Loading...
HomeMy WebLinkAboutAPPROVED Big Top 221-58 40x130x17 A1 Roof Trusses 18BB - Fort Pierce, FL - Digital signPSE Consulting Engineers Inc. STRUCTURAL ENGINEERING CALCULATIONS PROJECT: 40 x 130 x 17 Al Roof Trusses PROJECT LOCATION: 4451 St.Lucie Blvd Fort Pierce, FL PSE PROJECT NUMBER: Bi^ T^^ 001 rZQ DATE: 4/16/2021 BY: Nabil Taha, Ph.D., P.E. Address: 250 Main Street Klamath Falls, OR 9 Florida License No: #66012 Company License No: #33311 250-A Main Street E-Mail: infokstructurel .com Klamath Falls, OR. 97601 Web: www.structure].com Digitally signed by Nabil Taha DN: E=bill@structure1.com, CN=Nabil Taha, Nabil Ta h a President/CEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:11:30-07'00' �.. ■ _ • N • � ,DIVA EYPiR �s 1oa : ph. (541) 850-6300 fax (541) 850-6233 A. GENERAL REQUIREMENT: 1. Furnish all labor, materials, and equipment necessary to complete the work shown or inferred by these drawings. 2. Where construction details are not shown or noted for any part of the work, such details shall be the same as for similar work shown on the drawings. 3. Notes and details on the drawings take precedence over the general notes and typical details in case of conflict. 4. Locate and protect underground or concealed conduit, plumbing or other utilities where new work is being performed. 5. The contract drawings and specifications represent the finished structure and do not indicate methods, procedures or sequence of construction. The contractor shall take necessary precautions to maintain and insure the integrity of the new and any existing structures during construction. The design stresses shall not be exceeded during construction based on the age of each element. Neither the owner nor Architect/Engineer will enforce safety measure regulations. Installation Contractor shall design, construct and maintain all safety devices, including shoring and bracing for the new and any existing structures and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. 6. Obtain prior written approval for any changes to the drawings. 7. The contractor shall review and compare the structural drawings with all other Construction Documents, such as Architectural, Mechanical and Electrical drawings, specifications, etc. Do not scale drawings. The contractor shall verify dimensions, elevations and all information. Report, in writing, any inconsistencies, errors, or omissions to the Architect/Engineer of record before proceeding with the work. 8. All existing constructions are shown schematic only. Installation Contractor is responsible to verify actual conditions and allow for them in his bid. Notify the Architect/Engineer, in writing, in case of any discrepancy between actual conditions and what is shown on the structural drawings before proceeding with the work. 9. See Architectural, Mechanical, Electrical and other drawings for embedded items. 10. All communication shall be in writing. No verbal communications, decisions, instructions or approvals shall be valid. 11. Adequate drainage path must be provided to drain water away from the perimeter of the building. B. CODE AND LOADS: 1. All material and construction work for this project shall conform to 2020 Edition of the Florida Building Code (7th Ed) based on 2018 International Building Code (IBC 2018). The International Building Code Parameters are: a. Roof Dead Load = 1 PSF b.Ground Snow Load = 0 PSF c.Roof Snow Load = 0 PSF (FLAT) d.Roof Live Load = 5 PSF (Governs) e.Seismic Occupancy Category = II f.R, Response Modification Coefficient = 3.0 g.Ultimate Wind Speed, Vag = 110 mph, Exposure = C, Category II C. HOT -ROLLED STEEL: 1.Tube Frames shall be manufactured from A500 in -line galvanized steel with the following properties: a.Yield strength: 50,000 psi (rectangular); 55,000 psi (round) b.Tensile Strength: 55,000 psi (rectangular); 60,000 psi (round) c.The in -line galvanized steel tube meet the ASTM A-1057A Et ASTM A1057M - 08 Standard Specification for in -line galvanized coating. D. FOUNDATION DESIGN: 1. Concrete pad/foundation design/check to support the truss reactions/loads was not included in the scope of services. 2. Any foundations shown on the drawings, are approximate and need to be verified/checked based on the local site conditioi and local soil properties by a licensed Engineer hired by the Contractor/Builder or Owner of this shelter. 3. For soil anchor applications, see page S-OA for additional requirements. �rnGTop BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses 40 x 130 x 17 L A N Fort Pierce, FL U MI A AL Dustin A Joy 1 4-16-2021 1 Aaron NOTES: 221- 58 18" Bi-Beam 10 FT IL IL PSE Consulting Engineers, Inc. www.structurel.com Klamath Falls Office 250 Main Klamath Falls, Oregon 97603 Phone:(541) 850-6300 Fax: (541) 850-6233 info@structure1.com Digitally signed by Nabil Taha DN: E-bill@structure 1.com, CN=Nabil Taha, Nabil Taha ON=PresidenUCEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:11:39-07'00' 3 support the structure others", unless drawings. , '••. on our it is not limited to, '. r ers, concrete, :om support steel, etc. r _ � • � * • �� DRAIMNG TYPE: 4GINEERING •• • dlV i V \ '* J / ..A•��` INFORMATION ISM It lit ROPERTY OF FzxpIF":Cr':.9-2-9 J BIG TOP JFACTURING INC. D. FOUNDATION DESIGN CONTINUED: 4. For soil anchor applications, as an alternative to item 2 on sheet S-0, the following approximate method could be used. a. Number of soil anchors shown on the plans assumed that the soil anchor's ultimate capacity is 1800 lbs minimum, which shall be verified by site test results. b. Pull out strength varies based on the local soil type and shall be verified by local soil tests at the site. c. The tables below should be used as a guide only and subject to results of anchor pull test at the site. d. Perform soil anchor tests to verify the above value for the soil type. A minimum of four tests shall be conducted to verify the assumed capacity above. e. Use an approved method to obtain the values for the site: (i) Dynamometer to obtain uplift by pulling out the anchors with a forklift (ii) Hydraulic Pump f. Pull out strength shall be measured at a maximum deflection/letup of 1 /2 inch. g. The tests shall be performed by a third party approved testing agency. In absence of a third party approved testing agency, the tests shall be performed in the presence of at least two of the following representatives and the results thereafter shall be signed by them upon completion of the tests. (i) Big Top Manufacturing representative (ii) Customer representative (iii) Installation representative h. If the test results are less than the above value, do not install the anchors and contact the Engineer of Record immediately, both by telephone and in writing. i. If the test results are equal to or more than the above value, install the soil anchors as shown on the plans. j. Results of the tests shall be submitted to both the Engineer of Record and to the General Manager of Big Top Manufacturing Inc. k. The Owner and/or the Installation Contractor shall assume all responsibilities for the accuracy of the test results when using this method. Soil Type Anchor Capacity (Ibs) Soft/Medium Sandy 600 Medium/Sandy Grass Top 1000 Medium/Sandy Soil Gray 1200 Medium/Sandy with Asphalt Top 1800 Medium Soild with Limerock and Asphalt 2000 Caliche 2500 Medium Dense Soil - Dry 3000 Medium Dense Soil with Asphalt Top 3500 Hard Clay 5500 Hard Clay with Aspalt Top 6000 Soil Anchor Capacity Based on Soil Type 1 Scale: N.T.S. �rnGTop BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses 40 x 130 x 17 L A N Fort Pierce, FL U M A AL Dustin A Joy 4-16-2021 APPROVED RY: Aaron Digitally signed by Nabil Taha DN: E=bill @structure 1.com, CN=Nabil Tana, Nabll Taha OU=President10EO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:11:48-07'00' Soil Anchor Installation Guideline Time to Set Anchor (min) Pull Out Strength (Ibs) <1 0 1-3 0 4-6 600-1100 7-9 1100-1800 10-15 1800-2500 >15 2500-3500 Soil Anchor Capacity Based on Time to Set Anchor w/ 601b Breaker L Scale: N.T.S. NOTES: 221- 58 18" Bi-Beam 10 FT LE LE Time to Set Anchor (min) Pull Out Strength (Ibs) <1 0 1-3 600-1100 4-6 1100-1800 7-9 1800-2500 10-15 2500-3500 >15 >3500 Soil Anchor Capacity Based on Time to Set Anchor w/ 901b Breaker ZRV M. r�r 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. 4GINEERING �)-OA INFORMATION IS' ROPERTY OF BIG TOP JFACTURING INC. XIM9111,24IJtir[91,04 1] IM19061,14 "MLI 171i 5. Foundation must meet the building reaction data shown below. *see notes below UNFACTORED BASE REACTIONS TO CONSIDER AT TYPICAL BASES Load Cases Side A, Joint 1 (1 as per RISA Model) Side A, Joint 2 (2 as per RISA Model) Side B, Joint 3 (3 as per RISA Model) Side B, Joint 4 (4 as per RISA Model) Rx (kip) Ry (kip) Rz (kip) Rx (kip) Ry (kip) Rz (kip) Rx (kip) Ry (kip) Rz (kip) Rx (kip) Ry (kip) Rz (kip) Dead Load, Self Weight DL 0 0.318 -0.067 0 0.169 -0.069 0 0.169 0.069 0 0.318 0.067 Snow Load/ Live Load SL/RLL 0 0.748 -0.224 0 0.273 -0.229 0 0.273 0.229 0 0.748 0.224 Wind Load, Normal to Ridge, Case A WLZ(+GCp) 0 -3.086 1.057 0 -0.994 1.075 0 -1.459 -0.322 0 -2.243 -0.315 Wind Load, Normal to Ridge, Case B WLZ(-GCp) 0 -2.106 1.003 0 -0.372 1.019 0 -0.848 -0.266 0 -1.249 -0.261 *Wind Load, Along the Ridge, Case A WLX(+GCp) *Wind Load, Along the Ridge, Case B WLX(-GCp) Note on reactions: a. All reactions are un-factored loads as per IBC 2018. Reactions should be combined as required by the load combinations from IBC or other applicable code. Typical Reaction at Base for Intermediate Frame Scale: N.T.S. BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 1 Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALM Dustin A Joy 4-16-2021 APPROVED 6Y: Aaron NOTES: 221- 58 18" Bi-Beam 77 FT IL IL R, ►�a�L_ M. r�r PSE Consulting Engineers, Inc. www.structurel.com Klamath Falls Office 250 Main Klamath Falls, Oregon 97603 Phone: (541) 850-6300 Fax:(541) 850-6233 info@structurel.com Digitally sig Nabil Taha DN: E-bil I@structural .com, cWNabil Taha, Nabil Taha CD=Presidant/CEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:11:56-07'00' 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. 4GINEERING -0B ----,1 INFORMATION IS ROPERTY OF BIG TOP JFACTURING INC. E. WIND LOAD SAFETY RESTRICTIONS: 1. The fabric covered metal framing system for this structure must conform to the AIA0611 following 2020 Florida Building Code Section: CH 31- Special Construction, PSE Section - 3105.4 Design, which states the following: Consulting 3105.4.2.1 Engineers, The wind design loads for any fabric or membrane -covered structure designed Inc. www,structurel.com with a quick removal or breakaway membrane or fabric at wind velocities of 75 Klam2h0 alllsnOffice mph, shall be based on the following criteria: Klamath 97603Oregon 1. Minimum wind speed of 10 5 mph. . Phone: (541) 850-6300 P P Fax: (541) 850-6233 2.) Exposure category B, C, or D as defined in Chapter 16. info@structurel.com 2. For this building, the fabric shall be removed from the steel trusses before the 3-second gust wind speed exceeds 110 mph. 3. Naked trusses without the fabric shall be safe for wind speed of 170 mph. Nabil Taha signed by Nabil Taha DIN: E=bill@structure 1.corn, CN=Nabil Tabs, Nabil Taha 0D=President/CEo, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:12:04-07'00' ve _ 2 o Z 1 3 support the structure y others", unless drawings. ,t, M. ]' r on our t is not limited to, *`� '. '••. ers, concrete, :om support steel, etc. CUSTOMER: AI Roof Trusses NOTES: r DR —ND Tr SIZE e �• VGINEERING D �p 40 x 130 x 17 ` " " 22-58 18" Bi-Beam `' �� •1+ S — O D MANUFACTURING Fort Piercer FL U M A AL 1LI,0 FT // • /��•�`` I'f/w • BIG TOP MANUFACTURING INC. Dustin 1 •• •��`` ' �' INFORMATION IS 3255 NORTH US 19 DRANK eY: DATE DRAWN: Joy 4-16-2021 Al A� �� /fit lilt 0 RO P E RT Y OF PERRY, FL 32347 PH: (850) 584 - 7786 "RA L s.8 2a2 --m? BIG TOP JFACTURING INC. INDEX OF DRAWINGS DRAWING NUMBER DRAWING TITLE SI COVER SHEET & DRAWING INDEX S2 FRAME - CLEARANCES S3 FRAME TRUSS SECTION CONNECTION DETAILS S4,S4A FRAME - LATERAL BRACING DETAILS S5 FRAME - ISOMETRIC VIEW S6 FRAME CABLE BRACING PLAN VIEW S7 FRAME - CABLE BRACING ELEVATION VIEW 58 FRAME CABLE BRACING CONNECTION DETAILS 59,59A FRAME ANCHOR FOOTPRINT AND DETAILS SIO FABRIC - FABRIC ATTACHMENT DETAILS BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses ZE 40 x 130 x 17 AN Fort Pierce, FL M A AL Dustin A Joy 4-16-2021 APPROVED RY: Aaron NOTES: 221- 58 18" Bi-Beam 10 FT IL IL om support steel, etc. 4GWEERWG �-I J INFORMATION IS' ROPERTY OF BIG TOP JFACTURING INC. 00 CLEARANCE o TOLERANCE ' CLEARANCE DIMENSIONS N - ARE FROM THE CENTER i - OUTWARD EVERY 3'—011 -1 t --J 37-0 Digitally signed by Nabll Taha DN: E=bill@structure 1.com, — CN=Nabil Taha, bil Taha OU=President/CEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:12:19-07'00' BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 TRUSS CLEARANCES Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALM Dustin APA Joy 4-16-2021 Aaron NOTES: 221- 58 18" Bi-Be(3m 10 FT IL IL Jr _ 2 0 2 1 ) support the structure y others", unless i drawings. M. T 410 on our t is not limited to, R, . ••0 ers, concrete, :om support steel, etc. r0 OV r _ • * • DRAIMNG TYPE: 4GWEERWG •- S-2 %�, INFORMATION IS ROPERTY OF r_ BIG TOP JFACTURING INC. 0 jPLAIN END ANGLE TAB BOTTOM CHORD PLAIN END Tf� 1.9 X 0.090 �16 1/8" TRUSS CHORD IS 1.90" X 0,090 WALL THICKNESS 811 TDaha y signed by NabilZ-BAR CHORD IS 1.66" X 0.085 WALL THICKNESS DN: "WN,lil Ta°ra'.�D"'' TENSILE: 60,000 PSI (ROUND) CN ill@st Taha, Nabil Taha Olde0V(OE0,SECTION A -A O=PSECng virl n_ cc n n n nci mnl Inln1 Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.65.12 /} 10:12:26-07'00• l L a Z M. TRUSS SECTION CONNECTION DETAIL .�*����L• "'r , BiGTop BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A . ADustin LAWN BY: DALE DRAWN: A Joy 4-16-2021 •PROVED BY: Aaron NOTES: 221- 58 18" Bi-Beam 10 FT 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. DRAWING T- 4GWEERWG S-3 J INFORMATION IS ROPERTY OF BIG TOP JFACTURING INC. Digitally signed by Nabil Taha DN: E=bill@structure 1.com, CN=Nabil Taha, Nabll Taha OU=PresidenUCEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:12:34-07'00' MANUIIACFUaINO BliGTop BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 BETWEEN TRUSSES ID90" D i aD x D065" LATERAL BRACING LOCATIONS Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALM Dustin LAWN BY: DALE DRAWN: A Joy 4-19-2021 •PROVED BY: Aaron NOTES: 221- 58 18" Bi-Beam 10 FT LEGENDS ❑ RIDGE POLE (RP) 0 X-BRACES (XB) %���{ifflfoil oil r�r SEE S-4A FOR DETAILS 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. DRAWING T- 4GWEERWG �-4 J INFORMATION IS ROPERTY OF BIG TOP JFACTURING INC. 1/2" X 2" BI-BEAM TRUSS A325 BOLT X-BRACE X-BRACE 1.90 X .065 1.90 X .065 X-BRACE AT TAB 3/8" ANGLE W/ 5/811 HOLES 1/2" X 2" A-325 Bolt 3/8" X 4 1/2" BOLT & NUT 1/2" NUT X-BRACE X-BRACE END VIEW 3/8" X 2" 3/8" X 2" CARRAIGE BOLT & NUT CARRAIGE BOLT & NUT NOTE - ROUND END TOWARD NOTE - ROUND END TOWARD OUTSIDE OF SHELTER OUTSIDE OF SHELTER C\ 1.90 X .065 m END TRUSS INTERIOR TRUSS OUTSIDE CHORD OUTSIDE CHORD Digitally signed by Nabil RIDGE POLE Taha DIN : E=bill@structure 1. com, CN=Nabil Taha, Nabll Taha OU=PresidenUCEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 101241-07' LATERAL BRACING CONNECTION DETAI BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALM Dustin APA Joy 4-16-2021 Aaron NOTES: 221- 58 18" Bi-Beam 10 FT IL IL 3/8" X 2" CARRAIGE BOLT & NUT NOTE - ROUND END TOWARD OUTSIDE OF SHELTER / POLE BRACE BAND OUTSIDE TRUSS TUBE BRACE BAND DETAIL (TYP) (2) 3/8" X 2" CARRAIGE BOLT & NUT NOTE - ROUND END TOWARD / POLE OUTSIDE OF SHELTER 2-WAY BRACE BAND 0 $ INTE POLE TRUSSRTO BE 2-WAY BRACE BAND DETAIL (TYP) (9 _ 2 o Z I ) support the structure Il f ifIi r 1 M. ]' y others", unless ion our drawings. it is not limited to, '. '. ers, concrete, r0 :om support steel, etc. r * DRAIMNG TYPE: 4GWEERWG •• • 4 A i V \ '* J / ..A•��` INFORMATION IS' ROPERTY OF �7��'' BIG TOP JFACTURING INC. BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 CABLE BRACING ISOMETRIC VIEW Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALM Dustin APA Joy 4-16-2021 Aaron NOTES: 221- 58 18" Bi-Beam 77 FT IL IL icture /� — t, M. ]' on our drawings. it is not limited to, -'% 1 . '••. ers, concrete, :om support steel, etc. q%. r * DRA.NG TYPE: 4GWEERWG '* / ..A•��` INFORMATION IS' NA+1,j��` ROPERTY OF 1':2 82'i �7��'' BIG TOP JFACTURING INC. BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 CABLE BRACING PLAN VIEW Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALM Dustin LAWN BY: DALE DRAWN: A Joy 4-19-2021 •PROVED BY: Aaron NOTES: 221- 58 18" Bi-Beam 10 FT IL IL Digitally signed by Nabil Taha DN: E=bill@structure 1. com, cN=Nabil Taha, Nabil Taha 0lJ=Presldent/CE0, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:12:55-07'00' LEGENDS O CW-1 O CW-2 El TB-1 0 TB-2 SEE S-8 FOR DETAILS ►_ a1L_ M. T�� � r r plice � Il' FIRE-S $ Jot 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. DRAWING T- 4GWEERWG -6 J INFORMATION IS ROPERTY OF BIG TOP JFACTURING INC. BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 CABLE BRACING ELEVATION VIEW Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A .SALE' Dustin rAWN BY: DALE DRAWN: A Joy 4-19-2021 •PROVED BY: Aaron NOTES: 221- 58 18" Bi-Beam 10 FT Digitally signed by Nabil Taha DN: E=bill@structure Loom, CN=Nabil Taha, Nabil Taha 0lJ=President10EO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date:2021.05.12 SEE S-8 FOR DETAILS 10:13:02-0T00' LEGENDS O CW-1 O CW-2 TB -I TB-2 J -410- 20 Z1 ►_ a�L_ M. r�r 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. DRAWING T- 4GWEERWG -7 J INFORMATION IS ROPERTY OF BIG TOP JFACTURING INC. Cvv — SHELTER TRUSS VV X-BRACE / \ CABLE WRAP t' So CW-2 TWO CABLE CLAMPS PER CABLE WRAP TB - TWO CABLE CLAMPS SHELTER TRUSS PER CABLE WRAP TURNBUCKLE 2 X2 X2 5/8 X3/8" CORNER ANGLE T 2 PLACES B - 2 IPLACE FOR CABLE BRACING TURNBUCKLE TURNBUCKLE TWO CABLE CLAMPS PER CABLE WRAP CABLE WRAP rDigitally signed by Nabil Taha DN: E=bil I@structure 1. com, CN=Nabil Taha, Nabil Taha DD=PresidenVCEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:13:09-07'00' 0 CVW- 0CW-2 TB- TB-2 WIRE ROPE (CABLE) TURNBUCKLE 7X19 GAC 1/2" X 6" EYE/JAW 1/4 " GAC WILL 2,200LBSo BREAKING STRENGTH CABLE BRACING CONNECTION DETAIL .