396min-.044 11 -.01 4 -.26 7 -3.296e-3 1 NC 1 NC 13974max.026 4 .055 11 2.402 8 1.733e-2 10 NC 13 NC 13398min-.065 11 -.015 4 -.39 7 -5.713e-3 1 NC 1 NC 1 RISA-3D Version 17.0.4 Page 44 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 54 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC3995max.034 4 .073 11 3.203 8 1.633e-2 10 NC 13 NC 13400min-.087 11 -.02 4 -.52 7 -8.13e-3 1 NC 1 NC 1401411max0130130131.575e-3 1 NC 13 NC 13402min010101-2.333e-2 8 NC 1 NC 14032max.029 10 .008 1 .186 1 8.908e-4 7 NC 13 NC 13404min-.012 1 -.024 10 -.979 10 -1.858e-2 8 NC 1 NC 14053max.059 10 .015 1 .372 1 1.732e-3 7 NC 13 NC 13406min-.023 1 -.048 10 -1.958 10 -1.382e-2 8 NC 1 NC 14074max.088 10 .023 1 .558 1 2.572e-3 7 NC 13 NC 13408min-.035 1 -.072 10 -2.937 10 -9.519e-3 9 NC 1 NC 14095max.118 10 .031 1 .744 1 6.682e-3 4 NC 13 NC 13410min-.046 1 -.096 10 -3.916 10 -9.169e-3 12 NC 1 NC 1411421max0130130133.28e-2 10 NC 13 NC 13412min010101-1.162e-2 1 NC 1 NC 14132max.009 1 .031 10 .824 8 2.608e-2 10 NC 13 NC 13414min-.033 10 -.01 1 -.042 5 -8.373e-3 1 NC 1 NC 14153max.017 1 .062 10 1.649 8 1.937e-2 10 NC 13 NC 13416min-.066 10 -.02 1 -.084 5 -5.131e-3 1 NC 1 NC 14174max.026 1 .093 10 2.473 8 1.265e-2 10 NC 13 NC 13418min-.099 10 -.03 1 -.126 5 -1.89e-3 1 NC 1 NC 14195max.035 1 .124 10 3.297 8 6.452e-3 8 NC 13 NC 13420min-.133 10 -.041 1 -.168 5 -9.743e-4 7 NC 1 NC 1421431max0130130131.162e-2 1 NC 13 NC 13422min010101-3.403e-2 10 NC 1 NC 14232max.012 12 .016 4 .042 5 8.373e-3 1 NC 13 NC 13424min-.016 4 -.01 1 -.825 8 -2.745e-2 10 NC 1 NC 14253max.023 12 .033 4 .084 5 5.131e-3 1 NC 13 NC 13426min-.032 4 -.02 1 -1.651 8 -2.087e-2 10 NC 1 NC 14274max.035 12 .049 4 .126 5 1.89e-3 1 NC 13 NC 13428min-.048 4 -.03 1 -2.476 8 -1.43e-2 10 NC 1 NC 14295max.046 12 .066 4 .168 5 9.743e-4 7 NC 13 NC 13430min-.064 4 -.041 1 -3.301 8 -8.298e-3 8 NC 1 NC 1431441max0130130132.349e-2 8 NC 13 NC 13432min010101-1.575e-3 1 NC 1 NC 14332max.013 4 .01 12 1.026 10 1.866e-2 8 NC 13 NC 13434min-.013 12 -.01 4 -.186 1 -8.908e-4 7 NC 1 NC 14353max.027 4 .019 12 2.052 10 1.384e-2 8 NC 13 NC 13436min-.026 12 -.02 4 -.372 1 -1.732e-3 7 NC 1 NC 14374max.04 4 .029 12 3.078 10 9.432e-3 9 NC 13 NC 13438min-.04 12 -.03 4 -.558 1 -2.572e-3 7 NC 1 NC 14395max.053 4 .038 12 4.104 10 9.087e-3 12 NC 13 NC 13440min-.053 12 -.04 4 -.744 1 -6.682e-3 4 NC 1 NC 1441451max2.718 8 .039 5 .108 7 1.211e-3 7 NC 13 NC 13442min-.133 6 -.809 8 -1.69 8 -7.567e-3 11 NC 1 NC 14432max2.833 8 .255 7 .099 5 2.29e-3 1 NC 13 NC 13444min-.192 1 -.744 9 -1.714 8 -4.228e-3 10 NC 1 NC 14453max2.948 8 .68 4 .095 5 6.023e-3 1 NC 13 NC 13446min-.312 1 -1.044 12 -1.739 8 -4.411e-3 4 NC 1 NC 14474max3.087 10 1.158 4 .103 6 9.756e-3 1 NC 13 NC 13448min-.432 1 -1.555 1 -1.763 8 -6.728e-3 4 NC 1 NC 14495max3.227 10 1.636 4 .112 6 1.349e-2 1 NC 13 NC 13450min-.552 1 -2.077 1 -1.787 8 -9.044e-3 4 NC 1 NC 1451461max3.038 10 .166 1 2.299 10 1.014e-2 11 NC 13 NC 13452min-.565 1 -.92 10 -.459 1 -2.031e-3 4 NC 1 NC 14532max2.894 10 .068 1 2.211 10 6.555e-3 12 NC 13 NC 13454min-.465 1 -.843 8 -.309 1 -2.417e-3 4 NC 1 NC 14553max2.751 10 .04 5 2.136 8 3.628e-3 1 NC 13 NC 13 RISA-3D Version 17.0.4 Page 45 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 55 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC456min-.365 1 -.784 8 -.159 1 -2.803e-3 4 NC 1 NC 14574max2.62 8 .072 7 2.082 8 3.343e-3 1 NC 13 NC 13458min-.265 1 -.725 8 -.096 5 -3.188e-3 4 NC 1 NC 14595max2.502 8 .106 7 2.028 8 3.059e-3 1 NC 13 NC 13460min-.165 1 -.666 8 -.146 7 -5.569e-3 13 NC 1 NC 1461471max.178 7 .769 8 .091 5 1.436e-3 1 NC 13 NC 13462min-2.552 8 -.049 7 -1.852 8 -5.39e-3 10 NC 1 NC 14632max.228 7 1.027 10 .101 5 1.166e-3 13 NC 13 NC 13464min-2.552 8 -.511 1 -1.939 8 -2.294e-3 1 NC 1 NC 14653max.279 7 1.31 10 .117 7 6.019e-3 4 NC 13 NC 13466min-2.551 8 -1.033 1 -2.027 8 -6.024e-3 1 NC 1 NC 14674max.329 7 1.715 4 .136 7 1.107e-2 4 NC 13 NC 13468min-2.551 8 -1.555 1 -2.115 8 -9.754e-3 1 NC 1 NC 14695max.38 7 2.206 4 .155 7 1.612e-2 4 NC 13 NC 13470min-2.55 8 -2.077 1 -2.203 8 -1.348e-2 1 NC 1 NC 1471481max.401 7 .83 8 1.83 8 1.462e-2 10 NC 13 NC 13472min-2.729 8 -.12 7 -.31 7 -4.206e-3 1 NC 1 NC 14732max.349 7 .851 8 1.774 8 1.153e-2 10 NC 13 NC 13474min-2.727 8 -.084 7 -.244 7 -3.918e-3 1 NC 1 NC 14753max.297 7 .872 8 1.719 8 8.432e-3 10 NC 13 NC 13476min-2.725 8 -.05 6 -.178 7 -3.63e-3 1 NC 1 NC 14774max.244 7 .892 8 1.664 8 5.336e-3 10 NC 13 NC 13478min-2.722 8 -.127 1 -.112 7 -3.343e-3 1 NC 1 NC 14795max.192 7 .93 10 1.608 8 3.875e-3 13 NC 13 NC 13480min-2.72 8 -.225 1 -.14 1 -3.055e-3 1 NC 1 NC 1481491max.401 7 .762 8 .31 7 4.206e-3 1 NC 13 NC 13482min-2.497 8 -.12 7 -1.858 8 -1.659e-2 10 NC 1 NC 14832max.349 7 .771 8 .244 7 3.918e-3 1 NC 13 NC 13484min-2.475 8 -.084 7 -1.927 8 -1.184e-2 10 NC 1 NC 14853max.297 7 .78 8 .178 7 3.63e-3 1 NC 13 NC 13486min-2.452 8 -.05 6 -1.995 8 -7.091e-3 10 NC 1 NC 14874max.244 7 .792 10 .112 7 3.343e-3 1 NC 13 NC 13488min-2.43 8 -.127 1 -2.063 8 -4.706e-3 4 NC 1 NC 14895max.192 7 .821 10 .14 1 3.336e-3 9 NC 13 NC 13490min-2.408 8 -.225 1 -2.132 8 -2.521e-3 4 NC 1 NC 1491501max.178 7 .795 8 1.731 8 9.655e-3 10 NC 13 NC 13492min-2.649 8 -.049 7 -.091 5 -1.436e-3 1 NC 1 NC 14932max.228 7 1.194 10 1.721 8 3.292e-3 8 NC 13 NC 13494min-2.671 8 -.511 1 -.101 5 -1.129e-3 7 NC 1 NC 14953max.279 7 1.619 10 1.712 8 6.024e-3 1 NC 13 NC 13496min-2.692 8 -1.033 1 -.117 7 -6.019e-3 4 NC 1 NC 14974max.329 7 2.044 10 1.702 8 9.754e-3 1 NC 13 NC 13498min-2.714 8 -1.555 1 -.136 7 -1.107e-2 4 NC 1 NC 14995max.38 7 2.469 10 1.692 8 1.348e-2 1 NC 13 NC 13500min-2.736 8 -2.077 1 -.155 7 -1.798e-2 10 NC 1 NC 1501511max2.631 8 .039 5 1.832 8 3.299e-3 11 NC 13 NC 13502min-.133 6 -.784 8 -.108 7 -1.211e-3 7 NC 1 NC 15032max2.726 8 .255 7 1.952 8 2.095e-3 4 NC 13 NC 13504min-.192 1 -.613 9 -.099 5 -2.29e-3 1 NC 1 NC 15053max2.82 8 .68 4 2.071 8 4.411e-3 4 NC 13 NC 13506min-.312 1 -1.033 1 -.095 5 -6.023e-3 1 NC 1 NC 15074max2.936 10 1.158 4 2.19 8 6.728e-3 4 NC 13 NC 13508min-.432 1 -1.555 1 -.103 6 -9.756e-3 1 NC 1 NC 15095max3.055 10 1.636 4 2.309 8 9.044e-3 4 NC 13 NC 13510min-.552 1 -2.077 1 -.112 6 -1.349e-2 1 NC 1 NC 1511521max3.271 10 .166 1 .459 1 2.031e-3 4 NC 13 NC 13512min-.565 1 -.986 10 -2.274 10 -8.115e-3 11 NC 1 NC 1 RISA-3D Version 17.0.4 Page 46 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 56 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC5132max3.151 10 .068 1 .309 1 2.417e-3 4 NC 13 NC 13514min-.465 1 -.926 8 -2.065 10 -6.203e-3 12 NC 1 NC 15153max3.031 10 .04 5 .159 1 2.803e-3 4 NC 13 NC 13516min-.365 1 -.88 8 -1.87 8 -4.399e-3 9 NC 1 NC 15174max2.932 8 .072 7 .096 5 3.188e-3 4 NC 13 NC 13518min-.265 1 -.834 8 -1.695 8 -3.343e-3 1 NC 1 NC 15195max2.836 8 .106 7 .146 7 3.574e-3 4 NC 13 NC 13520min-.165 1 -.788 8 -1.52 8 -3.059e-3 1 NC 1 NC 1521531max.001 4 .587 10 3.46 8 -3.598e-5 1 NC 13 NC 13522min-.285 11 -.322 1 -.146 5 -3.43e-3 8 NC 1 NC 15232max.001 4 1.146 10 3.614 8 7.724e-4 4 NC 13 NC 13524min-.285 11 -.729 1 -.12 5 -2.594e-3 1 NC 1 NC 15253max041.704 10 3.768 8 3.303e-3 4 NC 13 NC 13526min-.284 11 -1.136 1 -.094 5 -5.152e-3 1 NC 1 NC 15274max042.263 10 3.922 8 5.834e-3 4 NC 13 NC 13528min-.284 11 -1.544 1 -.068 5 -7.711e-3 1 NC 1 NC 15295max012.821 10 4.076 8 8.365e-3 4 NC 13 NC 13530min-.284 11 -1.951 1 -.046 7 -1.027e-2 1 NC 1 NC 1531541max012.821 10 4.076 8 8.365e-3 4 NC 13 NC 13532min-.284 11 -1.951 1 -.046 7 -1.027e-2 1 NC 1 NC 15332max013.306 10 4.618 8 1.337e-2 4 NC 13 NC 13534min-.284 11 -2.538 1 -.153 7 -1.626e-2 1 NC 1 NC 15353max013.792 4 5.16 8 1.837e-2 4 NC 13 NC 13536min-.284 11 -3.126 1 -.26 7 -2.224e-2 1 NC 1 NC 15374max014.349 4 5.703 8 2.338e-2 4 NC 13 NC 13538min-.284 11 -3.713 1 -.367 7 -2.823e-2 1 NC 1 NC 15395max.001 1 4.907 4 6.245 8 2.838e-2 4 NC 13 NC 13540min-.284 11 -4.301 1 -.473 7 -3.421e-2 1 NC 1 NC 1541551max072.677 4 4.179 8 8.365e-3 4 NC 13 NC 13542min-.297 11 -1.951 1 -.046 7 -1.027e-2 1 NC 1 NC 15432max052.121 4 3.993 8 5.834e-3 4 NC 13 NC 13544min-.297 11 -1.544 1 -.068 5 -7.711e-3 1 NC 1 NC 15453max061.601 10 3.807 8 3.303e-3 4 NC 13 NC 13546min-.298 11 -1.136 1 -.094 5 -5.152e-3 1 NC 1 NC 15474max011.087 10 3.621 8 7.724e-4 4 NC 13 NC 13548min-.299 11 -.729 1 -.12 5 -2.84e-3 12 NC 1 NC 15495max01.573 10 3.435 8 -3.598e-5 1 NC 13 NC 13550min-.3 11 -.322 1 -.146 5 -3.358e-3 8 NC 1 NC 1551561max07.166 4 3.368 8 3.63e-4 7 NC 13 NC 13552min-.291 8 -.354 12 -.176 7 -2.476e-3 8 NC 1 NC 15532max07.498 4 3.538 8 2.595e-3 1 NC 13 NC 13554min-.291 8 -.729 1 -.151 5 -3.748e-3 10 NC 1 NC 15553max07.831 4 3.707 8 5.154e-3 1 NC 13 NC 13556min-.29 8 -1.137 1 -.128 5 -5.11e-3 10 NC 1 NC 15574max011.163 4 3.877 8 7.712e-3 1 NC 13 NC 13558min-.29 8 -1.544 1 -.105 5 -6.472e-3 10 NC 1 NC 15595max011.496 4 4.046 8 1.027e-2 1 NC 13 NC 13560min-.289 8 -1.952 1 -.095 6 -8.255e-3 4 NC 1 NC 1561571max011.496 4 4.046 8 1.027e-2 1 NC 13 NC 13562min-.289 8 -1.952 1 -.095 6 -8.255e-3 4 NC 1 NC 15632max011.97 4 4.738 8 1.626e-2 1 NC 13 NC 13564min-.288 8 -2.539 1 -.276 1 -1.347e-2 4 NC 1 NC 15653max012.444 4 5.429 8 2.224e-2 1 NC 13 NC 13566min-.288 8 -3.126 1 -.497 1 -1.868e-2 4 NC 1 NC 15674max012.918 4 6.12 8 2.823e-2 1 NC 13 NC 13568min-.287 8 -3.713 1 -.718 1 -2.389e-2 4 NC 1 NC 15695max.001 1 3.392 4 6.812 8 3.421e-2 1 NC 13 NC 13 RISA-3D Version 17.0.4 Page 47 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 57 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC570min-.287 11 -4.3 1 -.938 1 -2.91e-2 4 NC 1 NC 1571581max.001 2 1.496 4 3.919 8 1.027e-2 1 NC 13 NC 13572min-.293 11 -1.952 1 -.095 6 -8.255e-3 4 NC 1 NC 15732max021.163 4 3.781 8 7.712e-3 1 NC 13 NC 13574min-.294 11 -1.544 1 -.105 5 -6.284e-3 4 NC 1 NC 15753max03.831 4 3.643 8 5.154e-3 1 NC 13 NC 13576min-.295 11 -1.137 1 -.128 5 -4.314e-3 4 NC 1 NC 15774max03.498 4 3.505 8 2.595e-3 1 NC 13 NC 13578min-.296 11 -.729 1 -.151 5 -3.14e-3 10 NC 1 NC 15795max01.166 4 3.367 8 3.63e-4 7 NC 13 NC 13580min-.297 11 -.355 12 -.176 7 -2.547e-3 8 NC 1 NC 1581591max.004 1 .338 10 3.369 8 5.16e-4 1 NC 13 NC 13582min-.339 8 -.29 1 -.16 5 -3.146e-3 10 NC 1 NC 15832max.003 1 .911 10 3.52 8 5.346e-4 1 NC 13 NC 13584min-.338 8 -.785 1 -.138 5 -5.041e-3 10 NC 1 NC 15853max.002 1 1.487 4 3.671 8 5.532e-4 1 NC 13 NC 13586min-.336 8 -1.281 1 -.116 5 -6.976e-3 8 NC 1 NC 15874max.001 1 2.074 4 3.822 8 5.718e-4 1 NC 13 NC 13588min-.335 8 -1.777 1 -.094 5 -8.914e-3 8 NC 1 NC 15895max012.662 4 3.973 8 5.904e-4 1 NC 13 NC 13590min-.333 11 -2.273 1 -.077 6 -1.085e-2 8 NC 1 NC 1591601max012.662 4 3.973 8 5.904e-4 1 NC 13 NC 13592min-.333 11 -2.273 1 -.077 6 -1.085e-2 8 NC 1 NC 15932max063.547 4 4.552 8 -2.125e-3 7 NC 13 NC 13594min-.333 11 -3.268 1 -.104 5 -1.014e-2 8 NC 1 NC 15953max064.432 4 5.131 8 -3.254e-4 7 NC 13 NC 13596min-.334 11 -4.264 1 -.143 7 -1.175e-2 12 NC 1 NC 15974max075.318 4 5.71 8 3.041e-3 4 NC 13 NC 13598min-.334 11 -5.259 1 -.19 7 -1.448e-2 12 NC 1 NC 15995max076.203 4 6.289 8 6.564e-3 4 NC 13 NC 13600min-.334 11 -6.254 1 -.237 7 -1.778e-2 1 NC 1 NC 1601611max.002 4 2.662 4 4.003 8 5.904e-4 1 NC 13 NC 13602min-.339 11 -2.273 1 -.077 6 -1.335e-2 10 NC 1 NC 16032max.003 4 2.074 4 3.84 8 5.718e-4 1 NC 13 NC 13604min-.341 11 -1.777 1 -.094 5 -1.074e-2 10 NC 1 NC 16053max.004 4 1.487 4 3.676 8 5.532e-4 1 NC 13 NC 13606min-.342 11 -1.281 1 -.116 5 -8.134e-3 10 NC 1 NC 16074max.004 4 .899 4 3.512 8 5.346e-4 1 NC 13 NC 13608min-.344 11 -.785 1 -.138 5 -5.524e-3 10 NC 1 NC 16095max.005 4 .334 10 3.349 8 5.16e-4 1 NC 13 NC 13610min-.346 11 -.29 1 -.16 5 -2.915e-3 10 NC 1 NC 1611621max.004 1 .169 4 3.323 8 1.641e-4 4 NC 13 NC 13612min-.334 8 -.289 1 -.17 5 -1.277e-3 9 NC 1 NC 16132max.003 1 .581 4 3.46 8 -2.034e-4 4 NC 13 NC 13614min-.332 8 -.785 1 -.156 7 -2.886e-3 11 NC 1 NC 16153max.002 1 .993 4 3.596 8 -5.567e-4 1 NC 13 NC 13616min-.331 8 -1.282 1 -.144 7 -4.612e-3 11 NC 1 NC 16174max.001 3 1.404 4 3.733 8 -5.776e-4 1 NC 13 NC 13618min-.329 8 -1.778 1 -.132 7 -6.338e-3 11 NC 1 NC 16195max.002 3 1.816 4 3.87 8 -5.985e-4 1 NC 13 NC 13620min-.327 8 -2.274 1 -.12 7 -8.063e-3 11 NC 1 NC 1621631max.002 3 1.816 4 3.87 8 -5.985e-4 1 NC 13 NC 13622min-.327 8 -2.274 1 -.12 7 -8.063e-3 11 NC 1 NC 16232max.001 3 2.65 4 4.492 8 3.997e-3 1 NC 13 NC 13624min-.327 11 -3.269 1 -.12 5 -1.015e-2 10 NC 1 NC 16253max.002 2 3.484 4 5.115 8 8.592e-3 1 NC 13 NC 13626min-.328 11 -4.264 1 -.14 6 -1.339e-2 10 NC 1 NC 1 RISA-3D Version 17.0.4 Page 48 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 58 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC6274max.002 2 4.318 4 5.737 8 1.319e-2 1 NC 13 NC 13628min-.328 11 -5.259 1 -.174 6 -1.662e-2 10 NC 1 NC 16295max.002 2 5.152 4 6.36 8 1.778e-2 1 NC 13 NC 13630min-.329 11 -6.254 1 -.232 1 -1.985e-2 10 NC 1 NC 1631641max071.816 4 3.816 8 -5.985e-4 1 NC 13 NC 13632min-.346 11 -2.274 1 -.12 7 -5.388e-3 11 NC 1 NC 16332max071.404 4 3.691 8 -5.776e-4 1 NC 13 NC 13634min-.347 11 -1.778 1 -.132 7 -4.395e-3 11 NC 1 NC 16353max04.993 4 3.566 8 -5.567e-4 1 NC 13 NC 13636min-.349 11 -1.282 1 -.144 7 -3.402e-3 11 NC 1 NC 16374max.001 4 .581 4 3.441 8 -2.034e-4 4 NC 13 NC 13638min-.351 11 -.785 1 -.156 7 -2.409e-3 11 NC 1 NC 16395max.002 4 .169 4 3.316 8 1.641e-4 4 NC 13 NC 13640min-.352 11 -.289 1 -.17 5 -1.472e-3 9 NC 1 NC 1641651max.001 1 4.907 4 6.245 8 2.838e-2 4 NC 13 NC 13642min-.284 11 -4.301 1 -.473 7 -3.421e-2 1 NC 1 NC 16432max015.111 4 6.521 8 3.017e-2 4 NC 13 NC 13644min-.285 11 -4.526 1 -.517 7 -3.646e-2 1 NC 1 NC 16453max015.315 4 6.798 8 3.196e-2 4 NC 13 NC 13646min-.285 11 -4.752 1 -.561 7 -3.871e-2 1 NC 1 NC 16474max015.519 4 7.075 8 3.375e-2 4 NC 13 NC 13648min-.286 11 -4.978 1 -.605 7 -4.096e-2 1 NC 1 NC 16495max015.723 4 7.351 8 3.553e-2 4 NC 13 NC 13650min-.286 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 1651661max074.907 4 6.288 8 2.838e-2 4 NC 13 NC 13652min-.293 11 -4.301 1 -.473 7 -3.421e-2 1 NC 1 NC 16532max074.349 4 5.761 8 2.338e-2 4 NC 13 NC 13654min-.294 11 -3.713 1 -.367 7 -2.823e-2 1 NC 1 NC 16553max073.792 4 5.234 8 1.837e-2 4 NC 13 NC 13656min-.295 11 -3.126 1 -.26 7 -2.224e-2 1 NC 1 NC 16574max073.234 4 4.706 8 1.337e-2 4 NC 13 NC 13658min-.296 11 -2.538 1 -.153 7 -1.626e-2 1 NC 1 NC 16595max072.677 4 4.179 8 8.365e-3 4 NC 13 NC 13660min-.297 11 -1.951 1 -.046 7 -1.027e-2 1 NC 1 NC 1661671max.001 1 3.392 4 6.812 8 3.421e-2 1 NC 13 NC 13662min-.287 11 -4.3 1 -.938 1 -2.91e-2 4 NC 1 NC 16632max013.552 4 7.139 8 3.646e-2 1 NC 13 NC 13664min-.287 11 -4.526 1 -1.013 1 -3.1e-2 4 NC 1 NC 16653max013.713 4 7.467 8 3.871e-2 1 NC 13 NC 13666min-.287 11 -4.752 1 -1.087 1 -3.29e-2 4 NC 1 NC 16674max013.873 4 7.795 8 4.096e-2 1 NC 13 NC 13668min-.287 11 -4.978 1 -1.162 1 -3.48e-2 4 NC 1 NC 16695max014.034 4 8.123 8 4.321e-2 1 NC 13 NC 13670min-.287 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 1671681max.001 4 3.392 4 6.775 8 3.421e-2 1 NC 13 NC 13672min-.289 11 -4.3 1 -.938 1 -2.91e-2 4 NC 1 NC 16732max.001 4 2.918 4 6.061 8 2.823e-2 1 NC 13 NC 13674min-.29 11 -3.713 1 -.718 1 -2.389e-2 4 NC 1 NC 16753max.001 4 2.444 4 5.347 8 2.224e-2 1 NC 13 NC 13676min-.291 11 -3.126 1 -.497 1 -1.868e-2 4 NC 1 NC 16774max.001 4 1.97 4 4.633 8 1.626e-2 1 NC 13 NC 13678min-.292 11 -2.539 1 -.276 1 -1.347e-2 4 NC 1 NC 16795max.001 2 1.496 4 3.919 8 1.027e-2 1 NC 13 NC 13680min-.293 11 -1.952 1 -.095 6 -8.255e-3 4 NC 1 NC 1681691max076.203 4 6.289 8 6.564e-3 4 NC 13 NC 13682min-.334 11 -6.254 1 -.237 7 -1.778e-2 1 NC 1 NC 16832max076.519 4 6.574 8 7.689e-3 4 NC 13 NC 13 RISA-3D Version 17.0.4 Page 49 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 59 