�*����L• "'r , BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A SALE& Dustin A Joy 4-16-2021 APPROVED 6Y: Aaron NOTES: 221- 58 18" Bi-Beam 77 FT IL IL 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. 4GWEERWG -8 INFORMATION IS' ROPERTY OF BIG TOP JFACTURING INC. 130-17/8 TRUSS OUTSIDE 30-0 BETWEEN TRUSS SEE BLOW UP VIEW A TO OUTSIDE CENTERS 0 w �, OUTER CHORD p V) 8-0 4-0 7/8 I I I 00 I I N END TRUSS INTERMEDIATE BLOW UP VIEW A TRUSS SEE ISOMETRIC VIEW ON S-9A IDigitally signed by Nabil Taha DN: E=bill @structure) .com, CN=Nabil Taha, Nabil Taha OU=President/CEO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Dale: 2021.05.12 10:13:16-07'00' TRUSS FOOTPRINT AND ANCHOR DETA MANUPACrUal BliGTop BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 Al Roof Trusses 40 x 130 x 17 L A N Fort Pierce, FL U M A AL Dustin APA Joy 4-16-2021 Aaron NOTES: 221- 58 18" Bi-Beam 77 FT IL IL o O A -A INNER CHORD LLJ LLJ C� 0 G7 z � O rANCHORS V) G7 EG 12� O ~ VIEW A -A o 0 3 support the structure y others", unless i drawings. , '••. on our it is not limited to, '. . 1 ers, concrete, :om support steel, etc. r _ � • � * • �� DRAIMNG TYPE: 4GWEERWG '* / ..A•��` A�` INFORMATION IS' ROPERTY OF r'':� 82'i �7��'' BIG TOP JFACTURING INC. NOTE. ALL ANGLES & RATCHETS ARE BOLTED USING 3/8 XY BOLTS & NUTS. BE SURE THE THREADS ARE ALL FACING THE INSIDE OF THE SHELTER COVER RATCHET CORNER LOCATED BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 1/2"X 18" CARRIAGE BOLT z 2 X2 X2 5/8 X3/8" CORNER ANGLE ONE PLACE FOR CABLE BRACING TURNBUCKLE TRUSS BASE ISOMETRIC VIEW Al Roof Trusses ZE 40 x 130 x 17 A N Fort Pierce, FL M A AL : Dustin LAWN BY: DALE DRAWN: A Joy 4-19-2021 •PROVED BY: Aaron NOTES: 221- 58 18" Bi-Beam 10 FT IL IL Digitally signed by Nabil Taha DN: E=bill@structure 1.com, T CN=Nabil Taha, NabII I aha O—resident CEO O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:13:24-07'00' 3 X3 X4 x1/4" ANCHOR ANGLE 40" SOIL ANCHOR SLOPE TRUSS FOOT ANCHORS AT 15 DEG BAY ANCHORS VERTICAL -2�z1 ►_ a1L_ M. T�� � r r `ice � Il',�,� FE"(PIRE.S. $ Jo2 3 support the structure y others", unless 1 on our drawings. t is not limited to, ers, concrete, :om support steel, etc. DRAWING T- 4GWEERWG -9A J INFORMATION IS ROPERTY OF BIG TOP JFACTURING INC. 8'' D-BEAM Digitally signed by Nabil Taha DN: E=bil I @structure 1.com, CN=Nabil Taha, Nabil Taha DU=President10EO, O=PSE Consulting Engineers, L=Klamath Falls, S=Oregon, C=US Date: 2021.05.12 10:13:31-07'00' FABRIC COLOR 4000 WHITE WEIGHT 18 OZ ALL- THREAD COVER TENSIONING ALONG SIDE (INSIDE LOOKING OUT) )RD ELTER COVER CARRIAGE BOLT —FABRIC FABRIC WRAP AROUND COVER CABLE OVER RATCHET COVER TENSIONING FRAME END (LOOKING OUTSIDE IN) BIG TOP MANUFACTURING INC. 3255 NORTH US 19 PERRY, FL 32347 PH: (850) 584 - 7786 t- COVER WTENSIONING WELD SEAM TUBE SOCK ATTA TENSIONING NUT \ / / COVER TENSIONING AND WASHER KEY HOLE SLOT IN 2X3 RECTANGLE TUBE COVER ATTACHMENT FABRIC ATTACHMENT DETAILS 15TOMER: Al Roof Trusses NOTES: ZE 40 x 130 x 17 221-58 Fort Pierce, FIL 18" Bi-Beam M A . A10 FT Dustin LAWN BY: DATE DRAWN: A Joy 4-16-2021 " Aaron ve _ 2 o Z 1 3 support the structure �4Il f lf/// � "�r M. ]' y others", unless ion our drawings. it is not limited to, '. '••. ers, concrete, r :om support steel, etc. r _ � • � * • �� DRAWING TYPE: 4GWEERWG •- •• • -10 dW i V \ J INFORMATION IS ROPERTY OF �7��'' BIG TOP JFACTURING INC. Aabok�PSE Consulting Engineers Inc. Table of Contents: Subject: 1- References / Software: 2- Design Criteria: 3- Main Truss Analysis & Design: 250-A Main Street E-Mail: info(c�r�,structurel.com Klamath Falls, OR. 97601 Web: www. structure Lcom Page: 10-19 100-199 1,000-1,999 ph. (541) 850-6300 fax (541) 850-6233 10 References: 1- Literature: 2020 Edition of the Florida Building Code (7th Ed) based on 2018 International Building Code (IBC 2018) 2- Software: (a) RISA-3113 Version 17.0.4 www.risa.com 26632 Towne Centre Drive, Suite 210 Foothill Ranch, CA 92610 250-A Main Street E-Mail: infokstructurel .com ph. (541) 850-6300 Klamath Falls, OR. 97601 Web: www.structure].com fax (541) 850-6233 100 Ado& PSE Con su I tin g Eng in eers Inc. Design Criteria: 1. Wind Ultimate Wind speed: 110 mph (3-sec Gust) Exposure category: C Risk category: II 2. Roof live load 5 psf (Governs) 3. Snow Ground 0 psf 4. Gravity Loads Self weight of truss plus 1 psf for weight of fabric and fixtures. "Other criteria assumed as stated in design calculations. 250-A Main Street E-Mail: info(c�r�,structurel.com ph. (541) 850-6300 Klamath Falls, OR. 97601 Web: www. structure Lcom fax (541) 850-6233 4/ I b/ZVZ I 101 LITHazards by Location HI u Yiazaras Dy Location Search Information Address: 4451 St.Lucie Blvd Fort Pierce, FL Coordinates: 27.482082,-80.36909899999999 Elevation: 22 ft Timestamp: 2021-04-16T20:17:01.869Z Hazard Type: Wind 713 5t L.uda 66d o"10 k ASCE 7-16 ASCE 7-10 MR110-Year 87 MR110-Year 87 MR125-Year 106 oph MR125-Year 106 nph MRI50-Year 118 -nph MRI 100-Year o 130 mph You are in a wind-borne debris region if you are also within 1 mile of the coastal mean high water line. Risk Category I ------ 146 , Risk Category II A 158 mph You are in a wind-borne debris region. Risk Category III ---- A 169 mph If the structure under consideration is a healthcare facility and you are also within 1 mile of the coastal mean high water line, you are in a wind-borne debris region. If other occupancy, use the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris region. Risk Category IV A 180 mph You are in a wind-borne debris region. MRI50-Year 118 nph MRI 100-Year o 130 mph You are in a wind-borne debris region if you are also within 1 mile of the coastal mean high water line. Risk Category 1 146 mph Risk Category II A 158 mph You are in a wind-borne debris region. Risk Category III -IV A 169 mph If the structure under consideration is a healthcare facility and you are also within 1 mile of the coastal mean high water line, you are in a wind-borne debris region. If other occupancy, use the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris region. Airport and Business Park 22 ft If 5t Wle Br+s1 �t5 . w Fort Pierce v North AienitAAV�, i R,Map data ©2021 ASCE 7-05 ASCE 7-05 Wind Speed _ A 139 mph You are in a wind-borne debris region. The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. httnr//h—rrlc nt— innil nrn/1iAA1inr191mt-97 dR9l1R9R.Inn--RO 2RQnQR000QQQQQR.mrlrirccc-ddR1 Qt I i irvc RI-4 Fnrt Pic 0/_Or` FI 9 M 4/r1 b/zuz I AI t, riazaras oy Locanon vist;idin1A2 Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. httnr//ham rrlc nt— i it nr hD`AIinrl91.t-97 dR )fIJq) .Inn Q0 rQnQR000QQQQQR.mrlrlrccc-ddI;1 Qt I i i io PI —I Fnrt Pinrro G/_9(` PI 9/9 4/ 1 b/ZVZ 1 AI u riazaras Dy Location 103 ATCHazards by Location Search Information Airport and Business Park Address: 4451 St.Lucie Blvd Fort Pierce, FL Coordinates: 27.482082,-80.36909899999999 ra L�cic 7 .d 5tLueleBf+s1 Elevation: 22 ft 615 Timestamp: 2021-04-16T20:17:10.855Z Fort Pierce v Hazard Type: Snow [s ...14111rd Ayt hl o rth „ I,, A,v ' 7 R,Map data ©2021 ASCE 7-16 ASCE 7-10 ASCE 7-05 Ground Snow Load ________ 0 Ib/sgft Ground Snow Load ___ 0 Ib/sgft Ground Snow Load _______ 0 Ib/sgft The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. h44nc•//h—Mr f--il—h!i/en—91o4-97 dR90R9R.Inn-_R!1'2RQr1QR000QQQQ(DlRmrlrirecc-ddr.1 Qt I iinin Rhin Fnrh Pinr-01')(` FI 1/1 104 Page 1 of 3 MecaWind v2323 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright © 2018 Calculations Prepared by: Date: Apr 16, 2021 File Location: F:\Engineering Department\2021 Projects\ Big Top 221-58 40xl3Oxl7 Al Roof Trusses 18BB - Fort Pierce, FL\3. Engineering\ 2. Design\7-1 Meca Wind.wnd Basic Wind Parameters Wind Load Standard = ASCE 7-16 Exposure Category = C Wind Design Speed = 110.0 mph Risk Category = II Structure Type = Building Building Type = Enclosed General Wind Settings = ASCE 7-16 Wind Parameters = Incl_LF = Include ASD Load Factor of 0.6 in Pressures = False DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Zg = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht SDB = Simple Diaphragm Building = False MWFRS = Analysis Procedure being used for MWFRS = Ch 27 Pt 1 C&C = Analysis Procedure being used for C&C = None MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 Building Inputs Roof Building Roof Type = Arched Arched = EHt Eave Height = 11.033 ft R Enter Radius of Arch = 36.500 ft W Building Width = 40.000 ft L Building Length = 130.000 ft OH Specify Roof to Wall intersection and Overhang= None OH ALL: None = 0.000 ft Exposure Constants per Table 26.11-1: Alpha: Const from Table 26.11-1= 9.500 Zg: Const from Table 26.11-1= 900.000 ft At: Const from Table 26.11-1= 0.105 Bt: Const from Table 26.11-1= 1.000 Am: Const from Table 26.11-1= 0.154 Bm: Const from Table 26.11-1= 0.650 C: Const from Table 26.11-1= 0.200 Eps: Const from Table 26.11-1= 0.200 Overhang Inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = None Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: h = Mean Roof Height above grade = 14.017 ft Kh = Z < 15 ft [4.572 m]--> (2.01 * (15/zg)^(2/Alpha) {Table 26.10-1)= 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 Zg = Elevation above Sea Level = 0.000 ft Ke = Ground Elevation Factor: Ke = e^-(0.0000362*Zg) {Table 26.9-11 = 1.000 GCPi = Ref Table 26.13-1 for Enclosed Building = +/-0.18 RA = Roof Area = 5502.10 sq ft LF = Load Factor based upon STRENGTH Design = 1.00 qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 22.35 psf qin = For Negative Internal Pressure of Enclosed Building use qh*LF = 22.35 psf qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 22.35 psf Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 15.000 ft Izm = Cc * (33 / Zm) 0.167 = 0.228 Lzm = L * (Zm / 33) Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.924 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.885 Gust Factor Used in Analysis file:///C:/Users/a.das/AppData/Local/Temp/BBVORKGL.htm 4/16/2021 W1 Page 2 of 3 G = Lessor Of G1 Or G2 MWFRS wind Normal to Ridge (Ref Fig 27.3-11 h = Mean Roof Height Of Building RHt - Ridge Height Of Roof B = Horizontal Dimension Of Building Normal To Wind Direction L = Horizontal Dimension Of building Parallel To Wind Direction L/B = Ratio Of L/B used For Cp determination h/L = Ratio Of h/L used For Cp determination RHt = Ridge Height Of Roof r = Rise To Span Ratio (RHt-EHt)/W Elev = Is roof on Elevated Structure (Is EHt>0) Roof CH = Roof Coefficient Center Half Roof LQ = Roof Coefficient Leeward Quarter Roof WQ = Roof Coefficient Windward Quarter = 0.850 = 14.017 ft = 17.000 ft = 130.000 ft = 40.000 ft = 0.308 = 0.350 = 17.000 ft = 0.149 = True _-0.849, -0.849 _ -0.5, -0.5 _ -0.9, -0.9 Cp WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp LW = Leward Wall Coefficient using L/B = -0.50 Cp SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz ft psf ----- ----- ----- ----- 14.02 0.849 1.000 22.35 11.03 0.849 1.000 22.35 GCPi Windward Leeward Press Press psf psf ------------------- 0.18 11.18 -13.52 0.18 11.18 -13.52 Side Total Minimum Press Press Pressure* psf psf psf ------ -------------- -17.32 24.70 16.00 -17.32 24.70 16.00 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- ----- ----- ----- -------------------- ----- -------------- 14.02 0.849 1.000 22.35 -0.18 19.22 -5.48 -9.28 24.70 16.00 11.03 0.849 1.000 22.35 -0.18 19.22 -5.48 -9.28 24.70 16.00 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp SW - qip * +GCPi Windward = qz * G * Cp WW - qip * +GCPi Leeward = qh * G * Cp LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.1.5 no less than 16.00 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 1.0 Roof Var Start End Cp min Cp max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn min* Pp min* Pn max Pp max ft ft psf psf psf psf -------- ----- ---- ------ ------ ----- -------- -------- -------- -------- Roof CH N/A N/A -0.849 -0.849 0.180 -12.11 -20.16 -12.11 -20.16 Roof LQ N/A N/A -0.500 -0.500 0.180 -5.48 -13.52 -5.48 -13.52 Roof WQ N/A N/A -0.900 -0.900 0.180 -13.08 -21.12 -13.08 -21.12 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp -max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS Wind Parallel to Ridge (Ref Fig 27.3-1} h = Mean Roof Height Of Building = 14.017 ft file:///C:/Users/a.das/AppData/Local/Temp/BBVORKGL.htm 4/16/2021 106 Page 3 of 3 RHt = Ridge Height Of Roof = 17.000 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 40.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 130.000 ft L/B = Ratio Of L/B used For Cp determination = 3.250 h/L = Ratio Of h/L used For Cp determination = 0.108 RHt = Ridge Height Of Roof = 17.000 ft r = Rise To Span Ratio (RHt-EHt)/W = 0.149 Elev = Is roof on Elevated Structure (Is EHt>0) = True Roof_1 = Roof Coeff (0 to h) (0.000 ft to 14.017 ft) _ -0.18, -0.9 Roof_2 = Roof Coeff (h to 2h) (14.017 ft to 28.033 ft) _ -0.18, -0.5 Roof-3 = Roof Coeff (>2h) (>28.033 ft) _ -0.18, -0.3 Cp WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp LW = Leward Wall Coefficient using L/B = -0.24 Cp SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- ----- ----- ----- ------------------- ------ -------------- 17.00 0.872 1.000 22.95 0.18 11.58 -8.54 -17.32 20.12 16.00 14.02 0.849 1.000 22.35 0.18 11.18 -8.54 -17.32 19.71 16.00 11.03 0.849 1.000 22.35 0.18 11.18 -8.54 -17.32 19.71 16.00 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf ----- ----- ----- ----- -------------------- ----- -------------- 17.00 0.872 1.000 22.95 -0.18 19.63 -0.49 -9.28 20.12 16.00 14.02 0.849 1.000 22.35 -0.18 19.22 -0.49 -9.28 19.71 16.00 11.03 0.849 1.000 22.35 -0.18 19.22 -0.49 -9.28 19.71 16.00 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp SW - qip * +GCPi Windward = qz * G * Cp WW - qip * +GCPi Leeward = qh * G * Cp-LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.1.5 no less than 16.00 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 1.0 Roof Var Start End Cp min Cp max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn_max Pp -max ft ft psf psf psf psf -------- ------------- ------ ------ ----- -------- -------- -------- -------- Roof 1 0.000 14.017 -0.180 -0.900 0.180 0.60 -7.44 -13.08 -21.12 Roof 2 14.017 28.033 -0.180 -0.500 0.180 0.60 -7.44 -5.48 -13.52 Roof-3 28.033 130.000 -0.180 -0.300 0.180 0.60 -7.44 -1.68 -9.72 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp -max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp min* = qh*G*Cp min - qip*(+GCPi) Pn_min* = qh*G*Cp min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface file:///C:/Users/a.das/AppData/Local/Temp/BBVORKGL.htm 4/16/2021 1000 PSE Consulting Engineers Inc. TRUSS ANALYSIS & DESIGN: Pages 1,000 - 1,999 250-A Main Street E-Mail: info(c�r�,structurel.com ph. (541) 850-6300 Klamath Falls, OR. 97601 Web: www. structure Lcom fax (541) 850-6233 1001 Envelope Only Solution Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK - 15 Apr 16, 2021 at 4:05 PM 40x130x17 Al Roof Trusses.r3d 1002 Envelope Only Solution Big Top Manufacturing A K Das 221-58 ...nne M52 M103A new. 40x130x17 Al Roof Trusses SK - 16 Apr 16, 2021 at 4:05 PM 40x130x17 Al Roof Trusses.r3d 1003 Material Sets TY A500 RIND A500 RECT 0 RNDA500 R ® A 00 RNDA500 p R�S500 0 RNC500 PypO RND °R �� 500 RN RNO RNIS A500 60 500 RN °4' 00 0 00 RN 0 ypo p 00 RND R oo RN ¢ Soo Rly p0 ° �500 R PO o0 5p0 RN S00 RN �2 00 D 0R O P 0 �$ o O0 O P R Q A o o z of o QO I ° Z K ZO Z z Ln O z z z s°� 0 0 Envelope Only Solution Big Top Manufacturing SK - 17 A K Das 40x130x17 Al Roof Trusses Apr 16, 2021 at 4:05 PM 221-58 40x130x17 Al Roof Trusses.r3d 1004 Section Sets Y Chords Z �x Tubers Tubes Envelope Only Solution Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK - 18 Apr 16, 2021 at 4:05 PM 40x130x17 Al Roof Trusses.r3d 1005 Loads: BLC 1, DL Envelope Only Solution Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK - 19 Apr 16, 2021 at 4:05 PM 40x130x17 Al Roof Trusses.r3d 1006 Loads: BLC 2, RLL Envelope Only Solution Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK-20 Apr 16, 2021 at 4:06 PM 40x130x17 Al Roof Trusses.r3d 1007 W ti il Loads: BLC 3, WL+Z Envelope Only Solution Big Top Manufacturing A K Das 221-58 ..4 n70 M52 M103A eea, 40x130x17 Al Roof Trusses SK-21 Apr 16, 2021 at 4:06 PM 40x130x17 Al Roof Trusses.r3d 1008 Loads: BLC 4, WL-Z Envelope Only Solution Big Top Manufacturing A K Das 221-58 ..4 n70 M52 M103A KA=, 40x130x17 Al Roof Trusses SK-22 Apr 16, 2021 at 4:06 PM 40x130x17 Al Roof Trusses.r3d 1009 Code Check Ty ( Env ) p--I No Calc Z • it �I X > 1.0 .90-1.0 .75-.90 .50-.75 0-50 27 .27 .32 .32 .27 .27 28 p4 p3 0 03 pR pS .28 24 06 61 .6 44 .48 p6 25 p pco e .p8 p8 .11 0 0 03 03 .14 .1 y0 3 30 ^o � .0 F .03 .03 p O � .0 P 34 • pis N S� '.0 M p� to 0 J, CIj p� M �p O 0 0 N co N P LO N N Member Code Checks Displayed (Enveloped) Envelope Only Solution Big Top Manufacturing 40x130x17 Al Roof Trusses SK - 23 A K Das Apr 16, 2021 at 4:06 PM 221-58 40x130x17 Al Roof Trusses.r3d 1010 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Hot Rolled Steel Properties I ..k i r- rl...;l f_• ri-n AI. T6....w. imC r,%--.i4..rL/# \1;-IAri,-;l 0.. C. ri-it 134 1 _�.-_. 1 A36 Gr.36 _ i. .... 29000 _ .._. 11154 .._ .3 ... _.... ._...__.._., .65 .... _... .49 ............. 36 1.5 _ .._. 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 Al085 29000 11154 .3 .65 .49 50 1.4 65 1.3 8 A500 RND 29000 11154 .3 .65 .49 55 1.5 60 1.2 9 A500 RECT 29000 11154 .3 .65 .49 50 1.5 55 1.2 Hot Rolled Steel Section Sets Joint Coordinates and Temperatures I nhal X rftl V rftl 7 rftl Tamn rFl rlatarh Frnm ni 1 1 0 0 39.84375 0 2 2 0 0 38.5 0 3 3 0 0 1.34375 0 4 4 0 0 0 0 5 K 0 0 19.921875 0 6 N2 0 4.77032 0 0 7 N3 0 7.765904 0.044632 0 8 N4 0 10.679498 1.070859 0 9 N5 0 15.002882 8.255509 0 10 N6 0 15.991397 11.741794 0 11 N7 0 16.628588 15.309053 0 12 N8 0 16.921875 19.921875 0 13 N9 0 16.628588 24.534698 0 14 N 10 0 15.991392 28.101955 0 15 N 11 0 15.002882 31.588241 0 16 N 12 0 10.679498 38.772892 0 17 N 13 0 7.765904 39.799118 0 18 N 14 0 4.77032 39.84375 0 19 N 19 0 13.125569 32.807801 0 20 N20 0 14.247738 29.490837 0 21 N21 0 15.031571 26.089977 0 22 N22 0 15.473583 22.628047 0 23 N23 0 15.578125 19.921875 0 24 N24 0 15.473583 17.215704 0 25 N25 0 15.031571 13.753774 0 26 N26 0 14.247738 10.352913 0 27 N27 0 13.125569 7.035949 0 28 N35 0 6.308007 1.34375 0 29 N37 0 8.850743 1.766401 0 30 N38 0 9.284371 0.39444 0 31 N39 0 10.897995 2.950275 0 32 N40 0 11.919226 2.071358 0 33 N41 0 12.122814 4.740554 0 34 N42 0 13.3342 4.158998 0 35 N43 0 6.302976 38.5 0 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 6 1011 Company Big Top Manufacturing Designer A K Das Job Number 221-58 Model Name 40x130x17 Al Roof Trusses Apr 16, 2021 4:06 PM Checked By: PSE Joint Coordinates and Temperatures (Continued) I ahol X rftl V rftl 7 rftl Tcmn rFl net-h Frnm ni 36 N45 0 8.850743 38.077349 0 37 N46 0 9.284371 39.449311 0 38 N47 0 10.897995 36.893476 0 39 N48 0 11.919226 37.772392 0 40 N49 0 12.122814 35.103196 0 41 N50 0 13.3342 35.684752 0 42 N52A 0 16.35999 26.318326 0 43 N53A 0 16.35999 13.525423 0 44 N54A 0 16.815231 22.628047 0 45 N54B 0 7.576859 38.338675 0 46 N55A 0 16.815231 17.215704 0 47 N55B 0 9.874369 37.535412 0 48 N56 0 9.874369 2.308338 0 49 N57 0 7.579375 1.505075 0 50 N52 0 3.25083 38.5 0 51 N53 0 3.25083 1.34375 0 52 N54 0 1.74917 39.84375 0 53 N55 0 1.74917 0 0 Member Primary Data I ahal I .Inint .1 .Inint K .Inint Rntat,-IHPnl gPrtinn/RhanP Tvnm nasinn 1 ist Matarini nacinn Ri dac 1 M41 4 N55 K Chords Beam Pi a A500 RND T ical 2 M42 N2 N3 K Chords Beam Pipe A500 RND Typical 3 M44 N3 N38 K Chords Beam Pipe A500 RND Typical 4 M45 N38 N4 K Chords Beam Pipe A500 RND Typical 5 M46 N4 N40 K Chords Beam Pi e A500 RND Typical 6 M47 N40 N42 K Chords Beam Pipe A500 RND Typical 7 M49 N5 N6 K Chords Beam Pipe A500 RND T ical 8 M50 N6 N53A K Chords Beam Pipe A500 RND Typical 9 M51 N7 N55A K Chords Beam Pipe A500 RND Typical 10 M52 N8 N54A K Chords Beam Pipe A500 RND Typical 11 M53 N9 N52A K Chords Beam Pipe A500 RND Typical 12 M54 N10 N11 K Chords Beam Pie A500 RND Typical 13 M55 N11 N50 K Chords Beam Pipe A500 RND Typical 14 M56 N50 N48 K Chords Beam Pipe A500 RND Typical 15 M57 N48 N12 K Chords Beam Pipe A500 RND Typical 16 M58 N12 N46 K Chords Beam Pipe A500 RND Typical 17 M59 N46 N13 K Chords Beam Pipe A500 RND Typical 18 M62 N14 N54 K Chords Beam Pipe A500 RND Typical 19 M65 2 N52 K Chords Beam Pipe A500 RND Typical 20 M70 N47 N49 K Chords Beam Pipe A500 RND Typical 21 M71 N49 N19 K Chords Beam Pipe A500 RND Typical 22 M72 N19 N20 K Chords Beam Pie A500 RND Typical 23 M73 N20 N21 K Chords Beam Pipe A500 RND Typical 24 M74 N21 N22 K Chords Beam Pipe A500 RND Typical 25 M75 N22 N23 K Chords Beam Pipe A500 RND Typical 26 M76 N23 N24 K Chords Beam Pie A500 RND Typical 27 M77 N24 N25 K Chords Beam Pipe A500 RND Typical 28 M78 N25 N26 K Chords Beam Pipe A500 RND Typical 29 M79 N26 N27 K Chords Beam Pipe A500 RND Typical 30 M80 N27 N41 K Chords Beam Pipe A500 RND Typical 31 M81 N41 N39 K Chords Beam Pipe A500 RND Typical 32 M86 N35 N53 K Chords Beam Pipe A500 RND Typical 33 M94A N39 N56 K Chords Beam Pipe A500 RND T ical 34 M95A N37 N57 K Chords Beam Pi a A500 RIND Typical RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 7 1012 Company Big Top Manufacturing Apr 16, 2021 IIRI 2 Designer K hPM Job Number 21-58 58 Checked By: PSE A NEUE-,5S.tiE4 G]++ N.-- Model Name 40x130x17 Al Roof Trusses Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(dea) Section/Shape Tvoe Desian List Material Desian Rules 35 M96A N43 N54B K Chords Beam Pi a A500 RND T ical 36 M97A N45 N55B K Chords Beam Pipe A500 RND Typical 37 M98A N52A N10 K Chords Beam Pipe A500 RND Typical 38 M99A N53A N7 K Chords Beam Pipe A500 RND Typical 39 M102A N54A N9 K Chords Beam Pipe A500 RND Typical 40 M103A N55A N8 K Chords Beam Pie A500 RND Typical 41 M98B N54B N45 K Chords Beam Pipe A500 RND Typical 42 M99B N55B N47 K Chords Beam Pipe A500 RND Typical 43 M100A N56 N37 K Chords Beam Pipe A500 RND Typical 44 M101A N57 N35 K Chords Beam Pipe A500 RND Typical 45 M90 N13 N14 K Chords Beam Pipe A500 RND Typical 46 M96B N42 N5 K Chords Beam Pipe A500 RND Typical 47 M94 N52 N43 K Chords Beam Pipe A500 RND Typical 48 M95B N53 3 K Chords Beam Pipe A500 RND Typical 49 M96C N54 1 K Chords Beam Pipe A500 RND Typical 50 M97B N55 N2 K Chords Beam Pie A500 RND Typical 51 M88 3 4 K Tubes Beam Tube A500 RECT Typical 52 M89 2 1 K Tubes Beam Tube A500 RECT Typical 53 M3 N8 N23 K Z-Bars Beam Pipe A500 RND Typical 54 M8 N53 N2 K Z-Bars Beam Pipe A500 RND Typical 55 M9 N2 N35 K Z-Bars Beam Pipe A500 RND Typical 56 M10 N35 N3 K Z-Bars Beam Pipe A500 RND Typical 57 M11 N3 N37 K Z-Bars Beam Pipe A500 RND Typical 58 M12 N37 N4 K Z-Bars Beam Pipe A500 RND Typical 59 M13 N4 N39 K Z-Bars Beam Pipe A500 RND T ical 60 M14 N39 N42 K Z-Bars Beam Pipe A500 RND Typical 61 M15 N42 N27 K Z-Bars Beam Pipe A500 RND Typical 62 M16 N27 N5 K Z-Bars Beam Pipe A500 RND Typical 63 M17 N5 N26 K Z-Bars Beam Pipe A500 RND Typical 64 M18 N26 N6 K Z-Bars Beam Pipe A500 RND Typical 65 M19 N6 N25 K Z-Bars Beam Pipe A500 RND Typical 66 M20 N25 N7 K Z-Bars Beam Pipe A500 RND Typical 67 M21 N7 N24 K Z-Bars Beam Pipe A500 RND Typical 68 M22 N24 N8 K Z-Bars Beam Pipe A500 RND Typical 69 M23 N8 N22 K Z-Bars Beam Pipe A500 RND Typical 70 M24 N22 N9 K Z-Bars Beam Pipe A500 RND Typical 71 M25 N9 N21 K Z-Bars Beam Pipe A500 RND Typical 72 M26 N21 N10 K Z-Bars Beam Pipe A500 RND Typical 73 M27 N10 N20 K Z-Bars Beam Pipe A500 RND Typical 74 M28 N20 N11 K Z-Bars Beam Pipe A500 RND Typical 75 M29 N11 N19 K Z-Bars Beam Pipe A500 RND Typical 76 M30 N19 N50 K Z-Bars Beam Pipe A500 RND Typical 77 M31 N50 N47 K Z-Bars Beam Pipe A500 RND Typical 78 M32 N47 N12 K Z-Bars Beam Pipe A500 RND Typical 79 M33 N12 N45 K Z-Bars Beam Pipe A500 RND T ical 80 M34 N45 N13 K Z-Bars Beam Pipe A500 RND Typical 81 M35 N13 N43 K Z-Bars Beam Pipe A500 RND Typical 82 M36 N43 N14 K Z-Bars Beam Pipe A500 RND Typical 83 M37 N14 N52 K Z-Bars Beam Pipe A500 RND Typical 84 M91 N37 N38 K Z-Bars Beam Pipe A500 RND Typical 85 M92 N39 N40 K Z-Bars Beam Pipe A500 RND Typical 86 M93 N41 N42 K Z-Bars Beam Pipe A500 RND Typical 87 M95 N45 N46 K Z-Bars Beam Pipe A500 RND Typical 88 M96 N47 N48 K Z-Bars Beam Pipe A500 RND Typical 89 M97 N49 N50 K Z-Bars Beam Pipe A500 RND Typical 90 M102B N54B N13 K Z-Bars Beam Pipe A500 RND Typical 91 M103B N55B N12 K Z-Bars Beam Pii3e A500 RND T ical RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 8 1013 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Member Primary Data (Continued) I ahol I Inint I Inint 1< Inint Rntatolrianl Cartinn/Chant Tvne n-inn 1 ict Unt-ini n-inn Ridac 92 M104A N56 N4 K Z-Bars Beam Pipe A500 RND Typical 93 M105A N57 N3 K Z-Bars Beam Pipe A500 RND Typical 94 M98 N52 N54 K Z-Bars Beam Pipe A500 RND Typical 95 M99 N54 2 K Z-Bars Beam Pipe A500 RND Typical 96 M100 N53 N55 K Z-Bars Beam PiDe A500 RND Typical 97 M101 N55 3 K Z-Bars Beam Pii3e A500 RND Typical Hot Rolled Steel Design Parameters � ..w`.i QL....... 1 .......aL.rAl i �.....r�ai i �.-.-.rai i .. .. a.... i .. .. i.... i a.......... v..., v» n�. r......a:.... 1 M41 Chords 1.749 9.5 9.5 9.5 9.5 .7 .7 Lateral 2 M42 Chords 2.996 9.5 9.5 9.5 9.5 .7 .7 Lateral 3 M44 Chords 1.558 9.5 9.5 9.5 9.5 .7 .7 Lateral 4 M45 Chords 1.55 9.5 9.5 9.5 9.5 .7 .7 Lateral 5 M46 Chords 1.593 7 7 7 7 .7 .7 Lateral 6 M47 Chords 2.522 7 7 7 7 .7 .7 Lateral 7 M49 Chords 3.624 7.2 7.2 7.2 7.2 .7 .7 Lateral 8 M50 Chords 1.821 7.2 7.2 7.2 7.2 .7 .7 Lateral 9 M51 Chords 1.916 5.3 5.3 5.3 5.3 .7 .7 Lateral 10 M52 Chords 2.708 5.3 5.3 5.3 5.3 .7 .7 Lateral 11 M53 Chords 1.804 7.2 7.2 7.2 7.2 .7 .7 Lateral 12 M54 Chords 3.624 7.2 7.2 7.2 7.2 .7 .7 Lateral 13 M55 Chords 4.423 7 7 7 7 .7 .7 Lateral 14 M56 Chords 2.522 7 7 7 7 .7 .7 Lateral 15 M57 Chords 1.593 7 7 7 7 .7 .7 Lateral 16 M58 Chords 1.55 9.5 9.5 9.5 9.5 .7 .7 Lateral 17 M59 Chords 1.558 9.5 9.5 9.5 9.5 .7 .7 Lateral 18 M62 Chords 3.021 9.5 9.5 9.5 9.5 .7 .7 Lateral 19 M65 Chords 3.251 9.5 9.5 9.5 9.5 .7 .7 Lateral 20 M70 Chords 2.169 7 7 7 7 .7 .7 Lateral 21 M71 Chords 2.505 7 7 7 7 .7 .7 Lateral 22 M72 Chords 3.502 7.2 7.2 7.2 7.2 .7 .7 Lateral 23 M73 Chords 3.49 7.2 7.2 7.2 7.2 .7 .7 Lateral 24 M74 Chords 3.49 10.6 10.6 10.6 10.6 .7 .7 Lateral 25 M75 Chords 2.708 10.6 10.6 10.6 10.6 .7 .7 Lateral 26 M76 Chords 2.708 10.6 10.6 10.6 10.6 .7 .7 Lateral 27 M77 Chords 3.49 10.6 10.6 10.6 10.6 .7 .7 Lateral 28 M78 Chords 3.49 7.2 7.2 7.2 7.2 .7 .7 Lateral 29 M79 Chords 3.502 7.2 7.2 7.2 7.2 .7 .7 Lateral 30 M80 Chords 2.505 7 7 7 7 .7 .7 Lateral 31 M81 Chords 2.169 7 7 7 7 .7 .7 Lateral 32 M86 Chords 3.057 9.5 9.5 9.5 9.5 .7 .7 Lateral 33 M94A Chords 1.208 7 7 7 7 .7 .7 Lateral 34 M95A Chords 1.298 9.5 9.5 9.5 9.5 .7 .7 Lateral 35 M96A Chords 1.284 9.5 9.5 9.5 9.5 .7 .7 Lateral 36 M97A Chords 1.158 7 7 7 7 .7 .7 Lateral 37 M98A Chords 1.821 7.2 7.2 7.2 7.2 .7 .7 Lateral 38 M99A Chords 1.804 7.2 7.2 7.2 7.2 .7 .7 Lateral 39 M102A Chords 1.916 5.3 5.3 5.3 5.3 .7 .7 Lateral 40 M103A Chords 2.708 5.3 5.3 5.3 5.3 .7 .7 Lateral 41 M98B Chords 1.3 9.5 9.5 9.5 9.5 .7 .7 Lateral 42 M99B Chords 1.208 7 7 7 7 .7 .7 Lateral 43 M100A Chords 1.158 7 7 7 7 .7 .7 Lateral 44 M101A Chords 1.282 9.5 9.5 9.5 9.5 .7 .7 Lateral 45 M90 Chords 2.996 9.5 9.5 9.5 9.5 .7 .7 Lateral 46 M96B Chords 4.423 7 7 7 7 .7 .7 Lateral RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 9 1014 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Hot Rolled Steel Design Parameters (Continued) 47 M94 Chords 3.052 9.5 9.5 9.5 9.5 .7 .7 Lateral 48 M95B Chords 3.251 9.5 9.5 9.5 9.5 .7 .7 Lateral 49 M96C Chords 1.749 9.5 9.5 9.5 9.5 .7 .7 Lateral 50 M97B Chords 3.021 9.5 9.5 9.5 9.5 .7 .7 Lateral 51 M88 Tubes 1.344 .7 .7 Lateral 52 M89 Tubes 1.344 .7 .7 Lateral 53 M3 Z-Bars 1.344 .7 .7 Lateral 54 M8 Z-Bars 2.028 .7 .7 Lateral 55 M9 Z-Bars 2.042 .7 .7 Lateral 56 M10 Z-Bars 1.953 .7 .7 Lateral 57 M11 Z-Bars 2.035 .7 .7 Lateral 58 M12 Z-Bars 1.957 .7 .7 Lateral 59 M13 Z-Bars 1.892 .7 .7 Lateral 60 M14 Z-Bars 2.72 .7 .7 Lateral 61 M15 Z-Bars 2.885 .7 .7 Lateral 62 M16 Z-Bars 2.239 .7 .7 Lateral 63 M17 Z-Bars 2.229 .7 .7 Lateral 64 M18 Z-Bars 2.229 .7 .7 Lateral 65 M19 Z-Bars 2.229 .7 .7 Lateral 66 M20 Z-Bars 2.229 .7 .7 Lateral 67 M21 Z-Bars 2.229 .7 .7 Lateral 68 M22 Z-Bars 3.069 .7 .7 Lateral 69 M23 Z-Bars 3.069 .7 .7 Lateral 70 M24 Z-Bars 2.229 .7 .7 Lateral 71 M25 Z-Bars 2.229 .7 .7 Lateral 72 M26 Z-Bars 2.229 .7 .7 Lateral 73 M27 Z-Bars 2.229 .7 .7 Lateral 74 M28 Z-Bars 2.229 .7 .7 Lateral 75 M29 Z-Bars 2.239 .7 .7 Lateral 76 M30 Z-Bars 2.885 .7 .7 Lateral 77 M31 Z-Bars 2.72 .7 .7 Lateral 78 M32 Z-Bars 1.892 .7 .7 Lateral 79 M33 Z-Bars 1.957 .7 .7 Lateral 80 M34 Z-Bars 2.035 .7 .7 Lateral 81 M35 Z-Bars 1.956 .7 .7 Lateral 82 M36 Z-Bars 2.038 .7 .7 Lateral 83 M37 Z-Bars 2.028 .7 .7 Lateral 84 M91 Z-Bars 1.439 .7 .7 Lateral 85 M92 Z-Bars 1.347 .7 .7 Lateral 86 M93 Z-Bars 1.344 .7 .7 Lateral 87 M95 Z-Bars 1.439 .7 .7 Lateral 88 M96 Z-Bars 1.347 .7 .7 Lateral 89 M97 Z-Bars 1.344 .7 .7 Lateral 90 M102B Z-Bars 1.473 .7 .7 Lateral 91 M103B Z-Bars 1.476 .7 .7 Lateral 92 M104A Z-Bars 1.476 .7 .7 Lateral 93 M105A Z-Bars 1.472 .7 .7 Lateral 94 M98 Z-Bars 2.015 .7 .7 Lateral 95 M99 Z-Bars 2.206 .7 .7 Lateral 96 M100 Z-Bars 2.015 .7 .7 Lateral 97 M101 Z-Bars 2.206 .7 .7 Lateral RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 10 1015 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Joint Boundary Conditions 1 Joint Label 1 1 X k/in Y k/in Z [k/inl X Rot. k-ft/rad Y Rot. k-ft/rad Z Rot. k-ft/rad 1 Reaction S25 S25 Reaction Reaction 2 2 Reaction S25 S25 Reaction Reaction 3 3 Reaction S25 S25 Reaction Reaction 4 4 Reaction S25 S25 Reaction Reaction Basic Load Cases BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P 1 DL DL -1 26 2 RLL RLL 16 3 W L+Z W L+Z 26 4 W L-Z W L-Z 26 Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k"s^2/ft... No Data to Print ... Member Distributed Loads BLC I: DO Member Label Direction Start Macinituderk/ft.... End Maanituderk/ft.F.... Start Locationrft.%l End Locationrft,%l 1 M58 Y -.01 -.01 0 0 2 M57 Y -.01 -.01 0 0 3 M56 Y -.01 -.01 0 0 4 M55 Y -.01 -.01 0 0 5 M54 Y -.01 -.01 0 0 6 M53 Y -.01 -.01 0 0 7 M52 Y -.01 -.01 0 0 8 M51 Y -.01 -.01 0 0 9 M50 Y -.01 -.01 0 0 10 M49 Y -.01 -.01 0 0 11 M47 Y -.01 -.01 0 0 12 M46 Y -.01 -.01 0 0 13 M45 Y -.01 -.01 0 0 14 M62 Y -.01 -.01 0 0 15 M59 Y -.01 -.01 0 0 16 M44 Y -.01 -.01 0 0 17 M42 Y -.01 -.01 0 0 18 M41 Y -.01 -.01 0 0 19 M98A Y -.01 -.01 0 0 20 M99A Y -.01 -.01 0 0 21 M 102A Y -.01 -.01 0 0 22 M 103A Y -.01 -.01 0 0 23 M90 Y -.01 -.01 0 0 24 M96B Y -.01 -.01 0 0 25 M96C Y -.01 -.01 0 0 26 M97B Y -.01 -.01 0 0 Member Distributed Loads (BLC 2: RLL) 1 Member Label M57 Direction Start Ma nitude k/ft ... End Ma nitude k/ft F ... Start Location ft % End Location ft Y -.05 -.05 0 0 2 M56 Y -.05 -.05 0 0 3 M55 Y -.05 -.05 0 0 4 M46 Y ANIL -.05 -.05 0 0 5 M47 Y -.05 -.05 0 0 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 11 1016 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Member Distributed Loads (BLC 2: RLL) (Continued) Member Label Direction Start Maanituderk/ft.... End Maanitudefk/ft.F.... Start Locationfft.%l End Locationrft.%l 6 M96B Y -.05 -.05 0 0 7 M54 Y -.05 -.05 0 0 8 M98A Y -.05 -.05 0 0 9 M53 Y -.05 -.05 0 0 10 M 102A Y -.05 -.05 0 0 11 M52 Y -.05 -.05 0 0 12 M 103A Y -.05 -.05 0 0 13 M51 Y -.05 -.05 0 0 14 M99A Y -.05 -.05 0 0 15 M50 Y -.05 -.05 0 0 16 M49 Y -.05 -.05 0 0 Member Distributed Loads (BLC 3: WL+Z) 1 Member Label M62 Direction Start Ma nitude k/ft ... End Ma nitude k/ft F ... Start LocationLft.