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC684min-.334 11 -6.626 1 -.258 7 -1.932e-2 1 NC 1 NC 16853max076.835 4 6.858 8 8.814e-3 4 NC 13 NC 13686min-.334 11 -6.997 1 -.28 7 -2.086e-2 1 NC 1 NC 16874max077.151 4 7.142 8 9.939e-3 4 NC 13 NC 13688min-.334 11 -7.368 1 -.302 7 -2.239e-2 1 NC 1 NC 16895max057.468 4 7.427 8 1.106e-2 4 NC 13 NC 13690min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 1691701max.001 1 6.203 4 6.302 8 6.564e-3 4 NC 13 NC 13692min-.336 11 -6.254 1 -.237 7 -1.791e-2 12 NC 1 NC 16932max.001 4 5.318 4 5.727 8 3.041e-3 4 NC 13 NC 13694min-.337 11 -5.259 1 -.19 7 -1.551e-2 12 NC 1 NC 16953max.002 4 4.432 4 5.152 8 -3.254e-4 7 NC 13 NC 13696min-.338 11 -4.264 1 -.143 7 -1.311e-2 12 NC 1 NC 16974max.002 4 3.547 4 4.578 8 -2.125e-3 7 NC 13 NC 13698min-.338 11 -3.268 1 -.104 5 -1.218e-2 8 NC 1 NC 16995max.002 4 2.662 4 4.003 8 5.904e-4 1 NC 13 NC 13700min-.339 11 -2.273 1 -.077 6 -1.335e-2 10 NC 1 NC 1701711max.002 2 5.152 4 6.36 8 1.778e-2 1 NC 13 NC 13702min-.329 11 -6.254 1 -.232 1 -1.985e-2 10 NC 1 NC 17032max.001 2 5.441 4 6.66 8 1.932e-2 1 NC 13 NC 13704min-.329 11 -6.626 1 -.253 1 -2.121e-2 10 NC 1 NC 17053max.001 2 5.73 4 6.961 8 2.086e-2 1 NC 13 NC 13706min-.33 11 -6.997 1 -.275 1 -2.256e-2 10 NC 1 NC 17074max026.02 4 7.262 8 2.239e-2 1 NC 13 NC 13708min-.331 11 -7.368 1 -.296 1 -2.391e-2 10 NC 1 NC 17095max026.309 4 7.563 8 2.393e-2 1 NC 13 NC 13710min-.332 11 -7.74 1 -.318 1 -2.527e-2 10 NC 1 NC 1711721max.001 1 5.152 4 6.353 8 1.778e-2 1 NC 13 NC 13712min-.341 11 -6.254 1 -.232 1 -1.916e-2 10 NC 1 NC 17132max014.318 4 5.719 8 1.319e-2 1 NC 13 NC 13714min-.342 11 -5.259 1 -.174 6 -1.547e-2 10 NC 1 NC 17153max013.484 4 5.085 8 8.592e-3 1 NC 13 NC 13716min-.343 11 -4.264 1 -.14 6 -1.177e-2 10 NC 1 NC 17174max012.65 4 4.45 8 3.997e-3 1 NC 13 NC 13718min-.345 11 -3.269 1 -.12 5 -8.076e-3 10 NC 1 NC 17195max071.816 4 3.816 8 -5.985e-4 1 NC 13 NC 13720min-.346 11 -2.274 1 -.12 7 -5.388e-3 11 NC 1 NC 1721731max044.034 4 8.114 8 4.321e-2 1 NC 13 NC 13722min-.288 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 17232max043.873 4 7.779 8 4.096e-2 1 NC 13 NC 13724min-.288 11 -4.978 1 -1.162 1 -3.48e-2 4 NC 1 NC 17253max043.713 4 7.445 8 3.871e-2 1 NC 13 NC 13726min-.289 11 -4.752 1 -1.087 1 -3.29e-2 4 NC 1 NC 17274max.001 4 3.552 4 7.11 8 3.646e-2 1 NC 13 NC 13728min-.289 11 -4.526 1 -1.013 1 -3.1e-2 4 NC 1 NC 17295max.001 4 3.392 4 6.775 8 3.421e-2 1 NC 13 NC 13730min-.289 11 -4.3 1 -.938 1 -2.91e-2 4 NC 1 NC 1731741max016.309 4 7.559 8 2.393e-2 1 NC 13 NC 13732min-.336 11 -7.74 1 -.318 1 -2.501e-2 10 NC 1 NC 17332max016.02 4 7.258 8 2.239e-2 1 NC 13 NC 13734min-.337 11 -7.368 1 -.296 1 -2.355e-2 10 NC 1 NC 17353max015.73 4 6.956 8 2.086e-2 1 NC 13 NC 13736min-.338 11 -6.997 1 -.275 1 -2.209e-2 10 NC 1 NC 17374max.001 1 5.441 4 6.655 8 1.932e-2 1 NC 13 NC 13738min-.34 11 -6.626 1 -.253 1 -2.062e-2 10 NC 1 NC 17395max.001 1 5.152 4 6.353 8 1.778e-2 1 NC 13 NC 13740min-.341 11 -6.254 1 -.232 1 -1.916e-2 10 NC 1 NC 1 RISA-3D Version 17.0.4 Page 50 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 60 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC741751max047.468 4 7.433 8 1.106e-2 4 NC 13 NC 13742min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 17432max047.151 4 7.151 8 9.939e-3 4 NC 13 NC 13744min-.335 11 -7.368 1 -.302 7 -2.239e-2 1 NC 1 NC 17453max016.835 4 6.868 8 8.814e-3 4 NC 13 NC 13746min-.335 11 -6.997 1 -.28 7 -2.086e-2 1 NC 1 NC 17474max.001 1 6.519 4 6.585 8 7.689e-3 4 NC 13 NC 13748min-.335 11 -6.626 1 -.258 7 -1.932e-2 1 NC 1 NC 17495max.001 1 6.203 4 6.302 8 6.564e-3 4 NC 13 NC 13750min-.336 11 -6.254 1 -.237 7 -1.791e-2 12 NC 1 NC 1751761max075.723 4 7.363 8 3.553e-2 4 NC 13 NC 13752min-.289 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 17532max075.519 4 7.094 8 3.375e-2 4 NC 13 NC 13754min-.29 11 -4.978 1 -.605 7 -4.096e-2 1 NC 1 NC 17553max075.315 4 6.826 8 3.196e-2 4 NC 13 NC 13756min-.291 11 -4.752 1 -.561 7 -3.871e-2 1 NC 1 NC 17574max075.111 4 6.557 8 3.017e-2 4 NC 13 NC 13758min-.292 11 -4.526 1 -.517 7 -3.646e-2 1 NC 1 NC 17595max074.907 4 6.288 8 2.838e-2 4 NC 13 NC 13760min-.293 11 -4.301 1 -.473 7 -3.421e-2 1 NC 1 NC 1761771max015.723 4 7.351 8 3.553e-2 4 NC 13 NC 13762min-.286 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 17632max015.723 4 7.354 8 3.553e-2 4 NC 13 NC 13764min-.287 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 17653max075.723 4 7.357 8 3.553e-2 4 NC 13 NC 13766min-.288 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 17674max075.723 4 7.36 8 3.553e-2 4 NC 13 NC 13768min-.288 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 17695max075.723 4 7.363 8 3.553e-2 4 NC 13 NC 13770min-.289 11 -5.203 1 -.649 7 -4.321e-2 1 NC 1 NC 1771781max057.468 4 7.427 8 1.106e-2 4 NC 13 NC 13772min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 17732max057.468 4 7.428 8 1.106e-2 4 NC 13 NC 13774min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 17753max077.468 4 7.43 8 1.106e-2 4 NC 13 NC 13776min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 17774max047.468 4 7.432 8 1.106e-2 4 NC 13 NC 13778min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 17795max047.468 4 7.433 8 1.106e-2 4 NC 13 NC 13780min-.334 11 -7.74 1 -.323 7 -2.393e-2 1 NC 1 NC 1781791max026.309 4 7.563 8 2.393e-2 1 NC 13 NC 13782min-.332 11 -7.74 1 -.318 1 -2.527e-2 10 NC 1 NC 17832max026.309 4 7.562 8 2.393e-2 1 NC 13 NC 13784min-.333 11 -7.74 1 -.318 1 -2.52e-2 10 NC 1 NC 17853max076.309 4 7.561 8 2.393e-2 1 NC 13 NC 13786min-.334 11 -7.74 1 -.318 1 -2.514e-2 10 NC 1 NC 17874max016.309 4 7.56 8 2.393e-2 1 NC 13 NC 13788min-.335 11 -7.74 1 -.318 1 -2.508e-2 10 NC 1 NC 17895max016.309 4 7.559 8 2.393e-2 1 NC 13 NC 13790min-.336 11 -7.74 1 -.318 1 -2.501e-2 10 NC 1 NC 1791801max014.034 4 8.123 8 4.321e-2 1 NC 13 NC 13792min-.287 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 17932max014.034 4 8.121 8 4.321e-2 1 NC 13 NC 13794min-.287 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 17953max074.034 4 8.119 8 4.321e-2 1 NC 13 NC 13796min-.287 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 17974max044.034 4 8.116 8 4.321e-2 1 NC 13 NC 13 RISA-3D Version 17.0.4 Page 51 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 61 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC798min-.288 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 17995max044.034 4 8.114 8 4.321e-2 1 NC 13 NC 13800min-.288 11 -5.203 1 -1.236 1 -3.67e-2 4 NC 1 NC 1801811max.114 11 .009 10 .52 7 8.104e-3 1 NC 13 NC 13802min-.039 4 -.005 1 -3.203 8 -2.276e-2 10 NC 1 NC 18032max.112 11 .006 4 .44 7 6.673e-3 1 NC 13 NC 13804min-.043 4 -.006 1 -3.218 8 -2.029e-2 10 NC 1 NC 18053max.11 11 .006 4 .359 7 5.242e-3 1 NC 13 NC 13806min-.048 4 -.007 1 -3.232 8 -1.783e-2 10 NC 1 NC 18074max.108 11 .006 4 .278 7 3.811e-3 1 NC 13 NC 13808min-.052 4 -.009 1 -3.247 8 -1.536e-2 10 NC 1 NC 18095max.106 11 .007 4 .198 7 2.38e-3 1 NC 13 NC 13810min-.056 4 -.011 12 -3.261 8 -1.29e-2 10 NC 1 NC 1811821max.065 12 .003 10 .744 1 5.529e-3 4 NC 13 NC 13812min-.066 4 -.005 1 -4.104 10 -1.26e-2 12 NC 1 NC 18132max.064 12 .006 10 .571 1 4.108e-3 4 NC 13 NC 13814min-.073 4 -.006 1 -3.883 10 -1.12e-2 12 NC 1 NC 18153max.063 12 .008 10 .398 1 2.688e-3 4 NC 13 NC 13816min-.079 4 -.007 1 -3.665 8 -9.819e-3 11 NC 1 NC 18174max.062 12 .011 10 .225 1 2.114e-3 7 NC 13 NC 13818min-.085 4 -.009 1 -3.483 8 -9.052e-3 8 NC 1 NC 18195max.061 12 .014 10 .168 5 1.655e-3 7 NC 13 NC 13820min-.091 4 -.01 1 -3.301 8 -8.921e-3 8 NC 1 NC 1821831max.08 10 .007 4 .198 7 2.38e-3 1 NC 13 NC 13822min-.053 1 -.01 1 -3.245 8 -1.275e-2 10 NC 1 NC 18232max.078 10 .006 4 .278 7 3.811e-3 1 NC 13 NC 13824min-.053 1 -.009 1 -3.281 8 -1.528e-2 10 NC 1 NC 18253max.076 10 .006 4 .359 7 5.242e-3 1 NC 