%l End Location ft v .112 .112 0 0 2 M90 Y .112 .112 0 I = 0 3 M41 v -.135 -.135 0 0 4 M42 Y -.135 -.135 0 0 5 M44 v -.135 -.135 0 0 6 M45 Y -.135 -.135 0 0 7 M46 v -.135 -.135 0 0 8 M47 Y -.135 -.135 0 0 9 M55 v -.202 -.202 0 0 10 M54 Y -.202 -.202 0 0 11 M98A v -.202 -.202 0 0 12 M53 Y -.202 -.202 0 0 13 M 102A v -.202 -.202 0 0 14 M52 Y -.202 -.202 0 0 15 M 103A v -.202 -.202 0 0 16 M51 Y -.202 -.202 0 0 17 M99A v -.202 -.202 0 0 18 M50 Y -.202 -.202 0 0 19 M49 v -.202 -.202 0 0 20 M96B Y -.202 -.202 0 0 21 M59 v -.211 -.211 0 0 22 M58 Y -.211 -.211 0 0 23 M57 v -.211 -.211 0 0 24 M56 Y -.211 -.211 0 0 25 M96C v .112 .112 0 0 26 M97B v -.135 -.135 0 0 Member Distributed Loads (BLC 4: WL-Z) Member Label Direction Start Ma nitude k/ft ... End Ma nitude k/ft F ... Start Location ft % End Location ft 1 M62 Y .192 .192 0 0 2 M90 Y .192 .192 0 0 3 M41 v -.055 -.055 0 0 4 M42 Y -.055 -.055 0 0 5 M44 v -.055 -.055 0 0 6 M45 Y -.055 -.055 0 0 7 M46 v -.055 -.055 0 0 8 M47 Y -.055 -.055 0 0 9 M55 v -.121 -.121 0 0 10 M54 Y -.121 -.121 0 0 11 M98A v -.121 -.121 0 0 12 M53 Y -.121 -.121 0 0 13 M 102A v -.121 -.121 0 0 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 12 1017 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40xl30xl7 Al Roof Trusses Member Distributed Loads (BLC 4: WL-Z) (Continued) KAamhar I ahal ni-firm Cfnrt I\Annnifi vtark/ft Fnri Hnnnifi mark/ft F Rtnrt 1 nnntinnrft 0/1 Fnrl 1 nnnfinnrft 0/1 14 M52 Y -.121 -.121 0 0 15 M 103A v -.121 -.121 0 0 16 M51 Y -.121 -.121 0 0 17 M99A v -.121 -.121 0 0 18 M50 Y -.121 -.121 0 0 19 M49 v -.121 -.121 0 0 20 M96B Y -.121 -.121 0 0 21 M59 v -.131 -.131 0 0 22 M58 Y -.131 -.131 0 0 23 M57 v -.131 -.131 0 0 24 M56 Y -.131 -.131 0 0 25 M96C v .192 .192 0 0 26 M97B v -.055 -.055 0 0 Load Combinations flacr•rin+inn Qnl Pr)ml+a QR RI r Far+ RI r Gar+ RI (` Gar+ RI r Gar•+ RI r Gar•+ RI r Gar•+ RI r Gar+ RI C Gar•+ RI r Gar+ RI r Gar•+ Envelope Member Section Forces Mamhar Ran Avialrkl I (t v Rhaarrkl 1 C 7 Rhmnrrkl 1 C Tnmiiark- I (t v-v Mnma I C 7_7 KAnma I C 1 M41 1 max 1.034 3 .045 6 0 12 0 12 0 12 .023 3 2 min -1.14 8 .006 1 0 1 0 1 0 1 -.007 8 3 2 max 1.029 3 .021 3 0 12 0 12 0 12 .014 3 4 min -1.143 8 -.002 12 0 1 0 1 0 1 -.016 8 5 3 max 1.024 3 .021 3 0 12 0 12 0 12 .004 3 6 min -1.147 8 -.031 8 0 1 0 1 0 1 -.01 8 7 4 max 1.019 3 .021 3 0 12 0 12 0 12 .011 8 8 min -1.15 8 -.066 8 0 1 0 1 0 1 -.005 3 9 5 max 1.014 3 .021 3 0 12 0 12 0 12 .048 8 10 min -1.153 8 -.102 8 0 1 0 1 0 1 -.014 3 11 M42 1 max 1.448 8 .121 5 0 12 0 12 0 12 .069 8 12 min -1.79 3 0 1 0 1 0 1 0 1 -.007 3 13 2 max 1.443 8 .061 5 0 12 0 12 0 12 .002 12 14 min -1.799 3 0 1 0 1 0 1 0 1 -.009 3 15 3 max 1.438 8 .003 3 0 12 0 12 0 12 -.002 2 16 min -1.808 3 0 12 0 1 0 1 0 1 -.024 6 17 4 max 1.433 8 .003 3 0 12 0 12 0 12 .003 12 18 min -1.817 3 -.061 8 0 1 0 1 0 1 -.013 3 19 5 max 1.427 8 .003 3 0 12 0 12 0 12 .069 8 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 13 1018 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC 20 min -1.826 3 -.122 8 0 1 0 1 0 1 -.015 3 21 M44 1 max 2.346 8 .075 8 0 12 0 12 0 12 .041 8 22 min -2.321 3 -.004 3 0 1 0 1 0 1 -.012 3 23 2 max 2.343 8 .044 8 0 12 0 12 0 12 .018 8 24 min -2.326 3 -.003 3 0 1 0 1 0 1 -.011 3 25 3 max 2.34 8 .013 8 0 12 0 12 0 12 .007 8 26 min -2.33 3 -.002 3 0 1 0 1 0 1 -.01 3 27 4 max 2.338 8 0 2 0 12 0 12 0 12 .008 8 28 min -2.335 3 -.018 8 0 1 0 1 0 1 -.009 3 29 5 max 2.335 8 .002 2 0 12 0 12 0 12 .021 8 30 min -2.339 3 -.049 8 0 1 0 1 0 1 -.009 3 31 M45 1 max 2.361 8 .047 8 0 12 0 12 0 12 .017 8 32 min -2.359 3 -.002 1 0 1 0 1 0 1 -.007 3 33 2 max 2.358 8 .017 8 0 12 0 12 0 12 .005 8 34 min -2.363 3 0 1 0 1 0 1 0 1 -.009 3 35 3 max 2.356 8 .007 3 0 12 0 12 0 12 .004 12 36 min -2.368 3 -.013 8 0 1 0 1 0 1 -.011 3 37 4 max 2.353 8 .009 3 0 12 0 12 0 12 .015 8 38 min -2.372 3 -.044 8 0 1 0 1 0 1 -.014 3 39 5 max 2.351 8 .011 3 0 12 0 12 0 12 .038 8 40 min -2.376 3 -.074 8 0 1 0 1 0 1 -.018 3 41 M46 1 max 2.582 8 .064 8 0 12 0 12 0 12 .035 8 42 min -2.283 3 -.03 3 0 1 0 1 0 1 -.021 3 43 2 max 2.579 8 .034 8 0 12 0 12 0 12 .015 8 44 min -2.302 3 -.015 3 0 1 0 1 0 1 -.012 3 45 3 max 2.577 8 .004 12 0 12 0 12 0 12 .008 8 46 min -2.321 3 0 1 0 1 0 1 0 1 -.009 3 47 4 max 2.575 8 .016 3 0 12 0 12 0 12 .013 8 48 min -2.34 3 -.027 8 0 1 0 1 0 1 -.013 3 49 5 max 2.573 8 .032 3 0 12 0 12 0 12 .03 8 50 min -2.359 3 -.058 8 0 1 0 1 0 1 -.022 3 51 M47 1 max 2.536 8 .075 8 0 12 0 12 0 12 .038 8 52 min -2.323 3 -.057 3 0 1 0 1 0 1 -.033 3 53 2 max 2.534 8 .027 8 0 12 0 12 0 12 .006 12 54 min -2.345 3 -.025 3 0 1 0 1 0 1 -.007 3 55 3 max 2.531 8 .007 3 0 12 0 12 0 12 .007 12 56 min -2.367 3 -.02 8 0 1 0 1 0 1 -.001 3 57 4 max 2.529 8 .039 3 0 12 0 12 0 12 .031 8 58 min -2.389 3 -.068 8 0 1 0 1 0 1 -.016 3 59 5 max 2.526 8 .072 3 0 12 0 12 0 12 .089 8 60 min -2.411 3 -.115 8 0 1 0 1 0 1 -.051 3 61 M49 1 max 1.118 3 .224 8 0 12 0 12 0 12 .149 8 62 min -2.08 8 -.117 3 0 1 0 1 0 1 -.078 3 63 2 max 1.103 3 .121 8 0 12 0 12 0 12 .004 3 64 min -2.082 8 -.063 3 0 1 0 1 0 1 -.007 8 65 3 max 1.088 3 .017 8 0 12 0 12 0 12 .037 3 66 min -2.083 8 -.01 3 0 1 0 1 0 1 -.069 8 67 4 max 1.072 3 .044 3 0 12 0 12 0 12 .022 3 68 min -2.085 8 -.086 8 0 1 0 1 0 1 -.038 8 69 5 max 1.057 3 .098 3 0 12 0 12 0 12 .087 8 70 min -2.087 8 -.19 8 0 1 0 1 0 1 -.043 3 71 M50 1 max 2.069 3 .125 8 0 12 0 12 0 12 .053 8 72 min -3.298 8 -.061 3 0 1 0 1 0 1 -.023 3 73 2 max 2063. 3 .073 8 0 12 0 12 0 12 .009 5 74 min -3.298 8 -.034 3 0 1 0 1 0 1 -.002 3 75 3 max 2.058 3 .021 5 0 12 0 12 0 12 .007 3 76 1 min -3.299 1 8 1 -.006 1 3 1 0 1 1 1 0 1 1 1 0 1 1 1 -.013 8 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 14 1019 Company Big Top Manufacturing Apr 16, 2021 IIRI 2 Designer hPM Job Number 21-58 58 Checked By: PSE r} NEUETEG-U Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z Shearfkl LC Torauefk-... LC v-v Mome... LC z-z Mome... LC 77 4 max 2.052 3 .021 3 0 12 0 12 0 12 .004 3 78 min -3.299 8 -.031 8 0 1 0 1 0 1 -.011 5 79 5 max 2.046 3 .049 3 0 12 0 12 0 12 .015 8 80 min -3.3 8 -.083 8 0 1 0 1 0 1 -.012 3 81 M51 1 max 2.639 3 .111 8 0 12 0 12 0 12 .031 5 82 min -3.996 8 -.049 3 0 1 0 1 0 1 -.002 3 83 2 max 2.636 3 .057 5 0 12 0 12 0 12 .014 3 84 min -3.996 8 -.019 3 0 1 0 1 0 1 -.011 8 85 3 max 2.633 3 .011 6 0 12 0 12 0 12 .016 3 86 min -3.996 8 -.003 12 0 1 0 1 0 1 -.025 8 87 4 maxi 2.63 3 .04 3 0 12 0 12 0 12 .004 3 88 min -3.997 8 -.052 8 0 1 0 1 0 1 -.014 5 89 5 max 2.627 3 .069 3 0 12 0 12 0 12 .025 8 90 min -3.997 8 -.107 8 0 1 0 1 0 1 -.022 3 91 M52 1 max 2.621 3 .175 8 0 12 0 12 0 12 .08 8 92 min -3.9 8 -.086 3 0 1 0 1 0 1 -.028 3 93 2 maxi 2.622 3 .098 8 0 12 0 12 0 12 .016 3 94 min -3.9 8 -.044 3 0 1 0 1 0 1 -.013 8 95 3 max 2.624 3 .022 5 0 12 0 12 0 12 .032 3 96 min -3.9 8 -.002 3 0 1 0 1 0 1 -.054 8 97 4 max 2.626 3 .039 3 0 12 0 12 0 12 .019 3 98 min -3.9 8 -.056 8 0 1 0 1 0 1 -.042 8 99 5 maxi 2.627 3 .081 3 0 12 0 12 0 12 .022 8 100 min -3.9 8 -.133 8 0 1 0 1 0 1 -.022 3 101 M53 1 max 2.03 3 .113 8 0 12 0 12 0 12 .029 5 102 min -3.082 8 -.049 3 0 1 0 1 0 1 0 3 103 2 max 2.034 3 .061 8 0 12 0 12 0 12 .015 3 104 min -3.082 8 -.021 3 0 1 0 1 0 1 -.011 8 105 3 maxi 2.038 3 .012 6 0 12 0 12 0 12 .018 3 106 min -3.081 8 .004 1 0 1 0 1 0 1 -.027 8 107 4 max 2.042 3 .034 3 0 12 0 12 0 12 .009 3 108 min -3.081 8 -.042 8 0 1 0 1 0 1 -.02 8 109 5 max 2.046 3 .061 3 0 12 0 12 0 12 .01 8 110 min -3.08 8 -.093 8 0 1 0 1 0 1 -.012 3 111 M54 1 maxi 1.057 3 .19 8 0 12 0 12 0 12 .09 8 112 min -1.741 8 -.098 3 0 1 0 1 0 1 -.043 3 113 2 max 1.072 3 .087 8 0 12 0 12 0 12 .022 3 114 min -1.739 8 -.044 3 0 1 0 1 0 1 -.036 8 115 3 max 1.088 3 .01 3 0 12 0 12 0 12 .037 3 116 min -1.737 8 -.017 8 0 1 0 1 0 1 -.067 8 117 4 maxi 1.103 3 .063 3 0 12 0 12 0 12 .004 3 118 min -1.735 8 -.12 8 0 1 0 1 0 1 -.005 8 119 5 max 1.118 3 .117 3 0 12 0 12 0 12 .15 8 120 min -1.734 8 -.223 8 0 1 0 1 0 1 -.078 3 121 M55 1 max .309 12 .248 8 0 12 0 12 0 12 .172 8 122 min -.37 3 -.123 3 0 1 0 1 0 1 -.085 3 123 2 max .312 12 .121 8 0 12 0 12 0 12 .016 3 124 min -.344 3 -.06 3 0 1 0 1 0 1 -.032 8 125 3 max .315 12 .004 3 0 12 0 12 0 12 .047 3 126 min -.318 3 -.006 8 0 1 0 1 0 1 -.096 8 127 4 max .318 12 .067 3 0 12 0 12 0 12 .008 3 128 min -.293 3 -.132 8 0 1 0 1 0 1 -.02 8 129 5 max .321 12 .13 3 0 12 0 12 0 12 .196 8 130 min -.267 3 -.259 8 0 1 0 1 0 1 -.101 3 131 M56 1 max 3.208 8 .171 8 0 12 0 12 0 12 .11 8 132 min -2.411 3 -.072 3 0 06 1 0 1 0 1 -.051 3 133 1 2 max 3.21 1 8 1 .095 1 8 1 0 1 12 1 0 1 12 1 0 1 12 1 .027 1 8 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\l. Trusses\40xl 30xl 7 Al Roof Trusses.r3d] Page 15 1020 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE NEYET=L-Et Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC 1341 min -2.389 3 -.039 3 0 1 0 1 0 1 -.016 3 135 3 max 3.213 8 .019 8 0 12 0 12 0 12 0 2 136 min -2.367 3 -.007 3 0 1 0 1 0 1 -.009 5 137 4 max 3.215 8 .025 3 0 12 0 12 0 12 .003 12 138 min -2.345 3 -.058 8 0 1 0 1 0 1 -.007 3 139 5 max 3.218 8 .057 3 0 12 0 12 0 12 .064 8 140 min -2.324 3 -.134 8 0 1 0 1 0 1 -.033 3 141 M57 1 max 3.271 8 .098 8 0 12 0 12 0 12 .048 8 142 min -2.359 3 -.032 3 0 1 0 1 0 1 -.022 3 143 2 max 3.274 8 .05 8 0 12 0 12 0 12 .018 8 144 min -2.34 3 -.016 3 0 1 0 1 0 1 -.013 3 145 3 max 3.276 8 0 5 0 12 0 12 0 12 .008 8 146 min -2.321 3 0 3 0 1 0 1 0 1 -.009 3 147 4 max 3.278 8 .015 3 0 12 0 12 0 12 .017 8 1481 min -2.302 3 -.048 8 0 1 0 1 0 1 -.012 3 149 5 max 3.28 8 .03 3 0 12 0 12 0 12 .046 8 150 min -2.283 3 -.097 8 0 1 0 1 0 1 -.021 3 151 M58 1 max 3.331 8 .103 8 0 12 0 12 0 12 .047 8 152 min -2.376 3 -.011 3 0 1 0 1 0 1 -.018 3 153 2 max 3.333 8 .055 8 0 12 0 12 0 12 .016 8 154 min -2.372 3 -.009 3 0 1 0 1 0 1 -.014 3 155 3 max 3.336 8 .007 8 0 12 0 12 0 12 .004 12 156 min -2.368 3 -.007 3 0 1 0 1 0 1 -.011 3 157 4 max 3.338 8 0 2 0 12 0 12 0 12 .011 8 158 min -2.363 3 -.041 8 0 1 0 1 0 1 -.009 3 159 5 max 3.341 8 .002 2 0 12 0 12 0 12 .036 8 160 min -2.359 3 -.089 8 0 1 0 1 0 1 -.007 3 161 M59 1 max 3.308 8 .107 8 0 12 0 12 0 12 .04 8 162 min -2.339 3 -.002 1 0 1 0 1 0 1 -.009 3 163 2 max 3.311 8 .058 8 0 12 0 12 0 12 .008 8 164 min -2.335 3 0 1 0 1 0 1 0 1 -.009 3 165 3 max 3.313 8 .016 9 0 12 0 12 0 12 -.002 2 166 min -2.33 3 0 1 0 1 0 1 0 1 -.012 10 167 4 max 3.316 8 .003 3 0 12 0 12 0 12 0 8 168 min -2.326 3 -.039 8 0 1 0 1 0 1 -.013 10 169 5 max 3.319 8 .004 3 0 12 0 12 0 12 .025 8 170 min -2.321 3 -.088 8 0 1 0 1 0 1 -.012 3 171 M62 1 max 1.111 12 0 2 0 12 0 12 0 12 -.002 2 172 min -.422 3 -.179 9 0 1 0 1 0 1 -.082 9 173 2 max 1.116 12 0 2 0 12 0 12 0 12 .021 12 174 min -.413 3 -.092 9 0 1 0 1 0 1 -.008 3 175 3 max 1.121 12 0 2 0 12 0 12 0 12 .058 12 176 min -.404 3 -.005 9 0 1 0 1 0 1 -.006 3 177 4 max 1.127 12 .082 12 0 12 0 12 0 12 .029 12 178 min -.396 3 -.002 3 0 1 0 1 0 1 -.005 3 179 5 max 1.132 12 .169 12 0 12 0 12 0 12 0 2 180 min -.387 3 -.002 3 0 1 0 1 0 1 -.067 9 181 M65 1 max 1.196 3 .006 3 0 12 0 12 0 12 .01 3 182 min -1.965 8 -.013 8 0 1 0 1 0 1 -.02 8 183 2 max 1.194 3 .006 3 0 12 0 12 0 12 .005 3 184 min -1.966 8 -.013 8 0 1 0 1 0 1 -.01 8 185 3 max 1.193 3 .006 3 0 12 0 12 0 12 .001 12 186 min -1.966 8 -.013 8 0 1 0 1 0 1 0 3 187 4 maxi 191 3 .006 3 0 12 0 12 0 12 .011 8 188 min -1.967 8 -.013 8 0 1 0 1 0 1 -.005 3 189 5 max 1.19 3 .006 3 0 12 0 12 0 12 .021 8 1901 min -1.968 1 8 1 -.013 1 8 1 0 1 1 1 0 1 1 1 0 1 1 1 -.01-1-3-1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 16 1021 Company Big Top Manufacturing Designer A K Das Job Number 221-58 Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Forces (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec Axialfkl LC v Shearrkl LC z Shearfkl LC Torauefk-... LC v-v Mome... LC z-z Mome... LC 191 M70 1 max 2.424 3 .016 8 0 12 0 12 0 12 .038 8 192 min -3.884 8 -.015 3 0 1 0 1 0 1 -.029 3 193 2 max 2.423 3 .016 8 0 12 0 12 0 12 .029 8 194 min -3.884 8 -.014 3 0 1 0 1 0 1 -.021 3 195 3 max 2.423 3 .017 8 0 12 0 12 0 12 .02 8 196 min -3.884 8 -.013 3 0 1 0 1 0 1 -.013 3 197 4 max 2.422 3 .017 8 0 12 0 12 0 12 .011 8 198 min -3.885 8 -.013 3 0 1 0 1 0 1 -.006 3 199 5 max 2.422 3 .018 8 0 12 0 12 0 12 .001 6 200 min -3.885 8 -.012 3 0 1 0 1 0 1 -.001 9 201 M71 1 maxi 2.344 3 .022 8 0 12 0 12 0 12 .041 8 202 min -3.764 8 -.016 3 0 1 0 1 0 1 -.027 3 203 2 max 2.343 3 .022 8 0 12 0 12 0 12 .027 8 204 min -3.765 8 -.015 3 0 1 0 1 0 1 -.017 3 205 3 max 2.343 3 .023 8 0 12 0 12 0 12 .013 8 206 min -3.765 8 -.014 3 0 1 0 1 0 1 -.008 3 207 4 maxi 2.342 3 .023 8 0 12 0 12 0 12 .001 3 208 min -3.765 8 -.013 3 0 1 0 1 0 1 -.001 8 209 5 max 2.342 3 .024 8 0 12 0 12 0 12 .009 3 210 min -3.765 8 -.012 3 0 1 0 1 0 1 -.016 8 211 M72 1 max .285 3 -.002 12 0 12 0 12 0 12 0 3 212 min -.928 8 -.004 5 0 1 0 1 0 1 -.005 5 213 2 max .284 3 -.001 12 0 12 0 12 0 12 .002 3 214 min -.928 8 -.002 5 0 1 0 1 0 1 -.003 8 215 3 max .284 3 0 2 0 12 0 12 0 12 .003 3 216 min -.929 8 0 5 0 1 0 1 0 1 -.002 8 217 4 max .283 3 .001 2 0 12 0 12 0 12 .002 3 218 min -.929 8 0 8 0 1 0 1 0 1 -.001 8 219 5 max .283 3 .003 2 0 12 0 12 0 12 0 3 220 min -.929 8 .001 8 0 1 0 1 0 1 -.002 5 221 M73 1 max .649 8 -.001 8 0 12 0 12 0 12 .003 3 222 min -.915 3 -.004 3 0 1 0 1 0 1 -.008 5 223 2 max .649 8 0 8 0 12 0 12 0 12 .005 3 224 min -.916 3 -.002 3 0 1 0 1 0 1 -.007 8 225 3 max .649 8 0 8 0 12 0 12 0 12 .007 3 226 min -.916 3 0 3 0 1 0 1 0 1 -.007 8 227 4 max .648 8 .002 5 0 12 0 12 0 12 .007 3 228 min -.916 3 0 3 0 1 0 1 0 1 -.008 8 229 5 max .648 8 .004 5 0 12 0 12 0 12 .006 3 230 min -.917 3 .002 3 0 1 0 1 0 1 -.01 5 231 M74 1 maxi 1.692 8 0 8 0 12 0 12 0 12 .006 3 232 min -1.705 3 -.004 3 0 1 0 1 0 1 -.011 8 233 2 max 1.692 8 0 8 0 12 0 12 0 12 .009 3 234 min -1.706 3 -.002 3 0 1 0 1 0 1 -.011 8 235 3 max 1.692 8 .002 8 0 12 0 12 0 12 .011 3 236 min -1.706 3 0 3 0 1 0 1 0 1 -.012 8 237 4 maxi 1.692 8 .003 5 0 12 0 12 0 12 .011 3 238 min -1.706 3 0 3 0 1 0 1 0 1 -.014 8 239 5 max 1.692 8 .005 5 0 12 0 12 0 12 .01 3 240 min -1.706 3 .002 3 0 1 0 1 0 1 -.017 8 241 M75 1 max 2.345 8 -.002 3 0 12 0 12 0 12 .011 3 242 min -2.174 3 -.006 5 0 1 0 1 0 1 -.019 8 243 2 maxi 2.345 8 0 3 0 12 0 12 0 12 .012 3 244 min -2.174 3 -.004 5 0 1 0 1 0 1 -.016 8 245 3 max 2.345 8 0 3 0 12 0 12 0 12 .011 3 246 min -2.174 3 -.003 8 0 06 1 0 1 0 1 -.013 8 247 1 4 max 2.345 1 8 1 .002 1 3 1 0 1 12 1 0 1 12 1 0 1 12 1 .011 1 3 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 17 1022 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC 2481 min -2.174 3 -.003 8 0 1 0 1 0 1 -.011 8 249 5 max 2.345 8 .003 3 0 12 0 12 0 12 .009 3 250 min -2.174 3 -.002 8 0 1 0 1 0 1 -.01 8 251 M76 1 max 2.346 8 .002 8 0 12 0 12 0 12 .009 3 252 min -2.174 3 -.003 3 0 1 0 1 0 1 -.009 8 253 2 max 2.346 8 .003 8 0 12 0 12 0 12 .011 3 254 min -2.174 3 -.002 3 0 1 0 1 0 1 -.011 8 255 3 max 2.346 8 .004 8 0 12 0 12 0 12 .011 3 256 min -2.174 3 0 3 0 1 0 1 0 1 -.013 8 257 4 max 2.346 8 .005 5 0 12 0 12 0 12 .012 3 258 min -2.174 3 0 3 0 1 0 1 0 1 -.016 8 259 5 max 2.346 8 .006 5 0 12 0 12 0 12 .011 3 260 min -2.174 3 .002 3 0 1 0 1 0 1 -.02 8 261 M77 1 max 1.844 8 -.002 3 0 12 0 12 0 12 .01 3 262 min -1.706 3 -.005 5 0 1 0 1 0 1 -.018 8 263 2 max 1.844 8 0 3 0 12 0 12 0 12 .011 3 264 min -1.706 3 -.003 5 0 1 0 1 0 1 -.015 8 265 3 max 1.844 8 0 3 0 12 0 12 0 12 .011 3 266 min -1.706 3 -.002 8 0 1 0 1 0 1 -.013 8 267 4 max 1.844 8 .002 3 0 12 0 12 0 12 .009 3 268 min -1.706 3 0 8 0 1 0 1 0 1 -.012 8 269 5 max 1.844 8 .004 3 0 12 0 12 0 12 .006 3 270 min -1.705 3 0 8 0 1 0 1 0 1 -.012 8 271 M78 1 max .923 8 -.002 12 0 12 0 12 0 12 .006 3 272 min -.917 3 -.003 5 0 1 0 1 0 1 -.01 5 273 2 max .924 8 0 3 0 12 0 12 0 12 .007 3 274 min -.917 3 -.002 5 0 1 0 1 0 1 -.009 8 275 3 max .924 8 0 3 0 12 0 12 0 12 .007 3 276 min -.916 3 0 8 0 1 0 1 0 1 -.008 8 277 4 max .924 8 .002 3 0 12 0 12 0 12 .005 3 278 min -.916 3 0 8 0 1 0 1 0 1 -.009 8 279 5 max .924 8 .004 3 0 12 0 12 0 12 .003 3 280 min -.915 3 .002 8 0 1 0 1 0 1 -.01 5 281 M79 1 max .283 3 0 8 0 12 0 12 0 12 0 3 282 min -.532 8 -.003 1 0 1 0 1 0 1 -.004 5 283 2 max .283 3 0 8 0 12 0 12 0 12 .002 3 284 min -.531 8 -.001 1 0 1 0 1 0 1 -.003 8 285 3 max .284 3 0 5 0 12 0 12 0 12 .003 3 286 min -.531 8 0 1 0 1 0 1 0 1 -.003 8 287 4 max .284 3 .002 5 0 12 0 12 0 12 .002 3 288 min -.531 8 .001 12 0 1 0 1 0 1 -.004 8 289 5 max .285 3 .004 5 0 12 0 12 0 12 0 3 290 min -.531 8 .002 12 0 1 0 1 0 1 -.007 5 291 M80 1 max 2.342 3 .012 3 0 12 0 12 0 12 .009 3 292 min -3.215 8 -.025 8 0 1 0 1 0 1 -.019 8 293 2 max 2.342 3 .013 3 0 12 0 12 0 12 .001 3 294 min -3.214 8 -.024 8 0 1 0 1 0 1 -.004 8 295 3 max 2.343 3 .014 3 0 12 0 12 0 12 .011 8 296 min -3.214 8 -.024 8 0 1 0 1 0 1 -.008 3 297 4 max 2.343 3 .015 3 0 12 0 12 0 12 .026 8 298 min -3.214 8 -.023 8 0 1 0 1 0 1 -.017 3 299 5 max 2.344 3 .016 3 0 12 0 12 0 12 .04 8 300 min -3.214 8 -.022 8 0 1 0 1 0 1 -.027 3 301 M81 1 max 2.422 3 .012 3 0 12 0 12 0 12 0 3 302 min -3.333 8 -.016 8 0 1 0 1 0 1 -.003 9 303 2 max 2.422 3 .013 3 0 12 0 12 0 12 .008 8 304 1 min -3.332 1 8 1 -.016 1 8 1 0 1 1 1 0 1 1 1 0 1 1 1 -.006L 3 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 18 1023 Company Big Top Manufacturing Apr 16, 2021 IIRI 2 Designer hPM Job Number 21-58 58 Checked By: PSE r} NEUETEG-U Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z Shearfkl LC Torauefk-... LC v-v Mome... LC z-z Mome... LC 3051 3 max 2.423 3 .013 3 0 12 0 12 0 12 .016 8 306 min -3.332 8 -.015 8 0 1 0 1 0 1 -.013 3 307 4 max 2.423 3 .014 3 0 12 0 12 0 12 .025 8 308 min -3.332 8 -.015 8 0 1 0 1 0 1 -.021 3 309 5 max 2.424 3 .015 3 0 12 0 12 0 12 .032 8 310 min -3.331 8 -.014 8 0 1 0 1 0 1 -.029 3 311 M86 1 max 2.509 3 .004 8 0 12 0 12 0 12 .013 8 312 min -2.472 8 -.004 3 0 1 0 1 0 1 -.014 3 313 2 max 2.511 3 .004 8 0 12 0 12 0 12 .01 8 314 min -2.471 8 -.004 3 0 1 0 1 0 1 -.011 3 315 3 maxi 2.512 3 .004 8 0 12 0 12 0 12 .007 8 316 min -2.47 8 -.004 3 0 1 0 1 0 1 -.008 3 317 4 max 2.513 3 .004 8 0 12 0 12 0 12 .003 8 3181 min -2.469 8 -.004 3 0 1 0 1 0 1 -.005 3 319 5 max 2.515 3 .004 8 0 12 0 12 0 12 0 12 320 min -2.468 8 -.004 3 0 1 0 1 0 1 -.002 3 321 M94A 1 max 3.636 3 .003 8 0 12 0 12 0 12 .021 8 322 min -4.567 8 -.004 3 0 1 0 1 0 1 -.018 3 323 2 max 3.636 3 .003 8 0 12 0 12 0 12 .02 8 324 min -4.566 8 -.004 3 0 1 0 1 0 1 -.017 3 325 3 max 3.637 3 .004 8 0 12 0 12 0 12 .019 8 326 min -4.566 8 -.004 3 0 1 0 1 0 1 -.016 3 327 4 maxi 3.637 3 .004 8 0 12 0 12 0 12 .018 8 328 min -4.566 8 -.004 3 0 1 0 1 0 1 -.015 3 329 5 max 3.638 3 .004 8 0 12 0 12 0 12 .017 8 330 min -4.565 8 -.003 3 0 1 0 1 0 1 -.014 3 331 M95A 1 max 3.448 3 .006 5 0 12 0 12 0 12 .018 8 332 min -3.872 8 0 3 0 1 0 1 0 1 -.014 3 333 2 maxi 3.449 3 .006 5 0 12 0 12 0 12 .016 8 334 min -3.872 8 0 3 0 1 0 1 0 1 -.014 3 335 3 max 3.449 3 .006 5 0 12 0 12 0 12 .015 8 336 min -3.872 8 0 3 0 1 0 1 0 1 -.014 3 337 4 max 3.45 3 .006 5 0 12 0 12 0 12 .013 8 338 min -3.871 8 0 3 0 1 0 1 0 1 -.014 3 339 5 maxi 3.45 3 .006 5 0 12 0 12 0 12 .011 8 340 min -3.871 8 0 3 0 1 0 1 0 1 -.014 3 341 M96A 1 max 3.439 3 .008 10 0 12 0 12 0 12 .019 12 342 min -5.278 8 -.003 8 0 1 0 1 0 1 -.009 3 343 2 max 3.438 3 .008 10 0 12 0 12 0 12 .019 8 344 min -5.278 8 -.003 8 0 1 0 1 0 1 -.011 3 345 3 maxi 3.437 3 .008 10 0 12 0 12 0 12 .02 8 346 min -5.278 8 -.003 8 0 1 0 1 0 1 -.013 3 347 4 max 3.437 3 .009 10 0 12 0 12 0 12 .021 8 348 min -5.279 8 -.003 8 0 1 0 1 0 1 -.015 3 349 5 max 3.436 3 .009 10 0 12 0 12 0 12 .022 8 350 min -5.279 8 -.003 8 0 1 0 1 0 1 -.017 3 351 M97A 1 maxi 3.656 3 .003 12 0 12 0 12 0 12 .018 8 352 min -5.443 8 -.004 5 0 1 0 1 0 1 -.014 3 353 2 max 3.655 3 .004 12 0 12 0 12 0 12 .019 8 354 min -5.443 8 -.003 5 0 1 0 1 0 1 -.014 3 355 3 max 3.655 3 .004 12 0 12 0 12 0 12 .019 8 356 min -5.443 8 -.003 5 0 1 0 1 0 1 -.014 3 357 4 maxi 3.654 3 .004 12 0 12 0 12 0 12 .02 8 358 min -5.444 8 -.003 5 0 1 0 1 0 1 -.014 3 359 5 max 3.654 3 .004 9 0 12 0 12 0 12 .021 8 360 min -5.444 8 -.003 8 0 1 0 1 0 1 -.014 3 361 1 M98A 1 max 2.046 1 3 1 .077 1 8 1 0 1 12 1 0 1 12 1 0 1 12 1 .01 1 8 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 19 1024 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE NEYET=L-Et Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC 3621 min -3.081 8 -.049 3 0 1 0 1 0 1 -.012 3 363 2 max 2.052 3 .025 8 0 12 0 12 0 12 .004 3 364 min -3.081 8 -.021 3 0 1 0 1 0 1 -.013 5 365 3 max 2.058 3 .006 3 0 12 0 12 0 12 .007 3 366 min -3.08 8 -.027 5 0 1 0 1 0 1 -.013 8 367 4 max 2.063 3 .034 3 0 12 0 12 0 12 .011 5 368 min -3.079 8 -.079 8 0 1 0 1 0 1 -.002 3 369 5 max 2.069 3 .061 3 0 12 0 12 0 12 .059 8 370 min -3.079 8 -.131 8 0 1 0 1 0 1 -.023 3 371 M99A 1 max 2.046 3 .099 8 0 12 0 12 0 12 .015 8 372 min -3.299 8 -.061 3 0 1 0 1 0 1 -.012 3 373 2 max 2.042 3 .048 8 0 12 0 12 0 12 .009 3 374 min -3.299 8 -.034 3 0 1 0 1 0 1 -.018 8 375 3 max 2.038 3 .002 12 0 12 0 12 0 12 .018 3 3761 min -3.3 8 -.007 6 0 1 0 1 0 1 -.028 8 377 4 max 2.034 3 .021 3 0 12 0 12 0 12 .015 3 378 min -3.3 8 -.055 8 0 1 0 1 0 1 -.014 8 379 5 max 2.03 3 .049 3 0 12 0 12 0 12 .023 5 380 min -3.301 8 -.107 8 0 1 0 1 0 1 0 3 381 M102A 1 max 2.627 3 .103 8 0 12 0 12 0 12 .022 8 382 min -3.901 8 -.069 3 0 1 0 1 0 1 -.022 3 383 2 max 2.63 3 .048 8 0 12 0 12 0 12 .004 3 384 min -3.901 8 -.04 3 0 1 0 1 0 1 -.014 5 385 3 max 2.633 3 -.001 12 0 12 0 12 0 12 .016 3 386 min -3.9 8 -.014 6 0 1 0 1 0 1 -.024 8 387 4 max 2.636 3 .019 3 0 12 0 12 0 12 .014 3 388 min -3.9 8 -.062 5 0 1 0 1 0 1 -.008 8 389 5 max 2.639 3 .049 3 0 12 0 12 0 12 .036 5 390 min -3.9 8 -.116 8 0 1 0 1 0 1 -.002 3 391 M103A 1 max 2.627 3 .134 8 0 12 0 12 0 12 .025 8 392 min -3.996 8 -.081 3 0 1 0 1 0 1 -.022 3 393 2 max 2.626 3 .057 8 0 12 0 12 0 12 .019 3 394 min -3.996 8 -.039 3 0 1 0 1 0 1 -.04 8 395 3 max 2.624 3 .002 3 0 12 0 12 0 12 .032 3 396 min -3.996 8 -.021 5 0 1 0 1 0 1 -.053 8 397 4 max 2.622 3 .044 3 0 12 0 12 0 12 .016 3 398 min -3.997 8 -.097 8 0 1 0 1 0 1 -.013 8 399 5 max 2.621 3 .086 3 0 12 0 12 0 12 .079 8 400 min -3.997 8 -.174 8 0 1 0 1 0 1 -.028 3 401 M98B 1 max 3.449 3 .011 12 0 12 0 12 0 12 .026 8 402 min -5.281 8 0 1 0 1 0 1 0 1 -.014 3 403 2 max 3.449 3 .011 12 0 12 0 12 0 12 .023 8 404 min -5.281 8 0 1 0 1 0 1 0 1 -.014 3 405 3 max 3.448 3 .011 12 0 12 0 12 0 12 .02 8 406 min -5.281 8 0 1 0 1 0 1 0 1 -.014 3 407 4 max 3.448 3 .011 12 0 12 0 12 0 12 .018 8 408 min -5.282 8 0 1 0 1 0 1 0 1 -.014 3 409 5 max 3.447 3 .011 12 0 12 0 12 0 12 .015 8 410 min -5.282 8 0 1 0 1 0 1 0 1 -.014 3 411 M99B 1 max 3.638 3 .003 3 0 12 0 12 0 12 .019 8 412 min -5.426 8 -.005 8 0 1 0 1 0 1 -.014 3 413 2 max 3.637 3 .004 3 0 12 0 12 0 12 .021 8 414 min -5.426 8 -.005 8 0 1 0 1 0 1 -.015 3 415 3 max 3.637 3 .004 3 0 12 0 12 0 12 .022 8 416 min -5.426 8 -.005 8 0 1 0 1 0 1 -.016 3 417 4 max 3.636 3 .004 3 0 12 0 12 0 12 .024 8 418 1 min -5.426 1 8 1 -.005 1 8 1 0 1 1 1 0 1 1 1 0 1 1 1 -.017L 3 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 20 1025 Company Big Top Manufacturing Apr 16, 2021 IIRI 2 Designer hPM Job Number 21-58 58 Checked By: PSE r} NEUETEG-U Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z Shearfkl LC Torauefk-... LC v-v Mome... LC z-z Mome... LC 4191 5 max 3.636 3 .004 3 0 12 0 12 0 12 .025 8 420 min -5.427 8 -.004 8 0 1 0 1 0 1 -.018 3 421 M100A 1 max 3.654 3 .011 8 0 12 0 12 0 12 .022 8 422 min -4.576 8 0 3 0 1 0 1 0 1 -.014 3 423 2 max 3.654 3 .011 5 0 12 0 12 0 12 .019 8 424 min -4.576 8 0 3 0 1 0 1 0 1 -.014 3 425 3 max 3.655 3 .012 5 0 12 0 12 0 12 .015 8 426 min -4.576 8 0 3 0 1 0 1 0 1 -.014 3 427 4 max 3.655 3 .012 5 0 12 0 12 0 12 .012 8 428 min -4.575 8 0 3 0 1 0 1 0 1 -.014 3 429 5 max 3.656 3 .012 5 0 12 0 12 0 12 .009 8 430 min -4.575 8 0 3 0 1 0 1 0 1 -.014 3 431 M 101 A 1 max 3.437 3 .016 8 0 12 0 12 0 12 .023 8 432 min -3.841 8 -.006 3 0 1 0 1 0 1 -.017 3 433 2 max 3.438 3 .016 8 0 12 0 12 0 12 .018 8 434 min -3.84 8 -.006 3 0 1 0 1 0 1 -.015 3 435 3 max 3.438 3 .016 8 0 12 0 12 0 12 .013 8 436 min -3.84 8 -.006 3 0 1 0 1 0 1 -.013 3 437 4 max 3.439 3 .016 8 0 12 0 12 0 12 .008 8 438 min -3.84 8 -.006 3 0 1 0 1 0 1 -.011 3 439 5 max 3.439 3 .016 8 0 12 0 12 0 12 .003 12 440 min -3.839 8 -.006 3 0 1 0 1 0 1 -.009 3 441 M90 1 max 2.855 8 -.001 2 0 12 0 12 0 12 -.004 2 442 min -1.823 3 -.164 9 0 1 0 1 0 1 -.056 9 443 2 max 2.861 8 0 2 0 12 0 12 0 12 .036 12 444 min -1.815 3 -.078 9 0 1 0 1 0 1 -.013 3 445 3 max 2.866 8 .009 12 0 12 0 12 0 12 .061 12 446 min -1.806 3 -.003 3 0 1 0 1 0 1 -.011 3 447 4 max 2.871 8 .096 12 0 12 0 12 0 12 .022 12 448 min -1.797 3 -.003 3 0 1 0 1 0 1 -.009 3 449 5 max 2.876 8 .182 12 0 12 0 12 0 12 -.002 2 450 min -1.788 3 -.002 3 0 1 0 1 0 1 -.083 9 451 M96B 1 max -.066 2 .257 8 0 12 0 12 0 12 .19 8 452 min -.317 6 -.13 3 0 1 0 1 0 1 -.101 3 453 2 max -.071 2 .131 8 0 12 0 12 0 12 .008 3 454 min -.337 6 -.067 3 0 1 0 1 0 1 -.024 8 455 3 max -.076 2 .004 8 0 12 0 12 0 12 .047 3 456 min -.358 6 -.004 3 0 1 0 1 0 1 -.099 8 457 4 max -.081 2 .06 3 0 12 0 12 0 12 .016 3 458 min -.378 6 -.123 8 0 1 0 1 0 1 -.033 8 459 5 max -.085 2 .123 3 0 12 0 12 0 12 .172 8 460 min -.399 6 -.249 8 0 1 0 1 0 1 -.085 3 461 M94 1 max 2.515 3 .004 3 0 12 0 12 0 12 .005 12 462 min -4.163 8 -.006 8 0 1 0 1 0 1 -.002 3 463 2 max 2.513 3 .004 3 0 12 0 12 0 12 .009 8 464 min -4.164 8 -.006 8 0 1 0 1 0 1 -.005 3 465 3 max 2.512 3 .004 3 0 12 0 12 0 12 .014 8 466 min -4.165 8 -.006 8 0 1 0 1 0 1 -.008 3 467 4 maxi 2.511 3 .004 3 0 12 0 12 0 12 .018 8 468 min -4.166 8 -.006 8 0 1 0 1 0 1 -.011 3 469 5 max 2.509 3 .004 3 0 12 0 12 0 12 .023 8 470 min -4.167 8 -.006 8 0 1 0 1 0 1 -.014 3 471 M95B 1 max 1.19 3 .004 8 0 12 0 12 0 12 .005 8 472 min -1.217 8 -.006 3 0 1 0 1 0 1 -.01 3 473 2 maxi 191 3 .004 8 0 12 0 12 0 12 .003 8 474 min -1.216 8 -.006 3 0 06 1 0 1 0 1 -.005 3 475 1 3 maxI 1.193 1 3 1 .004 1 8 1 0 1 12 1 0 1 12 1 0 1 12 1 0 1 12 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 21 1026 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC 4761 min -1.215 8 -.006 3 0 1 0 1 0 1 0 5 477 4 max 1.194 3 .004 8 0 12 0 12 0 12 .005 3 478 min -1.214 8 -.006 3 0 1 0 1 0 1 -.003 8 479 5 max 1.196 3 .004 8 0 12 0 12 0 12 .01 3 480 min -1.213 8 -.006 3 0 1 0 1 0 1 -.006 8 481 M96C 1 max 1.014 3 -.006 2 0 12 0 12 0 12 -.004 2 482 min -1.626 8 -.092 9 0 1 0 1 0 1 -.033 10 483 2 max 1.019 3 -.004 8 0 12 0 12 0 12 .003 8 484 min -1.623 8 -.044 10 0 1 0 1 0 1 -.005 10 485 3 max 1.024 3 .026 8 0 12 0 12 0 12 .006 10 486 min -1.62 8 -.021 3 0 1 0 1 0 1 -.002 8 487 4 max 1.029 3 .061 12 0 12 0 12 0 12 .014 3 488 min -1.617 8 -.021 3 0 1 0 1 0 1 -.02 8 489 5 max 1.034 3 .112 12 0 12 0 12 0 12 .023 3 4901 min -1.614 8 -.021 3 0 1 0 1 0 1 -.05 8 491 M97B 1 max .131 12 .117 5 0 12 0 12 0 12 .055 8 492 min -.387 3 0 1 0 1 0 1 0 1 -.004 3 493 2 max .126 12 .056 5 0 12 0 12 0 12 -.001 2 494 min -.396 3 0 1 0 1 0 1 0 1 -.011 6 495 3 max .12 12 1 .002 3 1 0 12 1 0 12 0 1 12 -.002 2 496 min -.404 3 -.006 8 0 1 0 1 0 1 -.03 5 497 4 max .115 12 .002 3 0 12 0 12 0 12 .001 12 498 min -.413 3 -.067 8 0 1 0 1 0 1 -.008 3 499 5 max .11 12 .002 3 0 12 0 12 0 12 .073 8 500 min -.422 3 -.128 8 0 1 0 1 0 1 -.009 3 501 M88 1 max .273 3 .018 8 0 12 0 12 0 12 .016 8 502 min -.187 8 -.029 3 0 1 0 1 0 1 -.018 3 503 2 max .273 3 .017 8 0 12 0 12 0 12 .01 8 504 min -.187 8 -.03 3 0 1 0 1 0 1 -.008 3 505 3 max .273 3 .017 8 0 12 0 12 0 12 .005 6 5061 min -.187 8 -.03 3 0 1 0 1 0 1 0 1 507 4 max .273 3 .016 8 0 12 0 12 0 12 .012 3 508 min -.187 8 -.031 3 0 1 0 1 0 1 -.003 12 509 5 max .273 3 .015 8 0 12 0 12 0 12 .023 3 510 min -.187 8 -.032 3 0 1 0 1 0 1 -.007 8 511 M89 1 max .273 3 .061 8 0 12 0 12 0 12 .031 8 512 min -.501 8 -.029 3 0 1 0 1 0 1 -.018 3 513 2 max .273 3 .061 8 0 12 0 12 0 12 .01 8 514 min -.501 8 -.03 3 0 1 0 1 0 1 -.008 3 515 3 max .273 3 .06 8 0 12 0 12 0 12 .002 3 516 min -.501 8 -.03 3 0 1 0 1 0 1 -.013 12 517 4 max .273 3 .059 8 0 12 0 12 0 12 .012 3 518 min -.501 8 -.031 3 0 1 0 1 0 1 -.032 12 519 5 max .273 3 .059 8 0 12 0 12 0 12 .023 3 520 min -.501 8 -.032 3 0 1 0 1 0 1 -.05 8 521 M3 1 max .188 8 0 12 0 12 0 12 0 10 0 12 522 min -.173 3 0 1 0 1 0 1 0 3 0 1 523 2 max .188 8 0 12 0 12 0 12 0 9 0 12 524 min -.172 3 0 1 0 1 0 1 0 3 0 1 525 3 max .189 8 0 12 0 12 0 12 0 9 0 12 526 min -.172 3 0 1 0 1 0 1 0 3 0 1 527 4 max .189 8 0 12 0 12 0 12 0 9 0 12 528 min -.171 3 0 1 0 1 0 1 0 3 0 1 529 5 max .189 8 0 12 0 12 0 12 0 9 0 12 530 min -.171 3 0 1 0 1 0 1 0 3 0 1 531 M8 1 max .835 8 .004 3 0 12 0 12 0 12 0 9 532 1 min -.88 1 3 1 -.002 1 8 1 0 1 1 1 0 1 1 1 0 1 1 1 3 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 22 1027 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torauefk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 23 1028 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 24 1029 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torauefk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 25 1030 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE NEYET=L-Et Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialrkl LC v Shearrkl LC z Shearrkl LC Torouerk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 26 1031 Company Big Top Manufacturing Designer A K Das Job Number 221-58 Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec Axialrkl LC v Shearrkl LC z Shearrkl LC Torauerk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 27 1032 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl LC Torouefk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 28 1033 Company Big Top Manufacturing Apr 16, 2021 IIRIDesigner i 2hPM Job Number 21-58 58 Checked By: PSE A NEUETEG-Ed G]++ N.-' Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) Member Sec Axialrkl LC v Shearrkl LC z Shearrkl LC Torauerk-... LC v-v Mome... LC z-z Mome... LC RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 29 1034 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Member Section Forces (Continued) KAamhar Car Aviairkl I (. v Chaarrkl I (: 7 Chanrrlrl I ('. Tnmticrk_ I (: v_v KAnma I (: 7_7 Mnma I (: Envelope A/SC 14th(360-10): ASD Steel Code Checks Mamhar Ghana (.nrla (. I nrrf#1 I ('. Rhanr I nrrf#1 nir 1 (. Pnr/nm rkl Pn#/nm rkl Mmndnm Mm7/nm r.h Pnn 1.90.09 .234 0 3 .020 1.749 8 4.957 16.862 .81 .81 1 H 1-1 a 1.9x0.09 .368 0 8 .024 2.996 8 4.957 16.862 .81 .81 1 H 1-1 a 1.9x0.09 .518 0 8 .015 0 8 4.957 16.862 .81 .81 1 H 1-1 a 1.90.09 .516 1.55 8 .015 1.55 8 4.957 16.862 .81 .81 1 H 1-1 a 1.9x0.09 .340 0 8 .013 0 8 8.56 16.862 .81 .81 1 H 1-1 a 1.90.09 .393 2.522 8 .023 2.522 8 8.56 16.862 .81 .81 1 H 1-1 a 1.9x0.09 .246 0 8 .044 0 8 8.23 16.862 .81 .81 1 H 1-1 b 1.90.09 .277 0 3 .025 0 8 8.23 16.862 .81 .81 1 H 1-1 a 1.9x0.09 .269 0 8 .022 0 8 11.432 16.862 .81 .81 1 H 1-1 a 1.90.09 .319 0 8 .035 0 8 11.432 16.862 .81 .81 1 H 1-1 a 1.9x0.09 .268 .808 3 .022 0 8 8.23 16.862 .81 .81 1 H 1-1 a 1.90.09 .237 3.624 8 .044 3.624 8 8.23 16.862 .81 .81 1 H 1-1 b 1.9x0.09 .260 4.423 8 .051 4.423 8 8.56 16.862 .81 .81 1 H 1-1 b RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 30 1035 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope A/SC 14th(360-10): ASD Steel Code Checks (Continued) Member Shape Code C... Locfftl LC Shear ... Locfftl Dir LC Pnc/om fkl Pnt/om fkl Mnvv/om ...Mnzz/om ...Cb Eon 14 M56 1.9x0.09 .496 0 8 .034 0 8 8.56 16.862 .81 .81 1 H 1-1 a 15 M57 1.9x0.09 .434 0 8 .019 0 8 8.56 16.862 .81 .81 1 H 1-1 a 16 M58 1.90.09 .723 0 8 .020 0 8 4.957 16.862 .81 .81 1 H 1-1 a 17 M59 1.9x0.09 .711 0 8 .021 0 8 4.957 16.862 .81 .81 1 H 1-1 a 18 M62 1.90.09 .313 0 12 .035 0 9 4.957 16.862 .81 .81 1 H 1-1 a 19 M65 1.90.09 .252 0 3 .003 0 8 4.957 16.862 .81 .81 1 H 1-1 a 20 M70 1.90.09 .315 0 3 .004 2.169 8 8.56 16.862 .81 .81 1 H 1-1 a 21 M71 1.9x0.09 .303 0 3 .005 2.505 8 8.56 16.862 .81 .81 1 H 1-1 a 22 M72 1.90.09 .035 0 3 .001 0 5 8.23 16.862 .81 .81 1 H 1-1 b* 23 M73 1.9x0.09 .079 0 8 .001 0 3 8.23 16.862 .81 .81 1 H 1-1 b* 24 M74 1.90.09 .444 3.49 8 .001 3.49 5 3.981 16.862 .81 .81 1 H 1-1 a 25 M75 1.9x0.09 .610 0 8 .001 0 5 3.981 16.862 .81 .81 1 H 1-1 a 26 M76 1.90.09 .611 2.708 8 .001 2.708 5 3.981 16.862 .81 .81 1 H 1-1 a 27 M77 1.9x0.09 .483 0 8 .001 0 5 3.981 16.862 .81 .81 1 H 1-1 a 28 M78 1.90.09 .112 3.49 8 .001 3.49 3 8.23 16.862 .81 .81 1 H 1-1 b* 29 M79 1.9x0.09 .035 3.502 3 .001 3.502 5 8.23 16.862 .81 .81 1 H 1-1 b* 30 M80 1.90.09 .303 2.505 3 .005 0 8 8.56 16.862 .81 .81 1 H 1-1 a 31 M81 1.9x0.09 .315 2.169 3 .003 0 8 8.56 16.862 .81 .81 1 H 1-1 a 32 M86 1.90.09 .522 0 3 .001 0 8 4.957 16.862 .81 .81 1 H 1-1 a 33 M94A 1.9x0.09 .445 0 3 .001 0 3 8.56 16.862 .81 .81 1 H 1-1 a 34 M 95A 1.90.09 .711 0 3 .001 1.298 5 4.957 16.862 .81 .81 1 H 1-1 a 35 M96A 1.9x0.09 .712 1.284 3 .002 1.284 10 4.957 16.862 .81 .81 1 H 1-1 a 36 M 97A 1.90.09 .442 0 3 .001 1.158 9 8.56 16.862 .81 .81 1 H 1-1 a 37 M98A 1.9x0.09 .277 1.821 3 .026 1.821 8 8.23 16.862 .81 .81 1 H 1-1 a 38 M 99A 1.90.09 .268 .996 3 .021 1.804 8 8.23 16.862 .81 .81 1 H 1-1 a 39 M 102A 1.9x0.09 .269 1.916 8 .023 1.916 8 11.432 16.862 .81 .81 1 H 1-1 a 40 M 103A 1.9x0.09 .323 2.708 8 .034 2.708 8 11.432 16.862 .81 .81 1 H 1-1 a 41 M98B 1.9x0.09 .711 1.3 3 .002 1.3 12 4.957 16.862 .81 .81 1 H 1-1 a 42 M99B 1.90.09 .445 1.208 3 .001 0 8 8.56 16.862 .81 .81 1 H 1-1 a 43 M 100A 1.9x0.09 .442 1.158 3 .002 1.158 5 8.56 16.862 .81 .81 1 H 1-1 a 44 M 101 A 1.90.09 .712 0 3 .003 1.282 8 4.957 16.862 .81 .81 1 H 1-1 a 45 M90 1.9x0.09 .629 1.373 8 .036 2.996 12 4.957 16.862 .81 .81 1 H 1-1 a 46 M96B 1.90.09 .240 0 8 .051 0 8 8.56 16.862 .81 .81 1 H 1-1 b 47 M94 1.9x0.09 .522 3.052 3 .001 0 8 4.957 16.862 .81 .81 1 H 1-1 a 48 M95B 1.90.09 .252 3.251 3 .001 0 3 4.957 16.862 .81 .81 1 H 1-1 a 49 M96C 1.9x0.09 .234 1.749 3 .022 1.749 12 4.957 16.862 .81 .81 1 H 1-1 a 50 M97B 1.90.09 .093 3.021 8 .025 3.021 8 4.957 16.862 .81 .81 1 H 1-1 b 51 M88 2" x 3" x 0.085" .017 1.344 3 .004 1.344 v 3 24.244 24.581 1.425 2.086 2.... H1-1 b 52 M89 2" x 3" x 0.085" .034 1.344 8 .007 0 8 24.244 24.581 1.425 2.086 2.... H 1-1 b 53 M3 1.66" x 0.085" .014 1.344 8 .000 0 12 13.402 13.851 .579 .579 1 H 1-1 b* 54 M8 1.66" x 0.085" .065 0 8 .001 0 3 12.85 13.851 .579 .579 1 .... H 1-1 b* 55 M 9 1.66" x 0.085" .073 0 3 .001 2.042 5 12.836 13.851 .579 .579 1 . . . . H 1-1 b* 56 M10 1.66"x0.085" .039 0 8 .002 0 5 12.92 13.851 .579 .579 1.... H1-1b* 57 Mil 1.66" x 0.085" .053 0 8 .002 2.035 5 12.843 13.851 .579 .579 1 . . . . H 1-1 b 58 M12 1.66"x0.085" .021 1.345 3 .000 0 5 12.917 13.851 .579 .579 1.... H1-1b* 59 M 13 1.66" x 0.085" .029 1.892 8 .001 1.892 3 12.975 13.851 .579 .579 1 . . . . H 1-1 b 60 M14 1.66"x0.085" .102 0 3 .002 0 5 12.103 13.851 .579 .579 1.... H1-1b* 61 M 15 1.66" x 0.085" .136 2.885 8 .002 0 5 11.9 13.851 .579 .579 2. . . . H 1-1 b* 62 M16 1.66"x0.085" .089 0 3 .001 2.239 3 12.641 13.851 .579 .579 1.... H1-1b* 63 M 17 1.66" x 0.085" .072 2.229 8 .003 2.229 5 12.651 13.851 .579 .579 2. . . . H 1-1 b* 64 M 18 1.66" x 0.085" .058 2.229 8 .001 2.229 5 12.651 13.851 .579 .579 1.... H 1-1 b 65 M 19 1.66" x 0.085" .059 0 8 .004 2.229 8 12.651 13.851 .579 .579 2. . . . H 1-1 b 66 M20 1.66" x 0.085" .046 0 8 .003 0 5 12.651 13.851 .579 .579 2.... H 1-1 b 67 M21 1.66" x 0.085" .041 2.229 8 .002 2.229 5 12.651 13.851 .579 .579 1 . . . . H 1-1 b 68 M22 1.66" x 0.085" .028 0 8 .001 0 5 11.664 13.851 .579 .579 1 .... H 1-1 b 69 M23 1.66" x 0.085" .031 3.069 8 .001 3.069 5 11.664 13.851 .579 .579 1.... H 1-1 b 70 I M24 1.66" x 0.085" 1 .042 1 0 18 1 .001 1 0 1 15112.651 1 13.851 1 .579 1 .579 1 .... H1-1 b RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 31 1036 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40xl30xl7 Al Roof Trusses Envelope A/SC 14th(360-10): ASD Steel Code Checks (Continued) KAPmh.r Chance (-io r I nrrftl 1 r Ch.nr I nrrftl nir 1 (: Pnr/nm fkl Pnt/nm rkl Un%-/nm Un77/nm (th Pnn 71 M25 1.66" x o.085" .048 2.229 8 .002 2.229 5 12.651 13.851 .579 .579 2.... H 1-1 b 72 M26 1.66" x 0.085" .059 2.229 8 .004 0 8 12.651 13.851 .579 .579 2.... H1-1 b 73 M27 1.66" x 0.085" .059 0 8 .001 0 5 12.651 13.851 .579 .579 1 . . . . H 1-1 b 74 M28 1.66" x 0.085" .076 0 8 .003 0 5 12.651 13.851 .579 .579 2.... H 1-1 b* 75 M29 1.66" x 0.085" .089 2.239 3 .001 1 0 3 12.641 13.851 .579 .579 1 . . . . H 1-1 b* 76 M30 1.66" x 0.085" .142 0 8 .001 12.885 5 11.9 13.851 .579 .579 1 .... H 1-1 