13 NC 13826min-.054 1 -.007 1 -3.317 8 -1.78e-2 10 NC 1 NC 18274max.075 10 .006 4 .44 7 6.673e-3 1 NC 13 NC 13828min-.055 1 -.006 1 -3.353 8 -2.033e-2 10 NC 1 NC 18295max.073 10 .006 10 .52 7 8.104e-3 1 NC 13 NC 13830min-.056 1 -.005 1 -3.389 8 -2.285e-2 10 NC 1 NC 1831841max.073 10 .006 10 .52 7 8.104e-3 1 NC 13 NC 13832min-.056 1 -.005 1 -3.389 8 -2.285e-2 10 NC 1 NC 18332max.073 10 .007 10 .72 7 8.75e-3 1 NC 13 NC 13834min-.051 1 -.006 1 -3.78 8 -2.556e-2 10 NC 1 NC 18353max.073 10 .008 10 .919 7 9.396e-3 1 NC 13 NC 13836min-.046 1 -.007 1 -4.171 8 -2.827e-2 10 NC 1 NC 18374max.074 10 .009 4 1.118 7 1.004e-2 1 NC 13 NC 13838min-.041 1 -.007 1 -4.562 8 -3.098e-2 10 NC 1 NC 18395max.074 10 .01 4 1.318 7 1.069e-2 1 NC 13 NC 13840min-.036 1 -.008 1 -4.953 8 -3.369e-2 10 NC 1 NC 1841851max.181 10 .014 10 .168 5 1.655e-3 7 NC 13 NC 13842min-.053 1 -.01 1 -3.297 8 -8.99e-3 8 NC 1 NC 18432max.174 10 .01 10 .225 1 2.114e-3 7 NC 13 NC 13844min-.053 1 -.009 1 -3.431 8 -9.077e-3 8 NC 1 NC 18453max.167 10 .007 4 .398 1 2.688e-3 4 NC 13 NC 13846min-.054 1 -.007 1 -3.569 10 -9.838e-3 11 NC 1 NC 18474max.159 10 .004 4 .571 1 4.108e-3 4 NC 13 NC 13848min-.055 1 -.006 1 -3.743 10 -1.114e-2 12 NC 1 NC 18495max.152 10 .002 4 .744 1 5.529e-3 4 NC 13 NC 13850min-.056 1 -.005 11 -3.916 10 -1.251e-2 12 NC 1 NC 1851861max.152 10 .002 4 .744 1 5.529e-3 4 NC 13 NC 13852min-.056 1 -.005 11 -3.916 10 -1.251e-2 12 NC 1 NC 18532max.146 10 .004 4 1.181 1 5.392e-3 4 NC 13 NC 13854min-.051 1 -.006 1 -4.748 10 -1.42e-2 12 NC 1 NC 1 RISA-3D Version 17.0.4 Page 52 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 62 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC8553max.14 10 .005 4 1.617 1 5.255e-3 4 NC 13 NC 13856min-.046 1 -.007 1 -5.58 10 -1.59e-2 12 NC 1 NC 18574max.135 10 .007 4 2.054 1 5.119e-3 4 NC 13 NC 13858min-.041 1 -.007 1 -6.412 10 -1.76e-2 12 NC 1 NC 18595max.129 10 .008 4 2.491 1 4.982e-3 4 NC 13 NC 13860min-.036 1 -.008 1 -7.245 10 -1.929e-2 12 NC 1 NC 1861871max.198 7 .053 1 .01 1 4.303e-3 13 NC 13 NC 13862min-3.245 8 -.08 10 -.007 4 -9.907e-5 1 NC 1 NC 18632max.194 7 .044 1 .085 1 4.47e-3 13 NC 13 NC 13864min-3.245 8 -.264 13 -.117 10 -7.169e-5 1 NC 1 NC 18653max.19 7 .036 1 .159 1 4.636e-3 13 NC 13 NC 13866min-3.245 8 -.459 13 -.233 10 -4.431e-5 1 NC 1 NC 18674max.186 7 .028 1 .234 1 4.802e-3 13 NC 13 NC 13868min-3.245 8 -.654 13 -.349 10 -1.693e-5 1 NC 1 NC 18695max.182 5 .02 1 .308 1 4.969e-3 13 NC 13 NC 13870min-3.245 8 -.848 13 -.465 10 1.045e-5 1 NC 1 NC 1871881max.182 5 .02 1 .308 1 4.969e-3 13 NC 13 NC 13872min-3.245 8 -.848 13 -.465 10 1.045e-5 1 NC 1 NC 18732max.181 5 .022 1 .297 1 5.587e-3 13 NC 13 NC 13874min-3.247 8 -1.081 13 -.382 10 -1.552e-4 1 NC 1 NC 18753max.18 5 .024 1 .285 1 6.205e-3 13 NC 13 NC 13876min-3.249 8 -1.314 13 -.299 10 -3.209e-4 1 NC 1 NC 18774max.178 5 .026 1 .273 1 6.823e-3 13 NC 13 NC 13878min-3.251 8 -1.547 13 -.231 4 -4.866e-4 1 NC 1 NC 18795max.177 5 .028 1 .261 1 7.441e-3 13 NC 13 NC 13880min-3.253 8 -1.78 13 -.178 4 -6.523e-4 1 NC 1 NC 1881891max.173 5 .018 1 .308 1 5.026e-3 13 NC 13 NC 13882min-3.265 8 -.853 13 -.17 4 -3.161e-5 5 NC 1 NC 18832max.172 5 .027 1 .234 1 4.693e-3 13 NC 13 NC 13884min-3.273 8 -.673 13 -.13 4 -8.336e-5 5 NC 1 NC 18853max.17 5 .035 1 .159 1 4.361e-3 13 NC 13 NC 13886min-3.281 8 -.494 13 -.09 4 -1.351e-4 5 NC 1 NC 18874max.169 5 .044 1 .085 1 4.028e-3 13 NC 13 NC 13888min-3.289 8 -.314 13 -.051 4 -1.869e-4 5 NC 1 NC 18895max.168 5 .053 1 .01 1 3.696e-3 13 NC 13 NC 13890min-3.297 8 -.181 10 -.014 10 -2.386e-4 5 NC 1 NC 1891901max.342 11 .178 4 .179 5 2.135e-3 8 NC 13 NC 13892min-.13 4 -.263 1 -3.278 8 -1.066e-6 1 NC 1 NC 18932max.34 11 .63 4 .183 5 4.819e-3 8 NC 13 NC 13894min-.131 4 -.734 1 -3.357 8 8.017e-7 1 NC 1 NC 18953max.338 11 1.082 4 .187 5 7.503e-3 8 NC 13 NC 13896min-.131 4 -1.205 1 -3.437 8 2.669e-6 1 NC 1 NC 18974max.335 11 1.533 4 .191 5 1.019e-2 8 NC 13 NC 13898min-.131 4 -1.677 1 -3.516 8 4.537e-6 1 NC 1 NC 18995max.333 11 1.985 4 .195 5 1.287e-2 8 NC 13 NC 13900min-.131 4 -2.148 1 -3.596 8 6.404e-6 1 NC 1 NC 1901911max.333 11 1.985 4 .195 5 1.287e-2 8 NC 13 NC 13902min-.131 4 -2.148 1 -3.596 8 6.404e-6 1 NC 1 NC 19032max.332 11 3.006 4 .217 5 1.386e-2 8 NC 13 NC 13904min-.119 4 -3.336 1 -4.176 8 4.498e-6 1 NC 1 NC 19053max.331 11 4.027 4 .24 5 1.484e-2 8 NC 13 NC 13906min-.107 4 -4.524 1 -4.757 8 2.591e-6 1 NC 1 NC 19074max.33 11 5.048 4 .263 5 1.583e-2 8 NC 13 NC 13908min-.095 4 -5.712 1 -5.337 8 6.849e-7 1 NC 1 NC 19095max.329 11 6.069 4 .285 5 1.682e-2 8 NC 13 NC 13910min-.084 4 -6.9 1 -5.918 8 -1.221e-6 1 NC 1 NC 1911921max.397 10 1.985 4 .195 5 1.297e-2 8 NC 13 NC 13 RISA-3D Version 17.0.4 Page 53 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 63 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC912min-.131 1 -2.148 1 -3.606 8 6.404e-6 1 NC 1 NC 19132max.398 10 1.533 4 .191 5 1.027e-2 8 NC 13 NC 13914min-.14 1 -1.677 1 -3.527 8 4.537e-6 1 NC 1 NC 19153max.398 10 1.082 4 .187 5 7.565e-3 8 NC 13 NC 13916min-.15 1 -1.205 1 -3.449 8 2.669e-6 1 NC 1 NC 19174max.398 10 .63 4 .183 5 4.864e-3 8 NC 13 NC 13918min-.159 1 -.734 1 -3.37 8 8.017e-7 1 NC 1 NC 19195max.398 10 .178 4 .179 5 2.164e-3 8 NC 13 NC 13920min-.168 1 -.263 1 -3.292 8 -1.066e-6 1 NC 1 NC 1921931max.198 7 .007 4 .056 4 2.639e-3 8 NC 13 NC 13922min-3.261 8 -.011 12 -.106 11 -4.696e-4 4 NC 1 NC 19232max.194 7 .117 10 .049 4 2.924e-3 8 NC 13 NC 13924min-3.26 8 -.085 1 -.244 8 -3.625e-4 4 NC 1 NC 19253max.19 7 .237 10 .041 4 3.211e-3 10 NC 13 NC 13926min-3.259 8 -.159 1 -.395 8 -2.554e-4 4 NC 1 NC 19274max.186 7 .357 10 .034 4 3.5e-3 10 NC 13 NC 13928min-3.258 8 -.234 1 -.546 8 -1.9e-4 11 NC 1 NC 19295max.182 5 .476 10 .027 4 3.79e-3 10 NC 13 NC 13930min-3.257 8 -.308 1 -.697 8 -1.859e-4 11 NC 1 NC 1931941max.182 5 .476 10 .027 4 3.79e-3 10 NC 13 NC 13932min-3.257 8 -.308 1 -.697 8 -1.859e-4 11 NC 1 NC 19332max.181 5 .387 10 .032 4 4.281e-3 10 NC 13 NC 13934min-3.259 8 -.297 1 -.894 8 -1.542e-4 4 NC 1 NC 19353max.18 5 .299 10 .037 4 4.773e-3 10 NC 13 NC 13936min-3.26 8 -.285 1 -1.095 10 -2.672e-4 4 NC 1 NC 19374max.178 5 .231 4 .043 4 5.265e-3 8 NC 13 NC 13938min-3.261 8 -.273 1 -1.298 10 -3.802e-4 4 NC 1 NC 19395max.177 5 .178 4 .048 4 5.759e-3 8 NC 13 NC 13940min-3.263 8 -.261 1 -1.501 10 -4.932e-4 4 NC 1 NC 1941951max.173 5 .17 4 .011 4 4.017e-3 10 NC 13 NC 13942min-3.273 8 -.308 1 -.749 8 -7.644e-5 12 NC 1 NC 19432max.172 5 .13 4 .031 4 3.805e-3 10 NC 13 NC 13944min-3.28 8 -.234 1 -.562 8 5.021e-6 3 NC 1 NC 19453max.17 5 .09 4 .051 4 3.598e-3 8 NC 13 NC 13946min-3.287 8 -.159 1 -.375 8 5.82e-6 3 NC 1 NC 19474max.169 5 .051 4 .071 4 3.394e-3 8 NC 13 NC 13948min-3.294 8 -.085 1 -.188 8 6.62e-6 3 NC 1 NC 19495max.168 5 .014 10 .091 4 3.19e-3 8 NC 13 NC 13950min-3.301 8 -.01 1 -.061 12 7.42e-6 3 NC 1 NC 1951961max.074 10 .01 4 1.318 7 1.069e-2 1 NC 13 NC 13952min-.036 1 -.008 1 -4.953 8 -3.369e-2 10 NC 1 NC 19532max.075 10 .01 4 1.392 7 1.099e-2 1 NC 13 NC 13954min-.03 1 -.008 1 -5.157 8 -3.505e-2 10 NC 1 NC 19553max.076 10 .01 4 1.467 7 1.128e-2 1 NC 13 NC 13956min-.024 1 -.009 1 -5.36 8 -3.642e-2 10 NC 1 NC 19574max.077 13 .011 4 1.541 7 1.158e-2 1 NC 13 NC 13958min-.018 1 -.009 1 -5.565 9 -3.779e-2 10 NC 1 NC 19595max.079 13 .011 4 1.616 7 1.188e-2 1 NC 13 NC 13960min-.012 1 -.009 1 -5.787 9 -3.915e-2 10 NC 1 NC 1961971max.106 11 .01 10 1.318 7 1.069e-2 1 NC 13 NC 13962min-.024 4 -.008 1 -4.845 8 -3.399e-2 10 NC 1 NC 19632max.108 11 .01 10 1.118 7 1.004e-2 1 NC 13 NC 13964min-.028 4 -.007 1 -4.435 8 -3.118e-2 10 NC 1 NC 19653max.11 11 .009 10 .919 7 9.396e-3 1 NC 13 NC 13966min-.032 4 -.007 1 -4.024 8 -2.837e-2 10 NC 1 NC 19674max.112 11 .009 10 .72 7 8.75e-3 1 NC 13 NC 13968min-.035 4 -.006 1 -3.614 8 -2.556e-2 10 NC 1 NC 1 RISA-3D Version 17.0.4 Page 54 