b* 77 M31 1.66" x 0.085" .102 2.72 3 .002 2.72 5 12.103 13.851 .579 .579 1 . . . . H 1-1 b* 78 M32 1.66" x 0.085" .029 0 8 .001 0 3 12.975 13.851 .579 .579 1 .... H 1-1 b 79 M33 1.66" x 0.085" .029 1.957 8 .000 1.957 5 12.917 13.851 .579 .579 1.... H 1-1 b 80 M34 1.66" x 0.085" .043 0 8 .003 2.035 9 12.843 13.851 .579 .579 2.... H 1-1 b 81 M35 1.66" x 0.085" .044 0 8 .003 0 9 12.917 13.851 .579 .579 1 . . . . H 1-1 b 82 M36 1.66" x 0.085" .073 2.038 3 .002 0 8 12.84 13.851 .579 .579 1 .... H 1-1 b* 83 M37 1.66" x 0.085" .114 2.028 8 .001 0 5 12.85 13.851 .579 .579 1 . . . . H 1-1 b* 84 M91 1.66" x 0.085" .040 0 3 .002 0 5 13.338 13.851 .579 .579 2.... H 1-1 b* 85 M92 1.66" x 0.085" .059 0 3 .003 0 3 13.4 13.851 .579 .579 2. . . . H 1-1 b* 86 M93 1.66" x 0.085" .136 1.344 8 .019 1.344 8 13.402 13.851 .579 .579 2.... H 1-1 b 87 M95 1.66" x 0.085" .041 1.439 8 .001 0 5 13.338 13.851 .579 .579 2. . . . H 1-1 b 88 M96 1.66" x 0.085" .070 1.347 8 .005 1.347 8 13.4 13.851 .579 .579 2.2 H 1-1 b 89 M97 1.66" x 0.085" .130 1.344 8 .018 1.344 8 13.402 13.851 .579 .579 2. . . . H 1-1 b 90 M 102 B 1.66" x 0.085" .050 1.473 12 .006 1.473 9 13.314 13.851 .579 .579 2.... H 1-1 b 91 M103B 1.66"x0.085" .021 0 3 .001 0 6 13.311 13.851 .579 .579 1.... H1-1b* 92 M 104A 1.66" X 0.085" .021 0 3 .002 0 5 13.311 13.851 .579 .579 1.... H 1-1 b* 93 M 105A 1.66" x 0.085" .036 1.472 8 .005 0 5 13.314 13.851 .579 .579 2. . . . H 1-1 b 94 M98 1.66" x 0.085" .103 2.015 8 .005 0 8 12.862 13.851 .579 .579 2.... H 1-1 b 95 M99 1.66" x 0.085" .141 2.206 8 .001 2.206 3 12.675 13.851 .579 .579 1 . . . . H 1-1 b* 96 M 100 1.66" x 0.085" .069 2.015 3 .003 2.015 3 12.862 13.851 .579 .579 2.... H 1-1 b* 97 M 101 1.66" x 0.085" .047 2.206 3 .002 0 8 12.675 13.851 .579 .579 Envelope Joint Reactions _Inint X fkl I (: V fkl I (: 7 rkl 1 r AAY fk-ftl 1 r AAV fk-ffl 1 r KA7 rk-ftl I (: Envelope Joint Displacements Inint X rinl I (: V rinl 11^ 7 rinl I (. X Rnfatinn 11, V Pntatinn I r 7 Rnfatinn I 1 1 max 0 12 .067 8 .012 3 1.594e-3 3 0 12 0 12 2 min 1 0 1 -.043 3 -.024 8-3.043e-3 8 0 1 0 1 3 2 max 0 12 .019 8 .012 3 1.578e-3 3 0 12 0 12 4 min 0 1 -.018 3 -.024 8-2.963e-3 8 0 1 0 1 5 3 max 0 12 .031 8 .006 8 9.869e-4 8 0 12 0 12 6 min 0 1 -.018 3 -.012 3-1.578e-3 3 0 1 0 1 7 4 max 0 12 .046 8 .006 8 9.52e-4 8 0 12 0 12 8 min 0 1 -.043 3 -.012 3-1.594e-3 3 0 1 0 1 9 K max 0 12 0 12 0 12 0 12 0 12 0 12 10 min 0 1 0 1 0 1 0 1 0 1 0 1 11 N2 max 0 12 .049 8 .068 8 7.95e-4 8 0 12 0 12 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 32 1037 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Joint Displacements (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Joint X [in] LC Y [in] LC Z rinl LC X Rotation... LC Y Rotation... LC Z Rotation ... LC 12 min 1 0 1 -.043 3 -.108 3-1.238e-3 3 0 1 0 1 13 N3 maxI 0 12 .044 8 .083 8 5.428e-5 8 0 12 0 12 14 min 0 1 -.037 3 -.137 3 -4.171 e-4 10 0 1 0 1 15 N4 max 0 12 .045 8 .06 8 7.084e-4 3 0 12 0 12 16 min 0 1 -.034 3 -.129 3-1.189e-3 8 0 1 0 1 17 N5 max 0 12 .294 8 -.005 2 2.392e-3 3 0 12 0 12 18 min 0 1 -.211 3 -.095 9-2.992e-3 8 0 1 0 1 19 N6 max 0 12 .43 8 .002 3 1.886e-3 3 0 12 0 12 20 min 0 1 -.314 3 -.114 8-2.294e-3 8 0 1 0 1 21 N7 max 0 12 .531 8 .009 3 1.396e-3 3 0 12 0 12 22 min 0 1 -.395 3 -.121 8-1.782e-3 8 0 1 0 1 23 N8 max 0 12 .576 8 0 2 1.256e-4 9 0 12 0 12 24 min 0 1 -.436 3 -.107 9 0 1 0 1 0 1 25 N9 max 0 12 .517 8 -.002 2 1.991 a-3 8 0 12 0 12 26 min 0 1 -.395 3 -.1 9-1.396e-3 3 0 1 0 1 27 N10 max 0 12 .408 8 0 2 2.453e-3 8 0 12 0 12 28 min 0 1 -.314 3 -.106 9-1.886e-3 3 0 1 0 1 29 N 11 max 0 12 .27 8 .023 3 2.971 e-3 8 0 12 0 12 30 min 0 1 -.211 3 -.133 8-2.392e-3 3 0 1 0 1 31 N 12 max 0 12 .047 8 .129 3 5.739e-4 8 0 12 0 12 32 min 0 1 -.034 3 -.264 8-7.083e-4 3 0 1 0 1 33 N 13 max 0 12 .057 8 .137 3 2.867e-4 3 0 12 0 12 34 min 0 1 -.037 3 -.263 8-5.16e-4 8 0 1 0 1 35 N 14 max 0 12 .067 8 .108 3 1.237e-3 3 0 12 0 12 36 min 0 1 -.043 3 -.204 8-2.357e-3 8 0 1 0 1 37 N 19 max 0 12 .219 8 .078 3 3.564e-3 8 0 12 0 12 38 min 0 1 -.171 3 -.204 8-2.697e-3 3 0 1 0 1 39 N20 max 0 12 .356 8 .044 3 3.342e-3 8 0 12 0 12 40 min 0 1 -.275 3 -.161 8-2.495e-3 3 0 1 0 1 41 N21 max 0 12 .477 8 .02 3 2.547e-3 8 0 12 0 12 42 min 0 1 -.365 3 -.131 8-1.879e-3 3 0 1 0 1 43 N22 max 0 12 .557 8 .006 3 1.226e-3 8 0 12 0 12 44 min 0 1 -.423 3 -.115 8-8.779e-4 3 0 1 0 1 45 N23 max 0 12 .577 8 0 2 1.452e-4 9 0 12 0 12 46 min 0 1 -.436 3 -.11 9-1.577e-8 3 0 1 0 1 47 N24 max 0 12 .566 8 -.002 2 8.778e-4 3 0 12 0 12 48 min 0 1 -.423 3 -.106 9-9.581e-4 8 0 1 0 1 49 N25 max 0 12 .495 8 -.005 2 1.879e-3 3 0 12 0 12 50 min 0 1 -.365 3 -.097 9-2.372e-3 8 0 1 0 1 51 N26 max 0 12 .38 8 -.01 2 2.495e-3 3 0 12 0 12 52 min 0 1 -.275 3 -.088 10 -3.295e-3 8 0 1 0 1 53 N27 max 0 12 .242 8 -.011 8 2.697e-3 3 0 12 0 12 54 min 0 1 -.171 3 -.09 10 -3.682e-3 8 0 1 0 1 55 N35 max 0 12 .042 8 .08 8 4.24e-4 8 0 12 0 12 56 min 0 1 -.029 3 -.127 3-8.276e-4 3 0 1 0 1 57 N37 max 0 12 .053 8 .08 8 1.983e-4 3 0 12 0 12 58 min 0 1 -.037 3 -.139 3-6.577e-4 12 0 1 0 1 59 N38 max 0 12 .042 8 .076 8 1.826e-4 3 0 12 0 12 60 min 0 1 -.034 3 -.137 3 -6.571 e-4 12 0 1 0 1 61 N39 max 0 12 .079 8 .057 8 1.237e-3 3 0 12 0 12 62 min 0 1 -.054 3 -.127 3-1.838e-3 8 0 1 0 1 63 N40 max 0 12 .061 8 .034 8 1.338e-3 3 0 12 0 12 64 min 0 1 -.043 3 -.111 3-1.94e-3 8 0 1 0 1 65 N41 max 0 12 .138 8 .026 8 2.1 e-3 3 0 12 0 12 66 min 0 1 -.097 3 -.104 3-2.882e-3 8 0 1 0 1 67 N42 max 0 12 .12 8 -.014 8 2.446e-3 3 0 12 0 12 68 I i mini 0 1 1 1 -.084 3 1 -.09 1 10 i-3.699e-3i 8 1 0 1 1 1 0--L 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 33 1038 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40xl30xl7 Al Roof Trusses Envelope Joint Displacements (Continued) Inint X rinl I r V rinl 1 r 7 rinl I (: X Rntatinn I ('. V Rntatinn 1 r: 7 Rntatinn I (: 69 N43 max 0 12 .039 8 .127 3 8.29e-4 3 0 12 0 12 70 min 0 1 -.029 3 -.241 8-1.667e-3 8 0 1 0 1 71 N45 max 0 12 .048 8 .139 3 -4.779e-5 2 0 12 0 12 72 min 0 1 -.037 3 -.27 8-2.283e-4 6 0 1 0 1 73 N46 max 0 12 .051 8 .137 3 -4.78e-5 2 0 12 0 12 74 min 0 1 -.034 3 -.269 8-2.722e-4 6 0 1 0 1 75 N47 max 0 12 .068 8 .127 3 1.348e-3 8 0 12 0 12 76 min 0 1 -.054 3 -.262 8-1.237e-3 3 0 1 0 1 77 N48 max 0 12 .056 8 .111 3 1.562e-3 8 0 12 0 12 78 min 0 1 -.043 3 -.245 8-1.338e-3 3 0 1 0 1 79 N49 max 0 12 .12 8 .104 3 2.614e-3 8 0 12 0 12 80 min 0 1 -.097 3 -.237 8 -2.1e-3 3 0 1 0 1 81 N50 max 0 12 .104 8 .076 3 3.269e-3 8 0 12 0 12 82 min 0 1 -.084 3 -.202 8-2.446e-3 3 0 1 0 1 83 N52A max 0 12 .468 8 -.002 2 2.617e-3 8 0 12 0 12 84 min 0 1 -.357 3 -.102 9-1.936e-3 3 0 1 0 1 85 N53A max 0 12 .486 8 .007 3 1.936e-3 3 0 12 0 12 86 min 0 1 -.357 3 -.12 8 -2.441 e-3 8 0 1 0 1 87 N54A max 0 12 .56 8 -.001 2 1.622e-3 8 0 12 0 12 88 min 0 1 -.42 3 -.102 9-1.016e-3 3 0 1 0 1 89 N54B max 0 12 .043 8 .137 3 3.338e-4 3 0 12 0 12 90 min 0 1 -.033 3 -.261 8-8.937e-4 8 0 1 0 1 91 N55A max 0 12 .568 8 .007 3 1.016e-3 3 0 12 0 12 92 min 0 1 -.42 3 -.116 8-1.326e-3 8 0 1 0 1 93 N55B max 0 12 .055 8 .136 3 5.541 e-4 8 0 12 0 12 94 min 0 1 -.043 3 -.27 8-6.66e-4 3 0 1 0 1 95 N56 max 0 12 .063 8 .072 8 6.661 e-4 3 0 12 0 12 96 min 0 1 -.043 3 -.136 3-1.147e-3 8 0 1 0 1 97 N57 max 0 12 .047 8 .084 8 -6.447e-5 8 0 12 0 12 98 min 0 1 -.033 3 -.137 3-4.807e-4 10 0 1 0 1 99 N52 max 0 12 .026 8 .08 3 1.573e-3 3 0 12 0 12 100 min 0 1 -.022 3 -.152 8-2.912e-3 8 0 1 0 1 101 N53 max 0 12 .035 8 .049 8 1.029e-3 8 0 12 0 12 102 min 0 1 -.022 3 -.08 3-1.573e-3 3 0 1 0 1 103 N54 max 0 12 .07 8 .051 3 1.814e-3 3 0 12 0 12 104 min 0 1 -.044 3 -.098 8-3.58e-3 8 0 1 0 1 105 N55 max 0 12 .048 8 .031 8 9.601e-4 8 0 12 0 12 106 min 0 1 -.044 3 -.051 3-1.814e-3 3 0 1 0 1 Envelope Member Section Deflections Service Mamhar Carr Y rinl I (: v rinl I C 7 rinl I (. Y Rntata Fr I (. (n1 I /V Rafin I (. (nl 1 /7' Rafin I C 1 M41 1 max .046 8 .006 8 0 12 0 12 NC 12 NC 12 2 min -.043 3 -.012 3 0 1 0 1 NC 1 NC 1 3 2 max .047 8 .011 8 0 12 0 12 NC 12 NC 12 4 min -.043 3 -.021 3 0 1 0 1 NC 1 NC 1 5 3 max .047 8 .018 8 0 12 0 12 NC 12 NC 12 6 min -.044 3 -.031 3 0 1 0 1 NC 1 NC 1 7 4 max .048 8 .025 8 0 12 0 12 NC 12 NC 12 8 min -.044 3 -.041 3 0 1 0 1 NC 1 NC 1 9 5 max .048 8 .031 8 0 12 0 12 NC 12 NC 12 10 min -.044 3 -.051 3 0 1 0 1 NC 1 NC 1 11 M42 1 max .05 8 .067 8 0 12 0 12 NC 12 NC 12 12 min -.045 3 -.107 3 0 1 0 1 NC 1 NC 1 13 2 max .049 8 .07 8 0 12 0 12 NC 12 NC 12 14 min -.043 3 -.118 3 0 1 0 1 NC 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 34 1039 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 15 3 max .047 8 .072 8 0 12 0 12 NC 12 NC 12 16 min -.042 3 -.126 3 0 1 0 1 7242.128 6 NC 1 17 4 max .046 8 .078 8 0 12 0 12 NC 12 NC 12 18 min -.041 3 -.133 3 0 1 0 1 NC 1 NC 1 19 5 max .045 8 .083 8 0 12 0 12 NC 12 NC 12 20 min -.039 3 -.137 3 0 1 0 1 NC 1 NC 1 21 M44 1 max .062 8 .071 8 0 12 0 12 NC 12 NC 12 22 min -.067 3 -.125 3 0 1 0 1 NC 1 NC 1 23 2 max .061 8 .071 8 0 12 0 12 NC 12 NC 12 24 min -.066 3 -.126 3 0 1 0 1 NC 1 NC 1 25 3 max .06 8 .069 8 0 12 0 12 NC 12 NC 12 26 min -.065 3 -.127 3 0 1 0 1 NC 1 NC 1 27 4 max .059 8 .067 8 0 12 0 12 NC 12 NC 12 28 min -.064 3 -.127 3 0 1 0 1 NC 1 NC 1 29 5 max .058 8 .064 8 0 12 0 12 NC 12 NC 12 30 min -.064 3 -.126 3 0 1 0 1 NC 1 NC 1 31 M45 1 max .071 8 .05 8 0 12 0 12 NC 12 NC 12 32 min -.09 3 -.109 3 0 1 0 1 NC 1 NC 1 33 2 max .07 8 .046 8 0 12 0 12 NC 12 NC 12 34 min -.089 3 -.108 3 0 1 0 1 NC 1 NC 1 35 3 max .069 8 .043 8 0 12 0 12 NC 12 NC 12 36 min -.088 3 -.106 3 0 1 0 1 NC 1 NC 1 37 4 max .068 8 .039 8 0 12 0 12 NC 12 NC 12 38 min -.087 3 -.104 3 0 1 0 1 NC 1 NC 1 39 5 max .067 8 .034 8 0 12 0 12 NC 12 NC 12 40 min -.086 3 -.101 3 0 1 0 1 NC 1 NC 1 41 M46 1 max .073 8 .018 8 0 12 0 12 NC 12 NC 12 42 min -.107 3 -.079 3 0 1 0 1 NC 1 NC 1 43 2 max .072 8 .012 8 0 12 0 12 NC 12 NC 12 44 min -.106 3 -.075 3 0 1 0 1 NC 1 NC 1 45 3 max .071 8 .004 8 0 12 0 12 NC 12 NC 12 46 min -.105 3 -.071 3 0 1 0 1 NC 1 NC 1 47 4 max .07 8 -.003 8 0 12 0 12 NC 12 NC 12 48 min -.104 3 -.068 10 0 1 0 1 NC 1 NC 1 49 5 max .069 8 -.012 8 0 12 0 12 NC 12 NC 12 50 min -.103 3 -.069 10 0 1 0 1 NC 1 NC 1 51 M47 1 max .062 8 -.004 2 0 12 0 12 NC 12 NC 12 52 min -.116 3 -.049 10 0 1 0 1 NC 1 NC 1 53 2 max .061 8 -.001 2 0 12 0 12 NC 12 NC 12 54 min -.115 3 -.05 9 0 1 0 1 NC 1 NC 1 55 3 max .059 8 .002 2 0 12 0 12 NC 11 NC 12 56 min -.113 3 -.066 8 0 1 0 1 7875.512 8 NC 1 57 4 max .058 8 .011 3 0 12 0 12 NC 11 NC 12 58 min -.112 3 -.084 8 0 1 0 1 7013.235 8 NC 1 59 5 max .056 8 .027 3 0 12 0 12 NC 12 NC 12 60 min -.11 3 -.107 8 0 1 0 1 NC 1 NC 1 61 M49 1 max 0 8 .196 3 0 12 0 12 NC 12 NC 12 62 min -.084 10 -.306 8 0 1 0 1 NC 1 NC 1 63 2 max .002 8 .229 3 0 12 0 12 NC 11 NC 12 64 min -.084 10 -.352 8 0 1 0 1 4018.751 8 NC 1 65 3 max .003 8 .262 3 0 12 0 12 NC 10 NC 12 66 min -.084 10 -.398 8 0 1 0 1 1978.121 8 NC 1 67 4 max .005 8 .285 3 0 12 0 12 NC 10 NC 12 68 min -.084 10 -.426 8 0 1 0 1 2835.781 8 NC 1 69 5 max .007 8 .303 3 0 12 0 12 NC 12 NC 12 70 min -.084 3 -.445 8 0 06 1 0 1 NC 1 NC 1 71 1 M50 1 1 imaxi -.015 1 2 1 .308 1 3 1 0 112 1 0 1 12 1 NC 1 12 1 NC LL21 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 35 1040 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 72 min -.084 10 -.445 8 0 1 0 1 NC 1 NC 1 73 2 max -.015 2 .319 3 0 12 0 12 NC 12 NC 12 74 min -.084 10 -.459 8 0 1 0 1 NC 1 NC 1 75 3 max -.015 2 .33 3 0 12 0 12 NC 12 NC 12 76 min -.084 10 -.473 8 0 1 0 1 NC 1 NC 1 77 4 max -.016 2 .341 3 0 12 0 12 NC 12 NC 12 78 min -.084 10 -.487 8 0 1 0 1 NC 1 NC 1 79 5 max -.016 2 .351 3 0 12 0 12 NC 12 NC 12 80 min -.084 10 -.5 8 0 1 0 1 NC 1 NC 1 81 M51 1 max -.007 2 .394 3 0 12 0 12 NC 12 NC 12 82 min -.086 9 -.541 8 0 1 0 1 NC 1 NC 1 83 2 max -.007 2 .401 3 0 12 0 12 NC 12 NC 12 84 min -.085 9 -.552 8 0 1 0 1 NC 1 NC 1 85 3 max -.008 2 .408 3 0 12 0 12 NC 12 NC 12 86 min -.084 10 -.562 8 0 1 0 1 8424.125 8 NC 1 87 4 max -.008 2 .414 3 0 12 0 12 NC 12 NC 12 88 min -.084 10 -.57 8 0 1 0 1 NC 1 NC 1 89 5 max -.008 2 .419 3 0 12 0 12 NC 12 NC 12 90 min -.084 10 -.577 8 0 1 0 1 NC 1 NC 1 91 M52 1 max .017 3 .436 3 0 12 0 12 NC 12 NC 12 92 min -.128 8 -.572 8 0 1 0 1 NC 1 NC 1 93 2 max .015 3 .436 3 0 12 0 12 NC 11 NC 12 94 min -.126 8 -.574 8 0 1 0 1 4933.169 8 NC 1 95 3 max .014 3 .435 3 0 12 0 12 NC 10 NC 12 96 min -.123 8 -.576 8 0 1 0 1 2764.157 8 NC 1 97 4 max .012 3 .429 3 0 12 0 12 NC 10 NC 12 98 min -.12 8 -.569 8 0 1 0 1 3641.217 8 NC 1 99 5 max .01 3 .42 3 0 12 0 12 NC 12 NC 12 100 min -.118 8 -.556 8 0 1 0 1 NC 1 NC 1 101 M53 1 max .05 3 .392 3 0 12 0 12 NC 12 NC 12 102 min -.168 8 -.497 8 0 1 0 1 NC 1 NC 1 103 2 max .049 3 .384 3 0 12 0 12 NC 12 NC 12 104 min -.167 8 -.487 8 0 1 0 1 NC 1 NC 1 105 3 max .048 3 .375 3 0 12 0 12 NC 12 NC 12 106 min -.165 8 -.476 8 0 1 0 1 7702.411 8 NC 1 107 4 max .047 3 .365 3 0 12 0 12 NC 12 NC 12 108 min -.164 8 -.463 8 0 1 0 1 NC 1 NC 1 109 5 max .046 3 .354 3 0 12 0 12 NC 12 NC 12 110 min -.163 8 -.449 8 0 1 0 1 NC 1 NC 1 111 M54 1 max .084 3 .303 3 0 12 0 12 NC 12 NC 12 112 min -.208 8 -.365 8 0 1 0 1 NC 1 NC 1 113 2 max .083 3 .285 3 0 12 0 12 NC 10 NC 12 114 min -.207 8 -.344 8 0 1 0 1 2992.517 8 NC 1 115 3 max .082 3 .262 3 0 12 0 12 NC 10 NC 12 116 min -.205 8 -.316 8 0 1 0 1 2070.559 8 NC 1 117 4 max .081 3 .229 3 0 12 0 12 NC 11 NC 12 118 min -.203 8 -.269 8 0 1 0 1 4283.576 8 NC 1 119 5 max .08 3 .197 3 0 12 0 12 NC 12 NC 12 120 min -.202 8 -.224 8 0 1 0 1 NC 1 NC 1 121 M55 1 max .101 3 .187 3 0 12 0 12 NC 12 NC 12 122 min -.225 8 -.2 8 0 1 0 1 NC 1 NC 1 123 2 max .101 3 .165 3 0 12 0 12 NC 10 NC 12 124 min -.226 8 -.181 8 0 1 0 1 2076.156 8 NC 1 125 3 max .101 3 .138 3 0 12 0 12 NC 10 NC 12 126 min -.226 8 -.153 8 0 1 0 1 1250.628 8 NC 1 127 4 max .102 3 .094 3 0 12 0 12 NC 10 NC 12 128 1 1 1 min 1 -.226 1 8 1 -.088 1 8 1 0 1 1 1 0 1 1 1 2315.51 1 8 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\l. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 36 1041 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x finl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 1297 5 max .102 3 .049 3 0 12 0 12 NC 12 NC 12 130 min -.227 8 -.02 8 0 1 0 1 NC 1 NC 1 131 M56 1 max .11 3 .053 10 0 12 0 12 NC 12 NC 12 132 min -.226 8 .009 1 0 1 0 1 NC 1 NC 1 133 2 max .112 3 .059 9 0 12 0 12 NC 12 NC 12 134 min -.228 8 .005 1 0 1 0 1 9681.859 8 NC 1 135 3 max .113 3 .068 9 0 12 0 12 NC 12 NC 12 136 min -.23 8 -.002 3 0 1 0 1 NC 1 NC 1 137 4 max .115 3 .077 12 0 12 0 12 NC 12 NC 12 138 min -.232 8 -.015 3 0 1 0 1 NC 1 NC 1 139 5 max .116 3 .091 8 0 12 0 12 NC 12 NC 12 140 min -.234 8 -.027 3 0 1 0 1 NC 1 NC 1 141 M57 1 max .103 3 .156 8 0 12 0 12 NC 12 NC 12 142 min -.197 8 -.06 3 0 1 0 1 NC 1 NC 1 143 2 max .104 3 .162 8 0 12 0 12 NC 12 NC 12 144 min -.199 8 -.066 3 0 1 0 1 NC 1 NC 1 145 3 max .105 3 .167 8 0 12 0 12 NC 12 NC 12 146 min -.2 8 -.071 3 0 1 0 1 NC 1 NC 1 147 4 max .106 3 .172 8 0 12 0 12 NC 12 NC 12 148 min -.201 8 -.075 3 0 1 0 1 NC 1 NC 1 149 5 max .107 3 .176 8 0 12 0 12 NC 12 NC 12 150 min -.203 8 -.079 3 0 1 0 1 NC 1 NC 1 151 M58 1 max .086 3 .217 8 0 12 0 12 NC 12 NC 12 152 min -.158 8 -.101 3 0 1 0 1 NC 1 NC 1 153 2 max .087 3 .219 8 0 12 0 12 NC 12 NC 12 154 min -.159 8 -.104 3 0 1 0 1 NC 1 NC 1 155 3 max .088 3 .219 8 0 12 0 12 NC 12 NC 12 156 min -.16 8 -.106 3 0 1 0 1 NC 1 NC 1 157 4 max .089 3 .22 8 0 12 0 12 NC 12 NC 12 158 min -.162 8 -.108 3 0 1 0 1 NC 1 NC 1 159 5 max .09 3 .22 8 0 12 0 12 NC 12 NC 12 160 min -.163 8 -.109 3 0 1 0 1 NC 1 NC 1 161 M59 1 max .064 3 .251 8 0 12 0 12 NC 12 NC 12 162 min -.11 8 -.126 3 0 1 0 1 NC 1 NC 1 163 2 max .064 3 .249 8 0 12 0 12 NC 12 NC 12 164 min -.111 8 -.127 3 0 1 0 1 NC 1 NC 1 165 3 max .065 3 .247 8 0 12 0 12 NC 12 NC 12 166 min -.112 8 -.127 3 0 1 0 1 NC 1 NC 1 167 4 max .066 3 .245 8 0 12 0 12 NC 12 NC 12 168 min -.114 8 -.126 3 0 1 0 1 NC 1 NC 1 169 5 max .067 3 .243 8 0 12 0 12 NC 12 NC 12 170 min -.115 8 -.125 3 0 1 0 1 NC 1 NC 1 171 M62 1 max .043 3 .204 8 0 12 0 12 NC 12 NC 12 172 min -.067 8 -.108 3 0 1 0 1 NC 1 NC 1 173 2 max .044 3 .184 8 0 12 0 12 NC 4 NC 12 174 min -.068 8 -.096 3 0 1 0 1 4080.795 12 NC 1 175 3 max .044 3 .161 8 0 12 0 12 NC 4 NC 12 176 min -.068 8 -.082 3 0 1 0 1 2491.288 12 NC 1 177 4 max .044 3 .131 8 0 12 0 12 NC 4 NC 12 178 min -.069 8 -.067 3 0 1 0 1 3769.861 12 NC 1 179 5 max .044 3 .098 8 0 12 0 12 NC 12 NC 12 180 min -.07 8 -.051 3 0 1 0 1 NC 1 NC 1 181 M65 1 max .019 8 .024 8 0 12 0 12 NC 12 NC 12 182 min -.018 3 -.012 3 0 1 0 1 NC 1 NC 1 183 2 max .021 8 .055 8 0 12 0 12 NC 12 NC 12 184 min -.019 3 -.028 3 0 06 1 0 1 NC 1 NC 1 185 1 1 3 imaxi .023 1 8 1 .088 1 8 1 0 112 1 0 1 12 1 NC 1 12 1 NC LL2 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 37 1042 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 1861 1 min 1 -.02 3 -.046 3 0 1 0 1 NC 1 NC 1 187 4 max .024 8 .121 8 0 12 0 12 NC 12 NC 12 188 min -.021 3 -.064 3 0 1 0 1 NC 1 NC 1 189 5 max .026 8 .152 8 0 12 0 12 NC 12 NC 12 190 min -.022 3 -.08 3 0 1 0 1 NC 1 NC 1 191 M70 1 max .255 8 .092 8 0 12 0 12 NC 12 NC 12 192 min -.135 3 -.027 3 0 1 0 1 NC 1 NC 1 193 2 max .257 8 .081 8 0 12 0 12 NC 12 NC 12 194 min -.136 3 -.017 3 0 1 0 1 7281.127 8 NC 1 195 3 max .259 8 .072 9 0 12 0 12 NC 11 NC 12 196 min -.138 3 -.006 3 0 1 0 1 6291.158 8 NC 1 197 4 max .261 8 .063 9 0 12 0 12 NC 12 NC 12 198 min -.139 3 .004 1 0 1 0 1 9917.257 8 NC 1 199 5 max .263 8 .053 9 0 12 0 12 NC 12 NC 12 200 min -.14 3 .007 1 0 1 0 1 NC 1 NC 1 201 M71 1 max .265 8 .047 3 0 12 0 12 NC 12 NC 12 202 min -.134 3 -.015 8 0 1 0 1 NC 1 NC 1 203 2 max .268 8 .064 3 0 12 0 12 NC 12 NC 12 204 min -.136 3 -.037 8 0 1 0 1 8139.777 8 NC 1 205 3 max .27 8 .084 3 0 12 0 12 NC 12 NC 12 206 min -.137 3 -.063 8 0 1 0 1 8342.11 8 NC 1 207 4 max .273 8 .105 3 0 12 0 12 NC 12 NC 12 208 min -.139 3 -.091 8 0 1 0 1 NC 1 NC 1 209 5 max .275 8 .126 3 0 12 0 12 NC 12 NC 12 210 min -.14 3 -.119 8 0 1 0 1 NC 1 NC 1 211 M72 1 max .264 8 .137 3 0 12 0 12 NC 12 NC 12 212 min -.129 3 -.142 8 0 1 0 1 NC 1 NC 1 213 2 max .265 8 .166 3 0 12 0 12 NC 12 NC 12 214 min -.129 3 -.179 8 0 1 0 1 NC 1 NC 1 215 3 max .265 8 .193 3 0 12 0 12 NC 12 NC 12 216 min -.129 3 -.215 8 0 1 0 1 NC 1 NC 1 217 4 max .266 8 .22 3 0 12 0 12 NC 12 NC 12 218 min -.129 3 -.251 8 0 1 0 1 NC 1 NC 1 219 5 max .267 8 .247 3 0 12 0 12 NC 12 NC 12 220 min -.13 3 -.286 8 0 1 0 1 NC 1 NC 1 221 M73 1 max .237 8 .258 3 0 12 0 12 NC 12 NC 12 222 min -.105 3 -.311 8 0 1 0 1 NC 1 NC 1 223 2 max .237 8 .284 3 0 12 0 12 NC 12 NC 12 224 min -.104 3 -.345 8 0 1 0 1 NC 1 NC 1 225 3 max .236 8 .308 3 0 12 0 12 NC 12 NC 12 226 min -.103 3 -.377 8 0 1 0 1 NC 1 NC 1 227 4 max .236 8 .33 3 0 12 0 12 NC 12 NC 12 228 min -.102 3 -.407 8 0 1 0 1 NC 1 NC 1 229 5 max .235 8 .351 3 0 12 0 12 NC 12 NC 12 230 min -.101 3 -.435 8 0 1 0 1 NC 1 NC 1 231 M74 1 max .191 8 .359 3 0 12 0 12 NC 12 NC 12 232 min -.066 3 -.456 8 0 1 0 1 NC 1 NC 1 233 2 max .189 8 .378 3 0 12 0 12 NC 12 NC 12 234 min -.064 3 -.482 8 0 1 0 1 8553.291 8 NC 1 235 3 max .188 8 .394 3 0 12 0 12 NC 12 NC 12 236 min -.063 3 -.504 8 0 1 0 1 6181.693 8 NC 1 237 4 max .186 8 .408 3 0 12 0 12 NC 12 NC 12 238 min -.061 3 -.523 8 0 1 0 1 7873.383 8 NC 1 239 5 max .185 8 .418 3 0 12 0 12 NC 12 NC 12 240 min -.06 3 -.538 8 0 1 0 1 NC 1 NC 1 241 M75 1 max .136 8 .422 3 0 12 0 12 NC 12 NC 12 242 1 1 1 min 1 -.023 1 3 1 -.552 1 8 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 38 1043 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 2437 2 max .135 8 .428 3 0 12 0 12 NC 12 NC 12 244 min -.021 3 -.56 8 0 1 0 1 9387.725 8 NC 1 245 3 max .133 8 .433 3 0 12 0 12 NC 12 NC 12 246 min -.02 3 -.566 8 0 1 0 1 7459.812 8 NC 1 247 4 max .132 8 .435 3 0 12 0 12 NC 12 NC 12 248 min -.018 3 -.57 8 0 1 0 1 NC 1 NC 1 249 5 max .13 8 .436 3 0 12 0 12 NC 12 NC 12 250 min -.017 3 -.572 8 0 1 0 1 NC 1 NC 1 251 M76 1 max .097 9 .436 3 0 12 0 12 NC 12 NC 12 252 min .004 1 -.58 8 0 1 0 1 NC 1 NC 1 253 2 max .096 9 .435 3 0 12 0 12 NC 12 NC 12 254 min .004 1 -.581 8 0 1 0 1 NC 1 NC 1 255 3 max .095 9 .433 3 0 12 0 12 NC 12 NC 12 256 min .005 1 -.579 8 0 1 0 1 7368.283 8 NC 1 257 4 max .094 9 .428 3 0 12 0 12 NC 12 NC 12 258 min .005 1 -.576 8 0 1 0 1 9198.942 8 NC 1 259 5 max .093 9 .422 3 0 12 0 12 NC 12 NC 12 260 min .005 1 -.569 8 0 1 0 1 NC 1 NC 1 261 M77 1 max .086 10 .418 3 0 12 0 12 NC 12 NC 12 262 min .015 1 -.574 8 0 1 0 1 NC 1 NC 1 263 2 max .087 10 .408 3 0 12 0 12 NC 12 NC 12 264 min .015 1 -.562 8 0 1 0 1 7383.063 8 NC 1 265 3 max .087 10 .394 3 0 12 0 12 NC 11 NC 12 266 min .015 1 -.546 8 0 1 0 1 5770.775 8 NC 1 267 4 max .087 10 .378 3 0 12 0 12 NC 12 NC 12 268 min .016 1 -.526 8 0 1 0 1 7951.807 8 NC 1 269 5 max .087 10 .359 3 0 12 0 12 NC 12 NC 12 270 min .016 1 -.502 8 0 1 0 1 NC 1 NC 1 271 M78 1 max .101 3 .351 3 0 12 0 12 NC 12 NC 12 272 min -.028 8 -.502 8 0 1 0 1 NC 1 NC 1 273 2 max .102 3 .33 3 0 12 0 12 NC 12 NC 12 274 min -.029 8 -.476 8 0 1 0 1 NC 1 NC 1 275 3 max .103 3 .308 3 0 12 0 12 NC 12 NC 12 276 min -.03 8 -.447 8 0 1 0 1 8917.63 8 NC 1 277 4 max .104 3 .284 3 0 12 0 12 NC 12 NC 12 278 min -.03 8 -.416 8 0 1 0 1 NC 1 NC 1 279 5 max .105 3 .258 3 0 12 0 12 NC 12 NC 12 280 min -.031 8 -.383 8 0 1 0 1 NC 1 NC 1 281 M79 1 max .13 3 .247 3 0 12 0 12 NC 12 NC 12 282 min -.069 8 -.378 8 0 1 0 1 NC 1 NC 1 283 2 max .13 3 .22 3 0 12 0 12 NC 12 NC 12 284 min -.069 8 -.343 8 0 1 0 1 NC 1 NC 1 285 3 max .129 3 .193 3 0 12 0 12 NC 12 NC 12 286 min -.068 8 -.307 8 0 1 0 1 NC 1 NC 1 287 4 max .129 3 .166 3 0 12 0 12 NC 12 NC 12 288 min -.068 8 -.27 8 0 1 0 1 NC 1 NC 1 289 5 max .129 3 .137 3 0 12 0 12 NC 12 NC 12 290 min -.067 8 -.233 8 0 1 0 1 NC 1 NC 1 291 M80 1 max .14 3 .126 3 0 12 0 12 NC 12 NC 12 292 min -.087 8 -.226 8 0 1 0 1 NC 1 NC 1 293 2 max .139 3 .105 3 0 12 0 12 NC 12 NC 12 294 min -.085 8 -.197 8 0 1 0 1 NC 1 NC 1 295 3 max .137 3 .084 3 0 12 0 12 NC 12 NC 12 296 min -.083 8 -.168 8 0 1 0 1 9888.482 8 NC 1 297 4 max .136 3 .064 3 0 12 0 12 NC 12 NC 12 298 min -.081 8 -.14 8 0 06 1 0 1 9103.933 8 NC 1 299 1 1 5 imaxi .134 1 3 1 .047 1 3 1 0 1 12 1 0 1 12 1 NC 1 12 1 NC 1 12 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 39 1044 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 3001 1 min 1 -.079 8 -.116 8 0 1 0 1 NC 1 NC 1 301 M81 1 max .141 3 .021 3 0 12 0 12 NC 12 NC 12 302 min -.099 8 -.099 8 0 1 0 1 NC 1 NC 1 303 2 max .139 3 .007 3 0 12 0 12 NC 12 NC 12 304 min -.097 8 -.081 8 0 1 0 1 NC 1 NC 1 305 3 max .138 3 .001 2 0 12 0 12 NC 12 NC 12 306 min -.096 8 -.063 8 0 1 0 1 7622.426 8 NC 1 307 4 max .137 3 -.002 2 0 12 0 12 NC 12 NC 12 308 min -.094 8 -.051 9 0 1 0 1 8720.692 8 NC 1 309 5 max .135 3 -.004 2 0 12 0 12 NC 12 NC 12 310 min -.092 8 -.05 10 0 1 0 1 NC 1 NC 1 311 M86 1 max .029 3 .08 8 0 12 0 12 NC 12 NC 12 312 min -.042 8 -.127 3 0 1 0 1 NC 1 NC 1 313 2 max .027 3 .074 8 0 12 0 12 NC 12 NC 12 314 min -.041 8 -.118 3 0 1 0 1 NC 1 NC 1 315 3 max .025 3 .067 8 0 12 0 12 NC 12 NC 12 316 min -.039 8 -.107 3 0 1 0 1 NC 1 NC 1 317 4 max .023 3 .059 8 0 12 0 12 NC 12 NC 12 318 min -.037 8 -.094 3 0 1 0 1 NC 1 NC 1 319 5 max .022 3 .049 8 0 12 0 12 NC 12 NC 12 320 min -.035 8 -.08 3 0 1 0 1 NC 1 NC 1 321 M94A 1 max .113 3 .006 8 0 12 0 12 NC 12 NC 12 322 min -.098 8 -.078 3 0 1 0 1 NC 1 NC 1 323 2 max .112 3 .013 8 0 12 0 12 NC 12 NC 12 324 min -.096 8 -.083 3 0 1 0 1 NC 1 NC 1 325 3 max .111 3 .018 8 0 12 0 12 NC 12 NC 12 326 min -.095 8 -.086 3 0 1 0 1 NC 1 NC 1 327 4 max .11 3 .023 8 0 12 0 12 NC 12 NC 12 328 min -.093 8 -.089 3 0 1 0 1 NC 1 NC 1 329 5 max .109 3 .028 8 0 12 0 12 NC 12 NC 12 330 min -.092 8 -.092 3 0 1 0 1 NC 1 NC 1 331 M95A 1 max .064 3 .068 8 0 12 0 12 NC 12 NC 12 332 min -.068 8 -.129 3 0 1 0 1 NC 1 NC 1 333 2 max .063 3 .07 8 0 12 0 12 NC 12 NC 12 334 min -.067 8 -.129 3 0 1 0 1 NC 1 NC 1 335 3 max .062 3 .072 8 0 12 0 12 NC 12 NC 12 336 min -.065 8 -.129 3 0 1 0 1 NC 1 NC 1 337 4 max .061 3 .072 8 0 12 0 12 NC 12 NC 12 338 min -.064 8 -.129 3 0 1 0 1 NC 1 NC 1 339 5 max .059 3 .073 8 0 12 0 12 NC 12 NC 12 340 min -.063 8 -.128 3 0 1 0 1 NC 1 NC 1 341 M96A 1 max .069 8 .234 8 0 12 0 12 NC 12 NC 12 342 min -.045 3 -.123 3 0 1 0 1 NC 1 NC 1 343 2 max .07 8 .24 8 0 12 0 12 NC 12 NC 12 344 min -.046 3 -.126 3 0 1 0 1 NC 1 NC 1 345 3 max .072 8 .245 8 0 12 0 12 NC 12 NC 12 346 min -.047 3 -.128 3 0 1 0 1 NC 1 NC 1 347 4 max .074 8 .25 8 0 12 0 12 NC 12 NC 12 348 min -.048 3 -.13 3 0 1 0 1 NC 1 NC 1 349 5 max .076 8 .254 8 0 12 0 12 NC 12 NC 12 350 min -.05 3 -.132 3 0 1 0 1 NC 1 NC 1 351 M97A 1 max .169 8 .216 8 0 12 0 12 NC 12 NC 12 352 min -.098 3 -.106 3 0 1 0 1 NC 1 NC 1 353 2 max .171 8 .216 8 0 12 0 12 NC 12 NC 12 354 min -.099 3 -.105 3 0 1 0 1 NC 1 NC 1 355 3 max .172 8 .216 8 0 12 0 12 NC 12 NC 12 356 1 1 1 min 1 -.1 1 3 1 -.104 1 3 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 40 1045 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x finl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 357 4 max .174 8 .214 8 0 12 0 12 NC 12 NC 12 358 min -.101 3 -.102 3 0 1 0 1 NC 1 NC 1 359 5 max .175 8 .213 8 0 12 0 12 NC 12 NC 12 360 min -.102 3 -.1 3 0 1 0 1 NC 1 NC 1 361 M98A 1 max .065 3 .351 3 0 12 0 12 NC 12 NC 12 362 min -.187 8 -.44 8 0 1 0 1 NC 1 NC 1 363 2 max .064 3 .341 3 0 12 0 12 NC 12 NC 12 364 min -.185 8 -.425 8 0 1 0 1 NC 1 NC 1 365 3 max .063 3 .33 3 0 12 0 12 NC 12 NC 12 366 min -.184 8 -.41 8 0 1 0 1 NC 1 NC 1 367 4 max .062 3 .319 3 0 12 0 12 NC 12 NC 12 368 min -.183 8 -.394 8 0 1 0 1 NC 1 NC 1 369 5 max .061 3 .308 3 0 12 0 12 NC 12 NC 12 370 min -.181 8 -.379 8 0 1 0 1 NC 1 NC 1 371 M99A 1 max -.011 2 .354 3 0 12 0 12 NC 12 NC 12 372 min -.084 10 -.499 8 0 1 0 1 NC 1 NC 1 373 2 max -.011 2 .365 3 0 12 0 12 NC 12 NC 12 374 min -.084 10 -.512 8 0 1 0 1 NC 1 NC 1 375 3 max -.012 2 .375 3 0 12 0 12 NC 12 NC 12 376 min -.084 10 -.524 8 0 1 0 1 7467.036 8 NC 1 377 4 max -.012 2 .384 3 0 12 0 12 NC 12 NC 12 378 min -.084 10 -.534 8 0 1 0 1 NC 1 NC 1 379 5 max -.012 2 .392 3 0 12 0 12 NC 12 NC 12 380 min -.084 10 -.544 8 0 1 0 1 NC 1 NC 1 381 M102A 1 max .034 3 .419 3 0 12 0 12 NC 12 NC 12 382 min -.15 8 -.548 8 0 1 0 1 NC 1 NC 1 383 2 max .033 3 .414 3 0 12 0 12 NC 12 NC 12 384 min -.148 8 -.539 8 0 1 0 1 NC 1 NC 1 385 3 max .032 3 .408 3 0 12 0 12 NC 12 NC 12 386 min -.146 8 -.529 8 0 1 0 1 9283.799 8 NC 1 387 4 max .031 3 .401 3 0 12 0 12 NC 12 NC 12 388 min -.144 8 -.518 8 0 1 0 1 NC 1 NC 1 389 5 max .029 3 .394 3 0 12 0 12 NC 12 NC 12 390 min -.142 8 -.505 8 0 1 0 1 NC 1 NC 1 391 M103A 1 max -.002 2 .42 3 0 12 0 12 NC 12 NC 12 392 min -.101 9 -.572 8 0 1 0 1 NC 1 NC 1 393 2 max -.003 2 .429 3 0 12 0 12 NC 10 NC 12 394 min -.099 9 -.583 8 0 1 0 1 3740.237 8 NC 1 395 3 max -.003 2 .435 3 0 12 0 12 NC 10 NC 12 396 min -.098 9 -.588 8 0 1 0 1 2816.359 8 NC 1 397 4 max -.004 2 .436 3 0 12 0 12 NC 11 NC 12 398 min -.096 9 -.585 8 0 1 0 1 5001.952 8 NC 1 399 5 max -.004 2 .436 3 0 12 0 12 NC 12 NC 12 400 min -.094 9 -.58 8 0 1 0 1 NC 1 NC 1 401 M98B 1 max .095 8 .247 8 0 12 0 12 NC 12 NC 12 402 min -.059 3 -.128 3 0 1 0 1 NC 1 NC 1 403 2 max .096 8 .25 8 0 12 0 12 NC 12 NC 12 404 min -.061 3 -.129 3 0 1 0 1 NC 1 NC 1 405 3 max .098 8 .253 8 0 12 0 12 NC 12 NC 12 406 min -.062 3 -.129 3 0 1 0 1 NC 1 NC 1 407 4 max .1 8 .254 8 0 12 0 12 NC 12 NC 12 408 min -.063 3 -.129 3 0 1 0 1 NC 1 NC 1 409 5 max .102 8 .255 8 0 12 0 12 NC 12 NC 12 410 min -.064 3 -.129 3 0 1 0 1 NC 1 NC 1 411 M99B 1 max .19 8 .199 8 0 12 0 12 NC 12 NC 12 412 min -.109 3 -.092 3 0 06 1 0 1 NC 1 NC 1 413 1 1 2 imaxi .192 1 8 1 .197 1 8 1 0 112 1 0 1 12 1 NC 1 12 1 NC LL2 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 41 1046 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 4141 1 min 1 -.11 3 -.089 3 0 1 0 1 NC 1 NC 1 415 3 max .194 8 .194 8 0 12 0 12 NC 12 NC 12 416 min -.111 3 -.086 3 0 1 0 1 NC 1 NC 1 417 4 max .195 8 .19 8 0 12 0 12 NC 12 NC 12 418 min -.112 3 -.083 3 0 1 0 1 NC 1 NC 1 419 5 max .197 8 .186 8 0 12 0 12 NC 12 NC 12 420 min -.113 3 -.078 3 0 1 0 1 NC 1 NC 1 421 M100A 1 max .102 3 .034 8 0 12 0 12 NC 12 NC 12 422 min -.09 8 -.1 3 0 1 0 1 NC 1 NC 1 423 2 max .101 3 .038 8 0 12 0 12 NC 12 NC 12 424 min -.088 8 -.102 3 0 1 0 1 NC 1 NC 1 425 3 max .1 3 .041 8 0 12 0 12 NC 12 NC 12 426 min -.087 8 -.104 3 0 1 0 1 NC 1 NC 1 427 4 max .099 3 .044 8 0 12 0 12 NC 12 NC 12 428 min -.086 8 -.105 3 0 1 0 1 NC 1 NC 1 429 5 max .098 3 .046 8 0 12 0 12 NC 12 NC 12 430 min -.084 8 -.106 3 0 1 0 1 NC 1 NC 1 431 M101A 1 max .05 3 .078 8 0 12 0 12 NC 12 NC 12 432 min -.057 8 -.132 3 0 1 0 1 NC 1 NC 1 433 2 max .048 3 .077 8 0 12 0 12 NC 12 NC 12 434 min -.056 8 -.13 3 0 1 0 1 NC 1 NC 1 435 3 max .047 3 .077 8 0 12 0 12 NC 12 NC 12 436 min -.055 8 -.128 3 0 1 0 1 NC 1 NC 1 437 4 max .046 3 .075 8 0 12 0 12 NC 12 NC 12 438 min -.053 8 -.126 3 0 1 0 1 NC 1 NC 1 439 5 max .045 3 .074 8 0 12 0 12 NC 12 NC 12 440 min -.052 8 -.123 3 0 1 0 1 NC 1 NC 1 441 M90 1 max .039 3 .262 8 0 12 0 12 NC 12 NC 12 442 min -.061 8 -.137 3 0 1 0 1 NC 1 NC 1 443 2 max .041 3 .257 8 0 12 0 12 NC 4 NC 12 444 min -.064 8 -.133 3 0 1 0 1 3293.328 12 NC 1 445 3 max .042 3 .246 8 0 12 0 12 NC 4 NC 12 446 min -.066 8 -.126 3 0 1 0 1 2276.388 12 NC 1 447 4 max .043 3 .226 8 0 12 0 12 NC 4 NC 12 448 min -.068 8 -.117 3 0 1 0 1 3763.537 12 NC 1 449 5 max .045 3 .203 8 0 12 0 12 NC 12 NC 12 450 min -.07 8 -.107 3 0 1 0 1 NC 1 NC 1 451 M96B 1 max .033 8 .049 3 0 12 0 12 NC 12 NC 12 452 min -.102 3 -.116 8 0 1 0 1 NC 1 NC 1 453 2 max .033 8 .094 3 0 12 0 12 NC 10 NC 12 454 min -.102 3 -.189 8 0 1 0 1 2095.58 8 NC 1 455 3 max .033 8 .138 3 0 12 0 12 NC 2 NC 12 456 min -.101 3 -.255 8 0 1 0 1 1175.47 8 NC 1 457 4 max .033 8 .165 3 0 12 0 12 NC 10 NC 12 458 min -.101 3 -.284 8 0 1 0 1 1949.23 8 NC 1 459 5 max .033 8 .187 3 0 12 0 12 NC 12 NC 12 460 min -.101 3 -.304 8 0 1 0 1 NC 1 NC 1 461 M94 1 max .026 8 .152 8 0 12 0 12 NC 12 NC 12 462 min -.022 3 -.08 3 0 1 0 1 NC 1 NC 1 463 2 max .029 8 .178 8 0 12 0 12 NC 12 NC 12 464 min -.023 3 -.094 3 0 1 0 1 9594.417 8 NC 1 465 3 max .032 8 .202 8 0 12 0 12 NC 11 NC 12 466 min -.025 3 -.107 3 0 1 0 1 6424.205 8 NC 1 467 4 max .036 8 .223 8 0 12 0 12 NC 11 NC 12 468 min -.027 3 -.118 3 0 1 0 1 7736.069 8 NC 1 469 5 max .039 8 .241 8 0 12 0 12 NC 12 NC 12 470 1 1 1 min 1 -.029 1 3 1 -.127 1 3 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 42 1047 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x finl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 471 1 M95B 1 max .022 3 .049 8 0 12 0 12 NC 12 NC 12 472 min -.035 8 -.08 3 0 1 0 1 NC 1 NC 1 473 2 max .021 3 .039 8 0 12 0 12 NC 12 NC 12 474 min -.034 8 -.064 3 0 1 0 1 NC 1 NC 1 475 3 max .02 3 .027 8 0 12 0 12 NC 12 NC 12 476 min -.033 8 -.046 3 0 1 0 1 NC 1 NC 1 477 4 max .019 3 .016 8 0 12 0 12 NC 12 NC 12 478 min -.032 8 -.028 3 0 1 0 1 NC 1 NC 1 479 5 max .018 3 .006 8 0 12 0 12 NC 12 NC 12 480 min -.031 8 -.012 3 0 1 0 1 NC 1 NC 1 481 M96C 1 max .044 3 .098 8 0 12 0 12 NC 12 NC 12 482 min -.07 8 -.051 3 0 1 0 1 NC 1 NC 1 483 2 max .044 3 .079 8 0 12 0 12 NC 12 NC 12 484 min -.069 8 -.041 3 0 1 0 1 NC 1 NC 1 485 3 max .044 3 .06 8 0 12 0 12 NC 12 NC 12 486 min -.068 8 -.031 3 0 1 0 1 NC 1 NC 1 487 4 max .043 3 .041 8 0 12 0 12 NC 12 NC 12 488 min -.068 8 -.021 3 0 1 0 1 NC 1 NC 1 489 5 max .043 3 .024 8 0 12 0 12 NC 12 NC 12 490 min -.067 8 -.012 3 0 1 0 1 NC 1 NC 1 491 M97B 1 max .048 8 .031 8 0 12 0 12 NC 12 NC 12 492 min -.044 3 -.051 3 0 1 0 1 NC 1 NC 1 493 2 max .048 8 .037 8 0 12 0 12 NC 12 NC 12 494 min -.044 3 -.067 3 0 1 0 1 9523.548 6 NC 1 495 3 max .048 8 .044 8 0 12 0 12 NC 12 NC 12 496 min -.044 3 -.082 3 0 1 0 1 6128.233 6 NC 1 497 4 max .049 8 .056 8 0 12 0 12 NC 12 NC 12 498 min -.044 3 -.096 3 0 1 0 1 NC 1 NC 1 499 5 max .049 8 .068 8 0 12 0 12 NC 12 NC 12 500 min -.043 3 -.108 3 0 1 0 1 NC 1 NC 1 501 M88 1 max .012 3 .031 8 0 12 0 12 NC 12 NC 12 502 min -.006 8 -.018 3 0 1 0 1 NC 1 NC 1 503 2 max .012 3 .035 8 0 12 0 12 NC 12 NC 12 504 min -.006 8 -.024 3 0 1 0 1 NC 1 NC 1 505 3 max .012 3 .039 8 0 12 0 12 NC 12 NC 12 506 min -.006 8 -.03 3 0 1 0 1 NC 1 NC 1 507 4 max .012 3 .042 8 0 12 0 12 NC 12 NC 12 508 min -.006 8 -.036 3 0 1 0 1 NC 1 NC 1 509 5 max .012 3 .046 8 0 12 0 12 NC 12 NC 12 510 min -.006 8 -.043 3 0 1 0 1 NC 1 NC 1 511 M89 1 max .012 3 .019 8 0 12 0 12 NC 12 NC 12 512 min -.024 8 -.018 3 0 1 0 1 NC 1 NC 1 513 2 max .012 3 .031 8 0 12 0 12 NC 12 NC 12 514 min -.024 8 -.024 3 0 1 0 1 NC 1 NC 1 515 3 max .012 3 .043 8 0 12 0 12 NC 12 NC 12 516 min -.024 8 -.03 3 0 1 0 1 NC 1 NC 1 517 4 max .012 3 .055 8 0 12 0 12 NC 12 NC 12 518 min -.024 8 -.036 3 0 1 0 1 NC 1 NC 1 519 5 max .012 3 .067 8 0 12 0 12 NC 12 NC 12 520 min -.024 8 -.043 3 0 1 0 1 NC 1 NC 1 521 M3 1 max .436 3 0 12 .107 9 0 12 NC 12 NC 12 522 min -.576 8 0 1 0 1 0 1 NC 1 NC 1 523 2 max .436 3 0 12 .108 9 0 12 NC 12 NC 12 524 min -.576 8 0 1 0 1 0 1 NC 1 NC 1 525 3 max .436 3 0 12 .108 9 0 12 NC 12 NC 12 526 min -.577 8 0 1 0 1 0 1 NC 1 NC 1 527 1 1 4 imaxi .436 1 3 1 0 1 12 1 .109 1 9 1 0 1 12 1 NC 1 12 1 NC 1 12 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 43 1048 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 5281 1 min 1 -.577 8 0 1 0 1 0 1 NC 1 NC 1 529 5 max .436 3 0 12 .11 9 0 12 NC 12 NC 12 530 min -.577 8 0 1 0 1 0 1 NC 1 NC 1 531 M8 1 max .037 3 .06 8 0 12 0 12 NC 12 NC 12 532 min -.006 8 -.074 3 0 1 0 1 NC 1 NC 1 533 2 max .037 3 .066 8 0 12 0 12 NC 12 NC 12 534 min -.007 8 -.084 3 0 1 0 1 NC 1 NC 1 535 3 max .038 3 .072 8 0 12 0 12 NC 12 NC 12 536 min -.008 8 -.093 3 0 1 0 1 NC 1 NC 1 537 4 max .038 3 .078 8 0 12 0 12 NC 12 NC 12 538 min -.008 8 -.101 3 0 1 0 1 NC 1 NC 1 539 5 max .039 3 .083 8 0 12 0 12 NC 12 NC 12 540 min -.009 8 -.109 3 0 1 0 1 NC 1 NC 1 541 M9 1 max .081 8 .019 8 0 12 0 12 NC 12 NC 12 542 min -.103 3 -.053 3 0 1 0 1 NC 1 NC 1 543 2 max .082 8 .023 8 0 12 0 12 NC 12 NC 12 544 min -.104 3 -.06 3 0 1 0 1 NC 1 NC 1 545 3 max .083 8 .027 8 0 12 0 12 NC 12 NC 12 546 min -.105 3 -.066 3 0 1 0 1 NC 1 NC 1 547 4 max .084 8 .029 8 0 12 0 12 NC 12 NC 12 548 min -.105 3 -.071 3 0 1 0 1 NC 1 NC 1 549 5 max .084 8 .032 8 0 12 0 12 NC 12 NC 12 550 min -.106 3 -.077 3 0 1 0 1 NC 1 NC 1 551 M10 1 max .063 3 .088 8 0 12 0 12 NC 12 NC 12 552 min -.021 8 -.115 3 0 1 0 1 NC 1 NC 1 553 2 max .063 3 .09 8 0 12 0 12 NC 12 NC 12 554 min -.022 8 -.119 3 0 1 0 1 NC 1 NC 1 555 3 max .063 3 .091 8 0 12 0 12 NC 12 NC 12 556 min -.022 8 -.123 3 0 1 0 1 NC 1 NC 1 557 4 max .063 3 .091 8 0 12 0 12 NC 12 NC 12 558 min -.022 8 -.125 3 0 1 0 1 NC 1 NC 1 559 5 max .063 3 .091 8 0 12 0 12 NC 12 NC 12 560 min -.022 8 -.127 3 0 1 0 1 NC 1 NC 1 561 M11 1 max .094 8 .007 8 0 12 0 12 NC 12 NC 12 562 min -.136 3 -.042 3 0 1 0 1 NC 1 NC 