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 64 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC9695max.114 11 .009 10 .52 7 8.104e-3 1 NC 13 NC 13970min-.039 4 -.005 1 -3.203 8 -2.276e-2 10 NC 1 NC 1971981max.129 10 .008 4 2.491 1 4.982e-3 4 NC 13 NC 13972min-.036 1 -.008 1 -7.245 10 -1.929e-2 12 NC 1 NC 19732max.121 10 .008 4 2.647 1 4.989e-3 7 NC 13 NC 13974min-.03 1 -.008 1 -7.612 10 -2.004e-2 12 NC 1 NC 19753max.113 10 .008 4 2.803 1 5.168e-3 7 NC 13 NC 13976min-.024 1 -.009 1 -7.979 10 -2.078e-2 12 NC 1 NC 19774max.105 10 .009 4 2.96 1 5.347e-3 7 NC 13 NC 13978min-.018 1 -.009 1 -8.347 10 -2.155e-2 11 NC 1 NC 19795max.097 8 .009 4 3.116 1 5.526e-3 7 NC 13 NC 13980min-.012 1 -.009 1 -8.714 10 -2.233e-2 11 NC 1 NC 1981991max.066 11 .008 4 2.491 1 4.982e-3 4 NC 13 NC 13982min-.043 4 -.008 1 -7.342 10 -1.897e-2 12 NC 1 NC 19832max.065 12 .007 4 2.054 1 5.119e-3 4 NC 13 NC 13984min-.049 4 -.007 1 -6.532 10 -1.738e-2 12 NC 1 NC 19853max.065 12 .005 10 1.617 1 5.255e-3 4 NC 13 NC 13986min-.055 4 -.007 1 -5.723 10 -1.579e-2 12 NC 1 NC 19874max.065 12 .004 10 1.181 1 5.392e-3 4 NC 13 NC 13988min-.061 4 -.006 1 -4.913 10 -1.42e-2 12 NC 1 NC 19895max.065 12 .003 10 .744 1 5.529e-3 4 NC 13 NC 13990min-.066 4 -.005 1 -4.104 10 -1.26e-2 12 NC 1 NC 19911001max.329 11 6.069 4 .285 5 1.682e-2 8 NC 13 NC 13992min-.084 4 -6.9 1 -5.918 8 -1.221e-6 1 NC 1 NC 19932max.328 11 6.422 4 .298 5 1.745e-2 8 NC 13 NC 13994min-.07 4 -7.331 1 -6.194 8 -8.556e-7 1 NC 1 NC 19953max.327 11 6.774 4 .31 5 1.808e-2 8 NC 13 NC 13996min-.056 4 -7.762 1 -6.47 8 -4.898e-7 1 NC 1 NC 19974max.325 11 7.127 4 .322 5 1.871e-2 8 NC 13 NC 13998min-.042 4 -8.193 1 -6.747 8 -1.239e-7 1 NC 1 NC 19995max.324 11 7.48 4 .334 5 1.935e-2 8 NC 13 NC 131000min-.028 4 -8.623 1 -7.023 8 2.42e-7 1 NC 1 NC 110011011max.364 10 6.069 4 .285 5 1.677e-2 8 NC 13 NC 131002min-.085 1 -6.9 1 -5.916 8 -1.221e-6 1 NC 1 NC 110032max.373 10 5.048 4 .263 5 1.582e-2 8 NC 13 NC 131004min-.096 1 -5.712 1 -5.338 8 6.849e-7 1 NC 1 NC 110053max.381 10 4.027 4 .24 5 1.487e-2 8 NC 13 NC 131006min-.108 1 -4.524 1 -4.761 8 2.591e-6 1 NC 1 NC 110074max.389 10 3.006 4 .217 5 1.392e-2 8 NC 13 NC 131008min-.12 1 -3.336 1 -4.183 8 4.498e-6 1 NC 1 NC 110095max.397 10 1.985 4 .195 5 1.297e-2 8 NC 13 NC 131010min-.131 1 -2.148 1 -3.606 8 6.404e-6 1 NC 1 NC 110111021max.097 8 .009 4 3.116 1 5.526e-3 7 NC 13 NC 131012min-.012 1 -.009 1 -8.714 10 -2.233e-2 11 NC 1 NC 110132max.09 8 .009 4 3.116 1 5.526e-3 7 NC 13 NC 131014min-.006 1 -.009 1 -8.715 10 -2.236e-2 11 NC 1 NC 110153max.084 11 .009 4 3.116 1 5.526e-3 7 NC 13 NC 131016min01-.009 1 -8.715 10 -2.239e-2 11 NC 1 NC 110174max.081 11 .009 4 3.116 1 5.526e-3 7 NC 13 NC 131018min-.007 4 -.009 1 -8.715 10 -2.242e-2 11 NC 1 NC 110195max.078 11 .009 4 3.116 1 5.526e-3 7 NC 13 NC 131020min-.015 4 -.009 1 -8.716 10 -2.245e-2 11 NC 1 NC 110211031max.324 11 7.48 4 .334 5 1.935e-2 8 NC 13 NC 131022min-.028 4 -8.623 1 -7.023 8 2.42e-7 1 NC 1 NC 110232max.323 11 7.48 4 .334 5 1.934e-2 8 NC 13 NC 131024min-.014 4 -8.623 1 -7.023 8 2.42e-7 1 NC 1 NC 110253max.321 11 7.48 4 .334 5 1.934e-2 8 NC 13 NC 13 RISA-3D Version 17.0.4 Page 55 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 65 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC1026min01-8.623 1 -7.022 8 2.42e-7 1 NC 1 NC 110274max.32 13 7.48 4 .334 5 1.933e-2 8 NC 13 NC 131028min-.014 1 -8.623 1 -7.022 8 2.42e-7 1 NC 1 NC 110295max.326 10 7.48 4 .334 5 1.933e-2 8 NC 13 NC 131030min-.029 1 -8.623 1 -7.022 8 2.42e-7 1 NC 1 NC 110311041max.079 13 .011 4 1.616 7 1.188e-2 1 NC 13 NC 131032min-.012 1 -.009 1 -5.787 9 -3.915e-2 10 NC 1 NC 110332max.082 11 .011 4 1.616 7 1.188e-2 1 NC 13 NC 131034min-.006 1 -.009 1 -5.786 9 -3.912e-2 10 NC 1 NC 110353max.085 11 .011 4 1.616 7 1.188e-2 1 NC 13 NC 131036min01-.009 1 -5.785 9 -3.908e-2 10 NC 1 NC 110374max.089 11 .011 4 1.616 7 1.188e-2 1 NC 13 NC 131038min-.004 4 -.009 1 -5.784 9 -3.905e-2 10 NC 1 NC 110395max.093 11 .011 4 1.616 7 1.188e-2 1 NC 13 NC 131040min-.008 4 -.009 1 -5.783 9 -3.901e-2 10 NC 1 NC 110411051max.093 11 .011 4 1.616 7 1.188e-2 1 NC 13 NC 131042min-.008 4 -.009 1 -5.783 9 -3.901e-2 10 NC 1 NC 110432max.096 11 .011 4 1.541 7 1.158e-2 1 NC 13 NC 131044min-.012 4 -.009 1 -5.54 9 -3.776e-2 10 NC 1 NC 110453max.099 11 .01 4 1.467 7 1.128e-2 1 NC 13 NC 131046min-.016 4 -.009 1 -5.304 8 -3.65e-2 10 NC 1 NC 110474max.102 11 .01 10 1.392 7 1.099e-2 1 NC 13 NC 131048min-.02 4 -.008 1 -5.074 8 -3.524e-2 10 NC 1 NC 110495max.106 11 .01 10 1.318 7 1.069e-2 1 NC 13 NC 131050min-.024 4 -.008 1 -4.845 8 -3.399e-2 10 NC 1 NC 110511061max.326 10 7.48 4 .334 5 1.933e-2 8 NC 13 NC 131052min-.029 1 -8.623 1 -7.022 8 2.42e-7 1 NC 1 NC 110532max.336 10 7.127 4 .322 5 1.869e-2 8 NC 13 NC 131054min-.043 1 -8.193 1 -6.745 8 -1.239e-7 1 NC 1 NC 110553max.345 10 6.774 4 .31 5 1.805e-2 8 NC 13 NC 131056min-.057 1 -7.762 1 -6.469 8 -4.898e-7 1 NC 1 NC 110574max.355 10 6.422 4 .298 5 1.741e-2 8 NC 13 NC 131058min-.071 1 -7.331 1 -6.192 8 -8.556e-7 1 NC 1 NC 110595max.364 10 6.069 4 .285 5 1.677e-2 8 NC 13 NC 131060min-.085 1 -6.9 1 -5.916 8 -1.221e-6 1 NC 1 NC 110611071max.078 11 .009 4 3.116 1 5.526e-3 7 NC 13 NC 131062min-.015 4 -.009 1 -8.716 10 -2.245e-2 11 NC 1 NC 110632max.075 11 .009 4 2.96 1 5.347e-3 7 NC 13 NC 131064min-.022 4 -.009 1 -8.372 10 -2.153e-2 11 NC 1 NC 110653max.072 11 .008 4 2.803 1 5.168e-3 7 NC 13 NC 131066min-.029 4 -.009 1 -8.029 10 -2.066e-2 12 NC 1 NC 110674max.069 11 .008 4 2.647 1 4.989e-3 7 NC 13 NC 131068min-.036 4 -.008 1 -7.685 10 -1.982e-2 12 NC 1 NC 110695max.066 11 .008 4 2.491 1 4.982e-3 4 NC 13 NC 131070min-.043 4 -.008 1 -7.342 10 -1.897e-2 12 NC 1 NC 110711081max.176 4 0 13 0 13 1.054e-3 8 NC 13 NC 131072min-.259 1 0 1 0 1 -5.488e-5 1 NC 1 NC 110732max.177 4 .044 4 .093 5 1.015e-3 8 NC 6 NC 11074min-.26 1 -1.218 10 -1.702 8 -5.669e-5 1 236.724 10 301.213 810753max.177 4 .056 4 .162 5 9.758e-4 8 NC 5 NC 11076min-.261 1 -1.594 10 -2.978 8 -5.851e-5 1 189.802 10 198.721 810774max.178 4 .023 1 .187 5 4.82e-4 8 NC 6 NC 11078min-.262 1 -1.191 10 -3.443 8 -3.85e-5 1 295.438 8 271.719 810795max.178 4 .168 1 .179 5 -5.171e-6 1 NC 13 NC 131080min-.263 1 -.398 10 -3.292 8 -2.93e-4 11 NC 1 NC 110811091max.177 5 .048 4 .261 1 5.759e-3 8 NC 13 NC 131082min-3.263 8 -1.501 10 -.178 4 -4.932e-4 4 NC 1 NC 1 RISA-3D Version 17.0.4 Page 56 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 66 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Envelope Member Section Deflections Service (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r...LC (n) L/y' Ra...LC (n) L/z' Ra...LC10832max.176 5 .039 4 .273 1 5.321e-3 8 NC 13 NC 131084min-3.265 8 -1.311 10 -.176 4 -3.672e-4 4 NC 1 NC 110853max.175 5 .029 4 .285 1 4.886e-3 10 NC 13 NC 131086min-3.268 8 -1.121 10 -.174 4 -2.411e-4 4 NC 1 NC 110874max.174 5 .02 4 .296 1 4.451e-3 10 NC 13 NC 131088min-3.27 8 -.933 8 -.172 4 -1.15e-4 4 NC 1 NC 110895max.173 5 .011 4 .308 1 4.017e-3 10 NC 13 NC 131090min-3.273 8 -.749 8 -.17 4 -7.644e-5 12 NC 1 NC 110911101max.176 4 0 13 0 13 5.488e-5 1 NC 13 NC 131092min-.259 1 0 1 0 1 -8.135e-4 8 NC 1 NC 110932max.177 4 .037 1 .093 5 5.669e-5 1 NC 6 NC 11094min-.26 1 -1.466 13 -1.697 8 -7.126e-4 8 190.316 13 301.625 810953max.177 4 .04 1 .162 5 5.851e-5 1 NC 5 NC 11096min-.261 1 -1.903 13 -2.97 8 -6.188e-4 10 151.039 13 198.993 810974max.178 4 .002 7 .187 5 3.85e-5 1 NC 6 NC 11098min-.262 1 -1.367 13 -3.432 8 -2.303e-4 10 231.813 13 272.091 810995max.178 4 .13 4 .179 5 3.488e-4 8 NC 13 NC 131100min-.263 1 -.342 11 -3.278 8 5.171e-6 1 NC 1 NC 111011111max.177 5 .028 1 .261 1 7.441e-3 13 NC 13 NC 131102min-3.253 8 -1.78 13 -.178 4 -6.523e-4 1 NC 1 NC 111032max.176 5 .025 1 .273 1 6.837e-3 13 NC 13 NC 131104min-3.256 8 -1.548 13 -.176 4 -4.878e-4 1 NC 1 NC 111053max.175 5 .023 1 .285 1 6.233e-3 13 NC 13 NC 131106min-3.259 8 -1.316 13 -.174 4 -3.232e-4 1 NC 1 NC 111074max.174 5 .02 1 .296 1 5.63e-3 13 NC 13 NC 131108min-3.262 8 -1.085 13 -.172 4 -1.586e-4 1 NC 1 NC 111095max.173 5 .018 1 .308 1 5.026e-3 13 NC 13 NC 131110min-3.265 8 -.853 13 -.17 4 -3.161e-5 5 NC 1 NC 1 RISA-3D Version 17.0.4 Page 57 [P:\...\...\...\...\VENUE\15m_x_4m_Venue_Tent_ASCE_7_2016.r3d] McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 67 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Determine Bending Capacity of Eave Connection Fy_eave 35 ksi Section Properties of Eave Connection Plates (1 each side) Section Properties of Plates:dplate 12 in bplate 3 8 in Combined Section Properties: Acomb 2 dplate bplate Acomb 9 in2 Ix_comb 2 1 12 bplatedplate3§¨© ·¸¹ Ix_comb 108 in4 Plastic section modulus, Zcomb:Scomb 1 6 bplatedplate22 Scomb 18 in3 Allowable Bending Moment:Ma_eave Fy_eave Scomb 1.65 Ma_eave 382 kip in Maximum Bending Moment @ Connection:Mmax_eave 83.5 kipin (Member 31 - OK) Check stress on bolts: Resultant shear force on bolt from moment:Vbolt Mmax_eave 12 in Vbolt 6.96 kip Number of shear planes:Nsp 2 Bolt diameter:dbolt 20 mm Abolt dbolt2 π 4 Abolt 0.49 in2 fv Vbolt Abolt Nsp fv 7.14 ksi OK COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 68 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Portal Frame - Cross Bracing Substitution COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 69 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A COPYRIGHT 2020 BY McGINNIS & ASSOCIATES, INC. PROPRIETARY. ALL RIGHTS RESERVED. McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131 (314) 835-1224 Fax: (314) 984-0561 JOB: 15m Venue Series Anchor Industries NO. 22320 SHEET NO: 70 of 70 CALC. BY: DWM DATE: 10/18/20 ANCHOR INDUSTRIES C10 01504G R1 IN A Woodhouse Stable Barns Structural evaluation of the portable barn stable structure in accordance with IBC 2015 and ASCE 7-10 Designed for various basic wind speeds (3-second gust) with factors applied per ASCE37-02 for nominal wind design pressures Exposure B Terrain Ground snow of 0 psf Building Risk Category = 'II' The seal of the design professional on this cover page refers to the calculation sheets contained within this document and to any Appendix or Table sheets that support this document. Any other drawings and documents may require a separate seal for coverage not provided here. If the design professional's seal or signature is electronic or digital, then it is effective only as to that version of this document as originally published by the design professional. The design professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact the design professional. Certification of this document only shows that the design professional of that particular jurisdiction is in agreement with the report's contents. It does not, however, imply that the structure is generally suitable for all uses within that state, or that every installation of this structure is covered by this report. The design professional's seal, affixed on this document, signifies a responsibility for the structural adequacy of the design of the structure in the completed project. The content contained within this document does not encompass means, methods and safety of erection. The information and illustrations contained within this document remain the sole property of Lightweight Design Inc and are to be treated as confidential. All data, designs, technical representations, engineering calculations and illustrations whether written or implied may not be reproduced in whole or in part nor distributed, used in manufacturing, design or display without the express written consent of Lightweight Design Inc. Retention of this document shall constitute acceptance of these terms and conditions. This page intentionally left blank 01-Introduction.xmcd 2 of 6 Table of Contents 1. Summary and Recommendations 2. Determination of loads Dead Load Live load Roof Live Load Snow load Wind load 3. Load Combinations 4. Profile Design 5. Base Reactions Appendix A - Sketches Appendix B - Computer Model INPUT Appendix C - Computer Model OUTPUT Revision Log Rev 0 Rev. Date 14 May 18 Description - Original Issue 01-Introduction.xmcd 3 of 6 This page intentionally left blank 01-Introduction.xmcd 4 of 6 1.1 Introduction This document, based on technical background information as provided by L. H. Woodhouse & Co Ltd [Woodhouse], covers the structural evaluation of the temporary aluminum frame style structure in accordance with U.S. Building Code requirements. The specifications outlined in the Structural Engineering Institute / American Society of Civil Engineers (SEI/ASCE 7) "Minimum Design Loads for Buildings and Other Structures" were followed in determining the integrity of the structure. This document is intended to serve as a basis for the acceptability of this stand-alone, enclosed structure under standard design wind loads at varying levels of wind velocities. Lightweight Design Inc. compiled this document based on the existing frame tent system with reference to the applicable building codes in the U.S. This report includes the load cases and combinations used in the analysis and gives an indication as to the wind exposure for which the structure is suitable. Certification of this document only shows that the Professional Engineer of that jurisdiction is in agreement with the report's contents. It does not, however, imply that the structure is generally suitable for use within all locations within that jurisdiction, or that every installation of the structure is covered by this report. As this document was compiled based on design information as provided by Woodhouse, the summary and recommendations for this structure and contained within this document can only be valid if the structure is erected with Woodhouse specified parts and components. Computer-aided structural frame analysis were involved in the course of the investigation. Different load combinations were considered to identify the critical aspects of the design. Member and detail checks were established to derive the conclusions for the entire report. It is understood that the responsibility of proper installation according to the plans rests upon the installation contractor. This includes, but is not limited to, ensuring the following: that the cables are always held taut,• that the fabric is stretched tight enough to prevent the development of pockets and to• maintain the prescribed roof gradient, that purlins are installed securely against rafters to resist calculated loads,• 01-Introduction.xmcd 5 of 6 This page intentionally left blank 01-Introduction.xmcd 6 of 6 2. Determination of Loads Dead Load : The structure dead loads consist of the self weight of the structure's components with addition of uniform distributed loads for fabric roofing, side wall materials, and minor components, such as electrical lights, sockets, and ventilation fans. The structure is designed to support the loads shown in this calculations. It may, or may not, be capable of supporting additional collateral loads. The owner of the structure shall not hand, or otherwise affix, additional loads to this structure without a review by an engineer qualified to make said review. Additionally, prior to adding load to this structure, the owner shall get a written confirmation by the qualified engineer as to the magnitude and location of the load, or loads, being applied. Live Load - Roof : A load on a roof produced (1) during maintenance by workers, equipment, and materials and (2) during the life of the structure by movable objects, such as small decorative appurtenances that are not occupancy related. Due to the nature of construction of this structure, neither materials nor equipment would be placed upon the roof. Cleaning maintenance of the roof must be done from a manlift supported above the roof due to the slippery nature of the fabric when it gets wet or the roof sheet will be removed and repaired on the ground. Therefore, roof live loads were not considered for this analysis. Flood Loads Due to the temporary nature of the structure, it is assumed that it will not be subject to flooding conditions. Therefore, flood loads were not considered. 02a-Determination of Loads-Dead and 1 of 1 Snow Load - ASCE 7-10 Chapter 7 Ground Snow Load :pg 0 psf⋅=[Fig. 7-1, Table 7-1] Terrain Category:Exposure "B"=[Section 26.7] Exposure Factor :Ce 0.9=[Table 7-2] Description of exposure type "Roof exposure condition = Fully Exposed"= Thermal Factor :Ct 1=[Table 7-3] Description of thermal condition "Thermal Condition = All structures except as indicated in Table 7-3"= Building Risk Category: Cat "II"=[Table 1.5-1] Occupancy of Building "All building and other structure except those listed in Risk Categories I, III, and IV"= Importance Factor :[Table 1.5-2] Flat Roof Snow Load : pf 0.7 Ce⋅Ct⋅Is⋅pg⋅=pf 0 psf⋅=[Eq. 7.3-1] Is 1.0= Design Parameters 02b-Determination of Loads-Snow.xmcd 1 of 2 Per ASCE 7-10 Section 7.3.4, minimum roof snow load, pm, shall only apply to monoslope, hip and gable roofs with slopes less than 15°, and to curved roofs where the vertical angle from the eaves to the crown is less than 10°. This minimum roof snow load is a separate uniform load case. It need not be used in determining or in combination with drift, sliding, unbalanced, or partial loads. Check for Minimum Snow Load "minimum values for low-slope roof need not to be considered "= Sloped Roof Snow Load Roof Slope Factor :Cs 0.80=[Figure 7-2a] Sloped Roof Load :ps Cs pf⋅=[Eq. 7.4-1] ps 0 psf⋅= Per ASCE 7-10 Section 7.10, for locations where pg is 20 psf or less, but not zero, all roofs with slopes (in degrees) less than W/50 with W in feet shall include a 5 psf rain-on-snow surcharge load. This additional load applies only to the sloped roof (balanced) load case and need not be used in combination with drift, sliding, unbalanced, minimum, or partial loads. Rain-on-Snow Surcharge Load "surchage load need not be applied"=[Section 7.10] Design Balanced Snow Load : S0 ps Lbay⋅= S0 0 pli⋅= Per ASCE 7-10 Section 7.6.1, for hip and gable roofs with a slope exceeding 7 on 12 (30.2°) or with a slope less than 2.38° (1/2 on 12) unbalanced snow loads are not required to be applied. θroof 17.78 deg⋅=[Section 7.6.1] Check unbalanced load requirement "snow loads are 0, unbalanced loads are not considered"= Design Unbalanced Snow Load Design Check: Rain-on-Snow Surcharge Load: Minimum Snow Load for Low-Slope Roofs : 02b-Determination of Loads-Snow.xmcd 2 of 2 Wind Loads - Low Rise Buildings Design Parameters Risk Category: Cat "II"=[Table 1.5-1] Basic Wind Speed:V 55 70 80   mph⋅=[Section 26.5.1] Mean Recurrence Interval:MRI 2 yr⋅=[Section C26.5.1 & ASCE 7-10 Table C6-3]Reduction Factor for 'Other' MRI:Rn 0.68= Effective Wind Speed:Vr 37.4 47.6 54.4   mph⋅= Wind Directionality Factor:Kd 0.85= Exposure Category:Exposure "B"=[Section 26.7] Topographic Factor:Kzt 1=[Section 26.8.2] Gust Effect Factor:G 0.85=[Section 26.9.1] Per ASCE 7-10 Section 26.9.1 & 26.9.2, the gust-effect factor for Low-Rise Buildings as defined in Section 26.2, are permitted to be taken as 0.85. [Table 26.6-1] 02c-Determination of Loads-Wind (Low-1 of 5 Kz 2.01 15ft zg   2 α ⋅=Kz 2.01 z zg   2 α ⋅= Envelope Procedure for Low Rise Buildings - ASCE 7-10 Chapter 28 Per ASCE 7-10 Section 26.2, buildings with mean roof height h less than or equal to 60 ft, and with mean roof height h dose not exceed least horizontal dimension are considered as low-rise building. Check Low Rise Criteria "both low-rise conditions are satisfied"= Per ASCE 7-10 Section 28.1.4, no reduction to the velocity pressure is taken due to apparent shielding. Velocity Pressure : qz 0.00256 Kz⋅Kzt⋅Kd⋅Vr2⋅=velocity pressure evaluated at peak height [Section 28.3.2; Equation 28.3-1]qh 0.00256 Kh⋅Kzt⋅Kd⋅Vr 2⋅=velocity pressure evaluated at mean roof height for 15ft z≤zg≤ for z 15ft≤ [Table 28.3-1] *Note: z shall not be taken less than 30 feet in exposure B. zg 1200 ft⋅=[Table 26.9.1] Kz 0.7=velocity pressure exposure coefficient evaluated at peak height (z 14.35 ft⋅=) Kh 0.7=velocity pressure exposure coefficient evaluated at mean roof height (h 11.19 ft⋅=) qz 2.13 3.45 4.51   psf⋅=qh 2.13 3.45 4.51   psf⋅=where V 55 70 80   mph⋅=velocity pressure evaluated at building height (z) and mean roof height (h). where : 02c-Determination of Loads-Wind (Low-2 of 5 Design Wind Pressure pqh GCpf()GCpi()−⋅=[Equation 28.4-1] External Pressure Coefficients (GCpf) Transverse Direction (Load Case A) GCpf.A "1" "2" "3" "4" "1E" "2E" "3E" "4E" 0.51 -0.69 -0.46 -0.41 0.77 -1.07 -0.67 -0.61 =a 3.94 ft⋅= 2a⋅7.87 ft⋅= (interpolated to the roof slope at: θroof 17.78 deg⋅=) Longitudinal Direction (Load Case B) GCpf.B "1" "2" "3" "4" "5" "6" "1E" "2E" "3E" "4E" "5E" "6E" -0.45 -0.69 -0.37 -0.45 0.4 -0.29 -0.48 -1.07 -0.53 -0.48 0.61 -0.43 = Application of Pressures on Building Surfaces 2 and 3 Per note 8 in ASCE 7-10 Fig. 28.4-1, the roof pressure coefficient (GCpf), when negative in Zone 2 and 2E, shall be applied in Zone 2/2E for a distance from the edge of the roof equal to 0.5*horizontal dimension of the building parallel to the direction of the MWFRS being designed or 2.5* the eave height at the windward wall, whichever is less; the remainder of Zone 2/2E extending to the ridge line shall use the pressure coefficient (GCpf) for Zone 3/3E. Zone 2/2E DistanceCaseA 19.69 ft⋅= Zone 2/2E DistanceCaseB 20.09 ft⋅= Internal Pressure Coefficients (GCpi) GCpi 0.18 -0.18=top line = overpressure, bottom line = underpressure [Table 26.11-1] 02c-Determination of Loads-Wind (Low-3 of 5 Wind Velocity 55 mph Wind at Transverse Direction (Load Case A) pA "1" "2" "3" "4" "1E" "2E" "3E" "4E" 0.71 -1.86 -1.37 -1.26 1.26 -2.67 -1.80 -1.68 1.47 -1.09 -0.60 -0.49 2.03 -1.90 -1.04 -0.91 psf⋅=top line = overpressure, bottom line = underpressure Wind at Longitudinal Direction (Load Case B) pB "1" "2" "3" "4" "5" "6" "1E" "2E" "3E" "4E" "5E" "6E" -1.34 -1.86 -1.17 -1.34 0.47 -1 -1.41 -2.67 -1.51 -1.41 0.92 -1.3 -0.58 -1.09 -0.41 -0.58 1.24 -0.23 -0.64 -1.9 -0.75 -0.64 1.68 -0.53 psf⋅= Wind Velocity 70 mph Wind at Transverse Direction (Load Case A) pA "1" "2" "3" "4" "1E" "2E" "3E" "4E" 1.14 -3.01 -2.22 -2.04 2.04 -4.32 -2.92 -2.72 2.39 -1.76 -0.98 -0.79 3.29 -3.07 -1.68 -1.48 psf⋅=top line = overpressure, bottom line = underpressure Wind at Longitudinal Direction (Load Case B) pB "1" "2" "3" "4" "5" "6" "1E" "2E" "3E" "4E" "5E" "6E" -2.18 -3.01 -1.9 -2.18 0.76 -1.62 -2.28 -4.32 -2.45 -2.28 1.49 -2.11 -0.93 -1.76 -0.66 -0.93 2 -0.38 -1.04 -3.07 -1.21 -1.04 2.73 -0.86 psf⋅= Wind Velocity 80 mph Wind at Transverse Direction (Load Case A) pA "1" "2" "3" "4" "1E" "2E" "3E" "4E" 1.49 -3.93 -2.90 -2.66 2.67 -5.64 -3.82 -3.56 3.12 -2.30 -1.28 -1.03 4.29 -4.02 -2.19 -1.94 psf⋅=top line = overpressure, bottom line = underpressure Wind at Longitudinal Direction (Load Case B) pB "1" "2" "3" "4" "5" "6" "1E" "2E" "3E" "4E" "5E" "6E" -2.84 -3.93 -2.48 -2.84 0.99 -2.12 -2.98 -5.64 -3.2 -2.98 1.94 -2.75 -1.22 -2.3 -0.86 -1.22 2.62 -0.5 -1.35 -4.02 -1.58 -1.35 3.56 -1.13 psf⋅= 02c-Determination of Loads-Wind (Low-4 of 5 This page intentionally left blank 02c-Determination of Loads-Wind (Low-5 of 5 3. LRFD Load Combinations : ASCE Section 2.2 : SYMBOLS AND NOTATION D = dead load Di = weight of ice E = earthquake load F = load due to fluids with well-defined pressures and maximum heights Fa = flood load H = load due to lateral earth pressure, ground water pressure, or pressure of bulk materials L = live load Lr = roof live load R = rain load S = snow load T = self-straining force W = wind load Wi = wind-on-ice determined in accordance with Chapter 10 ASCE Section 2.3 : COMBINING FACTORED LOADS USING STRENGTH DESIGN Section 2.3.2 : Basic Combinations. Structures, components, and foundations shall be designed so that their design strength equals or exceeds the effects of the factored loads in the following combinations: 1. 1.4(D + F) 2. 1.2(D + F + T ) + 1.6(L + H) + 0.5(Lr or S or R) 3. 1.2D + 1.6(Lr or S or R) + (L or 0.8W) 4. 1.2D + 1.6W + L + 0.5(Lr or S or R) 5. 1.2D + 1.0E + L + 0.2S 6. 0.9D + 1.6W + 1.6H 7. 0.9D + 1.0E + 1.6H 03-Load Combinations.xmcd 1 of 2 Symbols as used in calculations D1 = dead load;W1 = lateral wind (perpendicular to ridge line with overpressure) Lf = live load;W2 = lateral wind (perpendicular to ridge line with overpressure) Lr = roof live load;W3 = longitudinal wind (parallel to ridge line with underpressure) S1 = balanced snow W4 = longitudinal wind (parallel to ridge line with underpressure) S2 = unbalanced snow Combinations as applied in calculations : 1.01. 1.4D1 (02.)3.01. 1.2D1 + 1.6Lr + 1.0Lf (34.) .02. 1.2D1 + 1.6Lr + 0.5W1 (35.) .03. 1.2D1 + 1.6Lr + 0.5W2 (36.) .04. 1.2D1 + 1.6Lr + 0.5W3 (37.) .05. 1.2D1 + 1.6Lr + 0.5W4 (38.) .06. 1.2D1 + 1.6Lr + 0.5W5 (39.) .07. 1.2D1 + 1.6Lr + 0.5W6 (40.) .08. 1.2D1 + 1.6Lr + 0.5W7 (41.) .09. 1.2D1 + 1.6Lr + 0.5W8 (42.) .10. 1.2D1 + 1.6Lr + 0.5W9 (43.) .11. 1.2D1 + 1.6Lr + 0.5W10 (44.) .12. 1.2D1 + 1.6S1 + 1.0Lf (45.) .13. 1.2D1 + 1.6S1 + 0.5W1 (46.) .14. 1.2D1 + 1.6S1 + 0.5W2 (47.) .15. 1.2D1 + 1.6S1 + 0.5W3 (48.) .16. 1.2D1 + 1.6S1 + 0.5W4 (49.) .17. 1.2D1 + 1.6S1 + 0.5W5 (50.) .18. 1.2D1 + 1.6S1 + 0.5W6 (51.) .19. 1.2D1 + 1.6S1 + 0.5W7 (52.) .20. 1.2D1 + 1.6S1 + 0.5W8 (53.) .21. 1.2D1 + 1.6S1 + 0.5W9 (54.) .22. 1.2D1 + 1.6S1 + 0.5W10 (55.) .23. 1.2D1 + 1.6S2 + 1.0Lf (56.) .24. 1.2D1 + 1.6S2 + 0.5W1 (57.) .25. 1.2D1 + 1.6S2 + 0.5W2 (58.) .26. 1.2D1 + 1.6S2 + 0.5W3 (59.) .27. 1.2D1 + 1.6S2 + 0.5W4 (60.) .28. 1.2D1 + 1.6S2 + 0.5W5 (61.) .29. 1.2D1 + 1.6S2 + 0.5W6 (62.) .30. 1.2D1 + 1.6S2 + 0.5W7 (63.) .31. 1.2D1 + 1.6S2 + 0.5W8 (64.) .32. 1.2D1 + 1.6S2 + 0.5W9 (65.) .33. 1.2D1 + 1.6S2 + 0.5W10 (66.) 4.01. 1.2D1 + 1.0W1 + 0.5Lr + 1.0Lf (31.) .02. 1.2D1 + 1.0W2 + 0.5Lr + 1.0Lf (32.) .03. 1.2D1 + 1.0W3 + 0.5Lr + 1.0Lf (33.) .04. 1.2D1 + 1.0W4 + 0.5Lr + 1.0Lf (34.) .05. 1.2D1 + 1.0W5 + 0.5Lr + 1.0Lf (35.) .06. 1.2D1 + 1.0W6 + 0.5Lr + 1.0Lf (36.) .07. 1.2D1 + 1.0W7 + 0.5Lr + 1.0Lf (37.) .08. 1.2D1 + 1.0W8 + 0.5Lr + 1.0Lf (38.) .09. 1.2D1 + 1.0W9 + 0.5Lr + 1.0Lf (39.) .10. 1.2D1 + 1.0W10 + 0.5Lr + 1.0Lf (40.) .11. 1.2D1 + 1.0W1 + 0.5S1 + 1.0Lf (41.) .12. 1.2D1 + 1.0W2 + 0.5S1 + 1.0Lf (42.) .13. 1.2D1 + 1.0W3 + 0.5S1 + 1.0Lf (43.) .14. 1.2D1 + 1.0W4 + 0.5S1 + 1.0Lf (44.) .15. 1.2D1 + 1.0W5 + 0.5S1 + 1.0Lf (45.) .16. 1.2D1 + 1.0W6 + 0.5S1 + 1.0Lf (46.) .17. 1.2D1 + 1.0W7 + 0.5S1 + 1.0Lf (47.) .18. 1.2D1 + 1.0W8 + 0.5S1 + 1.0Lf (48.) .19. 1.2D1 + 1.0W9 + 0.5S1 + 1.0Lf (49.) .20. 1.2D1 + 1.0W10 + 0.5S1 + 1.0Lf (50.) .21. 1.2D1 + 1.0W1 + 0.5S2 + 1.0Lf (51.) .22. 1.2D1 + 1.0W2 + 0.5S2 + 1.0Lf (52.) .23. 1.2D1 + 1.0W3 + 0.5S2 + 1.0Lf (53.) .24. 1.2D1 + 1.0W4 + 0.5S2 + 1.0Lf (54.) .25. 1.2D1 + 1.0W5+ 0.5S2 + 1.0Lf (55.) .26. 1.2D1 + 1.0W6 + 0.5S2 + 1.0Lf (56.) .27. 1.2D1 + 1.0W7 + 0.5S2 + 1.0Lf (57.) .28. 1.2D1 + 1.0W8 + 0.5S2 + 1.0Lf (58.) .29. 1.2D1 + 1.0W9 + 0.5S2 + 1.0Lf (59.) .30. 1.2D1 + 1.0W10 + 0.5S2 + 1.0Lf (60.) 2.01. 1.2D1 + 1.6Lf + 0.5Lr (04.) .02. 1.2D1 + 1.6Lf +0.5S1 (05.) .03. 1.2D1 + 1.6Lf +0.5S2 (06.) 5.01. 1.2D1 + 1.0Lf (04.) .02. 1.2D1 + 0.2S1 + 1.0Lf (05.) .03. 1.2D1 + 0.2S2 + 1.0Lf (06.) 6.01. 0.9D1 + 1.0W1 (11.) 02. 0.9D1 + 1.0W2 (12.) 03. 0.9D1 + 1.0W3 (13.) 04. 0.9D1 + 1.0W4 (14.) 05. 0.9D1 + 1.0W5 (15.) 06. 0.9D1 + 1.0W6 (16.) 07. 0.9D1 + 1.0W7 (17.) 08. 0.9D1 + 1.0W8 (18.) 09. 0.9D1 + 1.0W9 (19.) 10. 0.9D1 + 1.0W10 (20.) 7.01. 0.9D1 (02.) *Numbers in parenthesis above indicate number of the similar load case that includes D2 03-Load Combinations.xmcd 2 of 2 4. Main Profile Design Section Properties : E 10100 ksi⋅=Table 3.3-1 nu 1.95=Table 3.4-1 d 3.494 in⋅=b 1.882 in⋅=Shape dimensions bw 2.372 in⋅=tw 0.118 in⋅= bf 1.567 in⋅=tf 0.14 in⋅= Ag 1.628 in 2⋅=Cross-sectional area of Shape Ix 2.33 in 4⋅=Iy 0.71 in 4⋅=Moment of inertia Sx 1.18 in 3⋅=Sy 0.76 in 3⋅=Section Modulus rx 1.2 in⋅=ry 0.66 in⋅=Radius of Gyration J 1.32 in 4⋅=Torsional constant Kx 1.0:=Ky 0.7:=Factor for buckling Lx 165 in⋅=Ly 82.5 in⋅=Length for buckling Lb Ly:=Length between Bracing Points Design Tensile Strength :ϕPn.D 40.57 kip⋅=[Section D] Design Compressive Strength :ϕPn.E 6.52 kip⋅=[Section E] Design Axial Strengths: The following allowable stresses are based on values from the "2010 Aluminum Design Manual" 04-Main Profile Design.xmcd 1 of 2 Design Flexural Strengths: Design Flexural Strength - Closed Section :ϕMn.F.3 9.2 kip in⋅⋅=[Section F.3] Design Shear Strength - Pipes and Round Tubes :ϕMn.F.6 43.6 kip in⋅⋅=[Section F.6] Design Shear Strengths: Design Shear Strength :ϕVn.G 6.93 kip⋅=[Section G] Actual Stress: Member ID "ms206"=Load Case "6.10-0.9D1+0.9D2+1.0W1 Second Order"= Mrx 8.93 kip in⋅⋅=Mry 0 kip in⋅⋅=Pr 0.15−kip⋅= Mcx 9.2 kip in⋅⋅=Mcy 9.2 kip in⋅⋅=Pc 6.52 kip⋅= Eq. H.1-1 :Eq1 Pr Pc Mrx Mcx +Mry Mcy +0.99=:=Eq1 is less than or equal to 1.0 "OK"= Member ID "ms207"=Load Case "6.12-0.9D1+0.9D2+1.0W3 Second Order"= Mrx 8.79 kip in⋅⋅=Mry 0.05 kip in⋅⋅=Pr 0.05 kip⋅= Mcx 9.2 kip in⋅⋅=Mcy 9.2 kip in⋅⋅=Pc 40.57 kip⋅= Eq. H.1-1 :Eq2 Pr Pc Mrx Mcx +Mry Mcy +0.96=:=Eq2 is less than or equal to 1.0 "OK"= 04-Main Profile Design.xmcd 2 of 2 5. Reactions and Ballast Requirements Case: 80 mph (effective 54.4 mph) Outside column line Inside column line Maximum net uplift :MaxUpliftout 0 lbf⋅=MaxUpliftin 418 lbf⋅= Maximum horizontal shear :MaxShearout 199 lbf⋅=MaxShearin 270 lbf⋅= Minimum ballast requirement :MaxBallastout 74.78 lbf⋅=MaxBallastin 952 lbf⋅= - minimum ballast requirements is based on a coefficient of friction 0.5= - minimum includes weight to resist both uplift and horizontal shear values for worst case load combination. Case: 70 mph (effective 47.6 mph) Outside column line Inside column line Maximum net uplift :MaxUpliftout 0 lbf⋅=MaxUpliftin 265 lbf⋅= Maximum horizontal shear :MaxShearout 163 lbf⋅=MaxShearin 225 lbf⋅= Minimum ballast requirement :MaxBallastout 0 lbf⋅=MaxBallastin 709 lbf⋅= - minimum ballast requirements is based on a coefficient of friction 0.5= - minimum includes weight to resist both uplift and horizontal shear values for worst case load combination. Case: 55 mph (effective 37.4 mph) Outside column line Inside column line Maximum net uplift :MaxUpliftout 0 lbf⋅=MaxUpliftin 0 lbf⋅= Maximum horizontal shear :MaxShearout 110 lbf⋅=MaxShearin 146 lbf⋅= 05-Reactions.xmcd 1 of 2 7'x10' Marquee 6 Scale: 1/4" = 1'-0"Marquee Tents 10'x10' Marquee 1 Scale: 1/4" = 1'-0" 14'x30' Marquee 2 Scale: 1/4" = 1'-0" 20'x20' Fiesta 6 Scale: 3/16" = 1'-0" Fiesta Tents 30'x30' Fiesta 1 Scale: 3/16" = 1'-0" 20'x40' Fiesta 2 Scale: 3/16" = 1'-0" 20'x20' Century Frame 6 Scale: 1/4" = 1'-0" Century Frame Tents 10'x10' Century Frame 1 Scale: 1/4" = 1'-0" 10'x20' Century Frame 2 Scale: 1/4" = 1'-0" 30'x20' NaviTrac 6 Scale: 1/8" = 1'-0" Gable End NaviTrac Tents40'x40' NaviTrac 1 Scale: 1/8" = 1'-0" 20'x40' NaviTrac 2 Scale: 1/8" = 1'-0" 50'x60' NaviTrac 4 Scale: 1/8" = 1'-0" 6Mx6M Chalet 6 Scale: 3/16" = 1'-0" Chalet Structures 3Mx3M Chalet 1 Scale: 3/16" = 1'-0" 9Mx12M Chalet 4 Scale: 3/16" = 1'-0" 9Mx10M Venue 6 Scale: 1/8" = 1'-0" Venue/Bodega Structures 18Mx10M Bodega 4 Scale: 1/8" = 1'-0" 15Mx5M Venue 2 Scale: 1/8" = 1'-0" 12Mx10M Bodega 1 Scale: 1/8" = 1'-0"