1 563 2 max .094 8 .007 8 0 12 0 12 NC 12 NC 12 564 min -.136 3 -.043 3 0 1 0 1 NC 1 NC 1 565 3 max .095 8 .005 8 0 12 0 12 NC 12 NC 12 566 min -.137 3 -.044 3 0 1 0 1 NC 1 NC 1 567 4 max .096 8 .002 8 0 12 0 12 NC 12 NC 12 568 min -.137 3 -.044 3 0 1 0 1 NC 1 NC 1 569 5 max .096 8 -.002 8 0 12 0 12 NC 12 NC 12 570 min -.137 3 -.043 3 0 1 0 1 NC 1 NC 1 571 M12 1 max .027 10 .094 8 0 12 0 12 NC 12 NC 12 572 min 0 1 -.143 3 0 1 0 1 NC 1 NC 1 573 2 max .027 10 .09 8 0 12 0 12 NC 12 NC 12 574 min 0 1 -.142 3 0 1 0 1 NC 1 NC 1 575 3 max .027 10 .085 8 0 12 0 12 NC 12 NC 12 576 min 0 1 -.139 3 0 1 0 1 NC 1 NC 1 577 4 max .026 10 .079 8 0 12 0 12 NC 12 NC 12 578 min 0 1 -.136 3 0 1 0 1 NC 1 NC 1 579 5 max .026 10 .072 8 0 12 0 12 NC 12 NC 12 580 min 0 1 -.132 3 0 1 0 1 NC 1 NC 1 581 M13 1 max .065 8 .018 3 0 12 0 12 NC 12 NC 12 582 min -.132 3 -.038 8 0 1 0 1 NC 1 NC 1 583 2 max .065 8 .023 3 0 12 0 12 NC 12 NC 12 584 1 1 1 min 1 -.132 1 3 1 -.045 1 8 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 44 1049 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x finl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 5857 3 max .065 8 .027 3 0 12 0 12 NC 12 NC 12 586 min -.132 3 -.053 8 0 1 0 1 NC 1 NC 1 587 4 max .066 8 .033 3 0 12 0 12 NC 12 NC 12 588 min -.132 3 -.062 8 0 1 0 1 NC 1 NC 1 589 5 max .066 8 .039 3 0 12 0 12 NC 12 NC 12 590 min -.132 3 -.072 8 0 1 0 1 NC 1 NC 1 591 M14 1 max .096 8 .016 8 0 12 0 12 NC 12 NC 12 592 min -.105 3 -.089 3 0 1 0 1 NC 1 NC 1 593 2 max .098 8 0 8 0 12 0 12 NC 12 NC 12 594 min -.106 3 -.079 10 0 1 0 1 6650.665 8 NC 1 595 3 max .099 8 -.014 2 0 12 0 12 NC 11 NC 12 596 min -.107 3 -.08 10 0 1 0 1 4280.328 8 NC 1 597 4 max .1 8 -.01 2 0 12 0 12 NC 11 NC 12 598 min -.108 3 -.08 10 0 1 0 1 5006.916 8 NC 1 599 5 max .101 8 -.006 2 0 12 0 12 NC 12 NC 12 600 min -.109 3 -.081 10 0 1 0 1 NC 1 NC 1 601 M15 1 max -.016 2 .089 3 0 12 0 12 NC 12 NC 12 602 min -.09 10 -.119 8 0 1 0 1 NC 1 NC 1 603 2 max -.016 2 .111 3 0 12 0 12 NC 12 NC 12 604 min -.09 10 -.15 8 0 1 0 1 NC 1 NC 1 605 3 max -.016 2 .132 3 0 12 0 12 NC 12 NC 12 606 min -.09 10 -.18 8 0 1 0 1 NC 1 NC 1 607 4 max -.015 2 .154 3 0 12 0 12 NC 12 NC 12 608 min -.089 10 -.209 8 0 1 0 1 NC 1 NC 1 609 5 max -.015 2 .177 3 0 12 0 12 NC 12 NC 12 610 min -.089 10 -.24 8 0 1 0 1 NC 1 NC 1 611 M16 1 max .197 8 .028 3 0 12 0 12 NC 12 NC 12 612 min -.186 3 -.141 8 0 1 0 1 NC 1 NC 1 613 2 max .198 8 .046 3 0 12 0 12 NC 12 NC 12 614 min -.187 3 -.165 8 0 1 0 1 NC 1 NC 1 615 3 max .199 8 .063 3 0 12 0 12 NC 12 NC 12 616 min -.188 3 -.188 8 0 1 0 1 NC 1 NC 1 617 4 max .2 8 .079 3 0 12 0 12 NC 12 NC 12 618 min -.188 3 -.21 8 0 1 0 1 NC 1 NC 1 619 5 max .201 8 .096 3 0 12 0 12 NC 12 NC 12 620 min -.189 3 -.231 8 0 1 0 1 NC 1 NC 1 621 M17 1 max .05 3 .206 3 0 12 0 12 NC 12 NC 12 622 min -.179 8 -.249 8 0 1 0 1 NC 1 NC 1 623 2 max .05 3 .223 3 0 12 0 12 NC 12 NC 12 624 min -.179 8 -.27 8 0 1 0 1 NC 1 NC 1 625 3 max .051 3 .24 3 0 12 0 12 NC 12 NC 12 626 min -.18 8 -.293 8 0 1 0 1 NC 1 NC 1 627 4 max .051 3 .257 3 0 12 0 12 NC 12 NC 12 628 min -.18 8 -.316 8 0 1 0 1 NC 1 NC 1 629 5 max .052 3 .274 3 0 12 0 12 NC 12 NC 12 630 min -.181 8 -.339 8 0 1 0 1 NC 1 NC 1 631 M18 1 max .263 8 .137 3 0 12 0 12 NC 12 NC 12 632 min -.243 3 -.28 8 0 1 0 1 NC 1 NC 1 633 2 max .263 8 .154 3 0 12 0 12 NC 12 NC 12 634 min -.243 3 -.302 8 0 1 0 1 NC 1 NC 1 635 3 max .264 8 .169 3 0 12 0 12 NC 12 NC 12 636 min -.244 3 -.322 8 0 1 0 1 8033.038 8 NC 1 637 4 max .265 8 .184 3 0 12 0 12 NC 12 NC 12 638 min -.244 3 -.341 8 0 1 0 1 9776.098 8 NC 1 639 5 max .265 8 .198 3 0 12 0 12 NC 12 NC 12 640 min -.245 3 -.358 8 0 06 1 0 1 NC 1 NC 1 641 1 M19 1 1 imaxi .137 1 3 1 .283 1 3 1 0 112 1 0 1 12 1 NC 1 12 1 NC LL21 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 45 1050 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 6421 1 min 1 -.289 8 -.339 8 0 1 0 1 NC 1 NC 1 643 2 max .138 3 .296 3 0 12 0 12 NC 12 NC 12 644 min -.289 8 -.356 8 0 1 0 1 NC 1 NC 1 645 3 max .138 3 .31 3 0 12 0 12 NC 12 NC 12 646 min -.29 8 -.374 8 0 1 0 1 NC 1 NC 1 647 4 max .139 3 .325 3 0 12 0 12 NC 12 NC 12 648 min -.29 8 -.393 8 0 1 0 1 NC 1 NC 1 649 5 max .139 3 .338 3 0 12 0 12 NC 12 NC 12 650 min -.29 8 -.41 8 0 1 0 1 NC 1 NC 1 651 M20 1 max .295 8 .24 3 0 12 0 12 NC 12 NC 12 652 min -.275 3 -.407 8 0 1 0 1 NC 1 NC 1 653 2 max .296 8 .252 3 0 12 0 12 NC 12 NC 12 654 min -.276 3 -.421 8 0 1 0 1 NC 1 NC 1 655 3 max .296 8 .263 3 0 12 0 12 NC 12 NC 12 656 min -.276 3 -.434 8 0 1 0 1 NC 1 NC 1 657 4 max .296 8 .272 3 0 12 0 12 NC 12 NC 12 658 min -.276 3 -.446 8 0 1 0 1 NC 1 NC 1 659 5 max .297 8 .282 3 0 12 0 12 NC 12 NC 12 660 min -.276 3 -.457 8 0 1 0 1 NC 1 NC 1 661 M21 1 max .212 3 .333 3 0 12 0 12 NC 12 NC 12 662 min -.378 8 -.392 8 0 1 0 1 NC 1 NC 1 663 2 max .213 3 .342 3 0 12 0 12 NC 12 NC 12 664 min -.379 8 -.404 8 0 1 0 1 NC 1 NC 1 665 3 max .213 3 .351 3 0 12 0 12 NC 12 NC 12 666 min -.379 8 -.415 8 0 1 0 1 9806.47 8 NC 1 667 4 max .213 3 .358 3 0 12 0 12 NC 12 NC 12 668 min -.379 8 -.424 8 0 1 0 1 NC 1 NC 1 669 5 max .213 3 .365 3 0 12 0 12 NC 12 NC 12 670 min -.38 8 -.432 8 0 1 0 1 NC 1 NC 1 671 M22 1 max .178 8 .369 3 0 12 0 12 NC 12 NC 12 672 min -.205 3 -.547 8 0 1 0 1 NC 1 NC 1 673 2 max .178 8 .376 3 0 12 0 12 NC 12 NC 12 674 min -.205 3 -.554 8 0 1 0 1 9110.661 8 NC 1 675 3 max .178 8 .381 3 0 12 0 12 NC 12 NC 12 676 min -.205 3 -.557 8 0 1 0 1 7561.907 8 NC 1 677 4 max .179 8 .384 3 0 12 0 12 NC 12 NC 12 678 min -.206 3 -.559 8 0 1 0 1 NC 1 NC 1 679 5 max .179 8 .384 3 0 12 0 12 NC 12 NC 12 680 min -.206 3 -.558 8 0 1 0 1 NC 1 NC 1 681 M23 1 max .206 3 .384 3 0 12 0 12 NC 12 NC 12 682 min -.365 8 -.458 8 0 1 0 1 NC 1 NC 1 683 2 max .206 3 .384 3 0 12 0 12 NC 12 NC 12 684 min -.365 8 -.456 8 0 1 0 1 NC 1 NC 1 685 3 max .205 3 .381 3 0 12 0 12 NC 12 NC 12 686 min -.365 8 -.452 8 0 1 0 1 7390.455 8 NC 1 687 4 max .205 3 .376 3 0 12 0 12 NC 12 NC 12 688 min -.364 8 -.446 8 0 1 0 1 9097.79 8 NC 1 689 5 max .205 3 .369 3 0 12 0 12 NC 12 NC 12 690 min -.364 8 -.437 8 0 1 0 1 NC 1 NC 1 691 M24 1 max .19 8 .365 3 0 12 0 12 NC 12 NC 12 692 min -.213 3 -.536 8 0 1 0 1 NC 1 NC 1 693 2 max .19 8 .358 3 0 12 0 12 NC 12 NC 12 694 min -.213 3 -.526 8 0 1 0 1 NC 1 NC 1 695 3 max .189 8 .35 3 0 12 0 12 NC 12 NC 12 696 min -.213 3 -.515 8 0 1 0 1 NC 1 NC 1 697 4 max .189 8 .342 3 0 12 0 12 NC 12 NC 12 698 1 1 1 min 1 -.213 1 3 1 -.503 1 8 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 46 1051 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x finl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 6997 5 max .189 8 .333 3 0 12 0 12 NC 12 NC 12 700 min -.212 3 -.49 8 0 1 0 1 NC 1 NC 1 701 M25 1 max .276 3 .282 3 0 12 0 12 NC 12 NC 12 702 min -.435 8 -.294 8 0 1 0 1 NC 1 NC 1 703 2 max .276 3 .272 3 0 12 0 12 NC 12 NC 12 704 min -.434 8 -.281 8 0 1 0 1 NC 1 NC 1 705 3 max .276 3 .263 3 0 12 0 12 NC 12 NC 12 706 min -.434 8 -.268 8 0 1 0 1 NC 1 NC 1 707 4 max .275 3 .252 3 0 12 0 12 NC 12 NC 12 708 min -.434 8 -.254 8 0 1 0 1 NC 1 NC 1 709 5 max .275 3 .24 3 0 12 0 12 NC 12 NC 12 710 min -.433 8 -.239 8 0 1 0 1 NC 1 NC 1 711 M26 1 max .087 8 .338 3 0 12 0 12 NC 12 NC 12 712 min -.139 3 -.487 8 0 1 0 1 NC 1 NC 1 713 2 max .086 8 .325 3 0 12 0 12 NC 12 NC 12 714 min -.139 3 -.469 8 0 1 0 1 NC 1 NC 1 715 3 max .086 8 .31 3 0 12 0 12 NC 12 NC 12 716 min -.138 3 -.449 8 0 1 0 1 NC 1 NC 1 717 4 max .085 8 .296 3 0 12 0 12 NC 12 NC 12 718 min -.138 3 -.43 8 0 1 0 1 NC 1 NC 1 719 5 max .085 8 .283 3 0 12 0 12 NC 12 NC 12 720 min -.137 3 -.412 8 0 1 0 1 NC 1 NC 1 721 M27 1 max .244 3 .198 3 0 12 0 12 NC 12 NC 12 722 min -.382 8 -.176 8 0 1 0 1 NC 1 NC 1 723 2 max .244 3 .184 3 0 12 0 12 NC 12 NC 12 724 min -.381 8 -.158 8 0 1 0 1 NC 1 NC 1 725 3 max .244 3 .169 3 0 12 0 12 NC 12 NC 12 726 min -.381 8 -.139 8 0 1 0 1 9056.952 8 NC 1 727 4 max .243 3 .154 3 0 12 0 12 NC 12 NC 12 728 min -.38 8 -.118 8 0 1 0 1 NC 1 NC 1 729 5 max .243 3 .137 3 0 12 0 12 NC 12 NC 12 730 min -.379 8 -.096 8 0 1 0 1 NC 1 NC 1 731 M28 1 max -.013 2 .274 3 0 12 0 12 NC 12 NC 12 732 min -.083 10 -.39 8 0 1 0 1 NC 1 NC 1 733 2 max -.013 2 .257 3 0 12 0 12 NC 12 NC 12 734 min -.083 10 -.367 8 0 1 0 1 NC 1 NC 1 735 3 max -.013 2 .24 3 0 12 0 12 NC 12 NC 12 736 min -.083 10 -.343 8 0 1 0 1 NC 1 NC 1 737 4 max -.013 2 .223 3 0 12 0 12 NC 12 NC 12 738 min -.083 10 -.321 8 0 1 0 1 NC 1 NC 1 739 5 max -.013 2 .206 3 0 12 0 12 NC 12 NC 12 740 min -.083 10 -.299 8 0 1 0 1 NC 1 NC 1 741 M29 1 max .189 3 .096 3 0 12 0 12 NC 12 NC 12 742 min -.299 8 -.036 8 0 1 0 1 NC 1 NC 1 743 2 max .188 3 .079 3 0 12 0 12 NC 12 NC 12 744 min -.298 8 -.015 8 0 1 0 1 NC 1 NC 1 745 3 max .188 3 .077 10 0 12 0 12 NC 12 NC 12 746 min -.297 8 .006 8 0 1 0 1 NC 1 NC 1 747 4 max .187 3 .076 10 0 12 0 12 NC 12 NC 12 748 min -.296 8 .012 1 0 1 0 1 NC 1 NC 1 749 5 max .186 3 .075 9 0 12 0 12 NC 12 NC 12 750 min -.295 8 .008 1 0 1 0 1 NC 1 NC 1 751 M30 1 max .065 3 .177 3 0 12 0 12 NC 12 NC 12 752 min -.188 8 -.233 8 0 1 0 1 NC 1 NC 1 753 2 max .066 3 .154 3 0 12 0 12 NC 12 NC 12 754 min -.19 8 -.203 8 0 06 1 0 1 NC 1 NC 1 755 1 1 3 imaxi .068 1 3 1 .132 1 3 1 0 112 1 0 1 12 1 NC 1 12 1 NC LL2 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 47 1052 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 7561 1 min 1 -.191 8 -.174 8 0 1 0 1 NC 1 NC 1 757 4 max .069 3 .111 3 0 12 0 12 NC 12 NC 12 758 min -.193 8 -.147 8 0 1 0 1 NC 1 NC 1 759 5 max .07 3 .089 3 0 12 0 12 NC 12 NC 12 760 min -.194 8 -.119 8 0 1 0 1 NC 1 NC 1 761 M31 1 max .109 3 .135 8 0 12 0 12 NC 12 NC 12 762 min -.183 8 -.031 3 0 1 0 1 NC 1 NC 1 763 2 max .108 3 .159 8 0 12 0 12 NC 11 NC 12 764 min -.182 8 -.049 3 0 1 0 1 5102.833 8 NC 1 765 3 max .107 3 .178 8 0 12 0 12 NC 11 NC 12 766 min -.18 8 -.065 3 0 1 0 1 4148.277 8 NC 1 767 4 max .106 3 .193 8 0 12 0 12 NC 11 NC 12 768 min -.179 8 -.078 3 0 1 0 1 6050.683 8 NC 1 769 5 max .105 3 .205 8 0 12 0 12 NC 12 NC 12 770 min -.178 8 -.089 3 0 1 0 1 NC 1 NC 1 771 M32 1 max .132 3 .039 3 0 12 0 12 NC 12 NC 12 772 min -.268 8 -.037 8 0 1 0 1 NC 1 NC 1 773 2 max .132 3 .033 3 0 12 0 12 NC 12 NC 12 774 min -.268 8 -.03 8 0 1 0 1 NC 1 NC 1 775 3 max .132 3 .027 3 0 12 0 12 NC 12 NC 12 776 min -.268 8 -.025 8 0 1 0 1 NC 1 NC 1 777 4 max .132 3 .023 3 0 12 0 12 NC 12 NC 12 778 min -.268 8 -.02 8 0 1 0 1 NC 1 NC 1 779 5 max .132 3 .018 3 0 12 0 12 NC 12 NC 12 780 min -.268 8 -.016 8 0 1 0 1 NC 1 NC 1 781 M33 1 max .051 12 .264 8 0 12 0 12 NC 12 NC 12 782 min -.014 3 -.132 3 0 1 0 1 NC 1 NC 1 783 2 max .051 12 .266 8 0 12 0 12 NC 12 NC 12 784 min -.015 3 -.136 3 0 1 0 1 NC 1 NC 1 785 3 max .052 12 .268 8 0 12 0 12 NC 12 NC 12 786 min -.015 3 -.139 3 0 1 0 1 NC 1 NC 1 787 4 max .052 12 .269 8 0 12 0 12 NC 12 NC 12 788 min -.015 3 -.141 3 0 1 0 1 NC 1 NC 1 789 5 max .052 12 .269 8 0 12 0 12 NC 12 NC 12 790 min -.015 3 -.143 3 0 1 0 1 NC 1 NC 1 791 M34 1 max .137 3 .103 8 0 12 0 12 NC 12 NC 12 792 min -.254 8 -.043 3 0 1 0 1 NC 1 NC 1 793 2 max .137 3 .101 8 0 12 0 12 NC 12 NC 12 794 min -.254 8 -.044 3 0 1 0 1 NC 1 NC 1 795 3 max .137 3 .098 8 0 12 0 12 NC 12 NC 12 796 min -.253 8 -.044 3 0 1 0 1 NC 1 NC 1 797 4 max .136 3 .095 8 0 12 0 12 NC 12 NC 12 798 min -.253 8 -.043 3 0 1 0 1 NC 1 NC 1 799 5 max .136 3 .091 8 0 12 0 12 NC 12 NC 12 800 min -.253 8 -.042 3 0 1 0 1 NC 1 NC 1 801 M35 1 max .131 8 .234 8 0 12 0 12 NC 12 NC 12 802 min -.063 3 -.127 3 0 1 0 1 NC 1 NC 1 803 2 max .131 8 .23 8 0 12 0 12 NC 11 NC 12 804 min -.063 3 -.125 3 0 1 0 1 8357.157 8 NC 1 805 3 max .131 8 .223 8 0 12 0 12 NC 11 NC 12 806 min -.063 3 -.123 3 0 1 0 1 6978.544 8 NC 1 807 4 max .131 8 .215 8 0 12 0 12 NC 12 NC 12 808 min -.063 3 -.119 3 0 1 0 1 NC 1 NC 1 809 5 max .131 8 .206 8 0 12 0 12 NC 12 NC 12 810 min -.063 3 -.115 3 0 1 0 1 NC 1 NC 1 811 M36 1 max .106 3 .155 8 0 12 0 12 NC 12 NC 12 812 1 1 1 min 1 -.188 1 8 1 -.076 1 3 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 48 1053 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z finl LC x Rotate fr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 8137 2 max .105 3 .145 8 0 12 0 12 NC 12 NC 12 814 min -.187 8 -.071 3 0 1 0 1 NC 1 NC 1 815 3 max .105 3 .134 8 0 12 0 12 NC 12 NC 12 816 min -.186 8 -.066 3 0 1 0 1 NC 1 NC 1 817 4 max .104 3 .123 8 0 12 0 12 NC 12 NC 12 818 min -.186 8 -.06 3 0 1 0 1 NC 1 NC 1 819 5 max .104 3 .109 8 0 12 0 12 NC 12 NC 12 820 min -.185 8 -.052 3 0 1 0 1 NC 1 NC 1 821 M37 1 max .085 8 .197 8 0 12 0 12 NC 12 NC 12 822 min -.039 3 -.109 3 0 1 0 1 NC 1 NC 1 823 2 max .084 8 .182 8 0 12 0 12 NC 12 NC 12 824 min -.038 3 -.101 3 0 1 0 1 NC 1 NC 1 825 3 max .083 8 .166 8 0 12 0 12 NC 12 NC 12 826 min -.038 3 -.093 3 0 1 0 1 NC 1 NC 1 827 4 max .082 8 .149 8 0 12 0 12 NC 12 NC 12 828 min -.037 3 -.084 3 0 1 0 1 NC 1 NC 1 829 5 max .081 8 .131 8 0 12 0 12 NC 12 NC 12 830 min -.037 3 -.074 3 0 1 0 1 NC 1 NC 1 831 M91 1 max .122 3 .077 3 0 12 0 12 NC 12 NC 12 832 min -.061 8 -.075 8 0 1 0 1 NC 1 NC 1 833 2 max .121 3 .076 3 0 12 0 12 NC 12 NC 12 834 min -.06 8 -.072 8 0 1 0 1 NC 1 NC 1 835 3 max .121 3 .075 3 0 12 0 12 NC 12 NC 12 836 min -.06 8 -.069 8 0 1 0 1 NC 1 NC 1 837 4 max .121 3 .074 3 0 12 0 12 NC 12 NC 12 838 min -.06 8 -.066 8 0 1 0 1 NC 1 NC 1 839 5 max .121 3 .073 3 0 12 0 12 NC 12 NC 12 840 min -.059 8 -.063 8 0 1 0 1 NC 1 NC 1 841 M92 1 max .057 10 .095 8 0 12 0 12 NC 12 NC 12 842 min .007 1 -.131 3 0 1 0 1 NC 1 NC 1 843 2 max .057 10 .088 8 0 12 0 12 NC 12 NC 12 844 min .007 1 -.127 3 0 1 0 1 NC 1 NC 1 845 3 max .057 10 .081 8 0 12 0 12 NC 12 NC 12 846 min .007 1 -.122 3 0 1 0 1 NC 1 NC 1 847 4 max .057 10 .073 8 0 12 0 12 NC 12 NC 12 848 min .007 1 -.117 3 0 1 0 1 NC 1 NC 1 849 5 max .057 10 .066 8 0 12 0 12 NC 12 NC 12 850 min .007 1 -.112 3 0 1 0 1 NC 1 NC 1 851 M93 1 max .113 8 .083 8 0 12 0 12 NC 12 NC 12 852 min -.042 3 -.136 3 0 1 0 1 NC 1 NC 1 853 2 max .113 8 .073 8 0 12 0 12 NC 12 NC 12 854 min -.042 3 -.128 3 0 1 0 1 NC 1 NC 1 855 3 max .114 8 .063 8 0 12 0 12 NC 12 NC 12 856 min -.042 3 -.121 3 0 1 0 1 9798.852 8 NC 1 857 4 max .114 8 .053 8 0 12 0 12 NC 12 NC 12 858 min -.043 3 -.114 3 0 1 0 1 7719.276 8 NC 1 859 5 max .114 8 .04 8 0 12 0 12 NC 12 NC 12 860 min -.043 3 -.105 3 0 1 0 1 NC 1 NC 1 861 M95 1 max .122 3 .077 3 0 12 0 12 NC 12 NC 12 862 min -.243 8 -.127 8 0 1 0 1 NC 1 NC 1 863 2 max .121 3 .076 3 0 12 0 12 NC 12 NC 12 864 min -.242 8 -.128 8 0 1 0 1 NC 1 NC 1 865 3 max .121 3 .075 3 0 12 0 12 NC 12 NC 12 866 min -.242 8 -.128 8 0 1 0 1 NC 1 NC 1 867 4 max .121 3 .074 3 0 12 0 12 NC 12 NC 12 868 min -.241 8 -.129 8 0 IL 1 0 1 NC 1 NC 1 869 1 1 5 imaxi .121 1 3 1 .073 1 3 1 0 112 1 0 1 12 1 NC 1 12 1 NC LL21 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 49 1054 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) Apr 16, 2021 4:06 PM Checked By: PSE Member Sec x rinl LC v [in] LC z rinl LC x Rotate rr... LC (n) L/v' Ratio LC (n) L/z' Ratio LC 8701 1 min 1 -.241 8 -.129 8 0 1 0 1 NC 1 NC 1 871 M96 1 max .041 3 .243 8 0 12 0 12 NC 12 NC 12 872 min -.119 8 -.131 3 0 1 0 1 NC 1 NC 1 873 2 max .041 3 .238 8 0 12 0 12 NC 12 NC 12 874 min -.119 8 -.127 3 0 1 0 1 NC 1 NC 1 875 3 max .041 3 .233 8 0 12 0 12 NC 12 NC 12 876 min -.118 8 -.122 3 0 1 0 1 NC 1 NC 1 877 4 max .04 3 .228 8 0 12 0 12 NC 12 NC 12 878 min -.118 8 -.117 3 0 1 0 1 NC 1 NC 1 879 5 max .04 3 .222 8 0 12 0 12 NC 12 NC 12 880 min -.117 8 -.112 3 0 1 0 1 NC 1 NC 1 881 M97 1 max .005 8 .266 8 0 12 0 12 NC 12 NC 12 882 min -.044 10 -.136 3 0 1 0 1 NC 1 NC 1 883 2 max .006 8 .256 8 0 12 0 12 NC 12 NC 12 884 min -.044 10 -.128 3 0 1 0 1 NC 1 NC 1 885 3 max .006 8 .248 8 0 12 0 12 NC 12 NC 12 886 min -.044 10 -.121 3 0 1 0 1 NC 1 NC 1 887 4 max .006 8 .239 8 0 12 0 12 NC 12 NC 12 888 min -.044 10 -.114 3 0 1 0 1 8987.465 8 NC 1 889 5 max .007 8 .227 8 0 12 0 12 NC 12 NC 12 890 min -.044 10 -.105 3 0 1 0 1 NC 1 NC 1 891 M102B 1 max .132 3 .05 3 0 12 0 12 NC 12 NC 12 892 min -.254 8 -.076 8 0 1 0 1 NC 1 NC 1 893 2 max .132 3 .051 3 0 12 0 12 NC 12 NC 12 894 min -.254 8 -.08 8 0 1 0 1 NC 1 NC 1 895 3 max .132 3 .052 3 0 12 0 12 NC 12 NC 12 896 min -.253 8 -.084 8 0 1 0 1 NC 1 NC 1 897 4 max .131 3 .053 3 0 12 0 12 NC 12 NC 12 898 min -.253 8 -.088 8 0 1 0 1 NC 1 NC 1 899 5 max .131 3 .055 3 0 12 0 12 NC 12 NC 12 900 min -.253 8 -.091 8 0 1 0 1 NC 1 NC 1 901 M103B 1 max .09 3 .194 8 0 12 0 12 NC 12 NC 12 902 min -.196 8 -.11 3 0 1 0 1 NC 1 NC 1 903 2 max .09 3 .191 8 0 12 0 12 NC 12 NC 12 904 min -.196 8 -.107 3 0 1 0 1 NC 1 NC 1 905 3 max .09 3 .189 8 0 12 0 12 NC 12 NC 12 906 min -.196 8 -.104 3 0 1 0 1 NC 1 NC 1 907 4 max .09 3 .186 8 0 12 0 12 NC 12 NC 12 908 min -.196 8 -.101 3 0 1 0 1 NC 1 NC 1 909 5 max .09 3 .184 8 0 12 0 12 NC 12 NC 12 910 min -.196 8 -.098 3 0 1 0 1 NC 1 NC 1 911 M104A 1 max .09 3 .092 8 0 12 0 12 NC 12 NC 12 912 min -.026 8 -.11 3 0 1 0 1 NC 1 NC 1 913 2 max .09 3 .087 8 0 12 0 12 NC 12 NC 12 914 min -.026 8 -.107 3 0 1 0 1 NC 1 NC 1 915 3 max .09 3 .082 8 0 12 0 12 NC 12 NC 12 916 min -.026 8 -.104 3 0 1 0 1 NC 1 NC 1 917 4 max .09 3 .076 8 0 12 0 12 NC 12 NC 12 918 min -.026 8 -.101 3 0 1 0 1 NC 1 NC 1 919 5 max .09 3 .071 8 0 12 0 12 NC 12 NC 12 920 min -.026 8 -.098 3 0 1 0 1 NC 1 NC 1 921 M105A 1 max .132 3 .05 3 0 12 0 12 NC 12 NC 12 922 min -.077 8 -.057 8 0 1 0 1 NC 1 NC 1 923 2 max .132 3 .051 3 0 12 0 12 NC 12 NC 12 924 min -.077 8 -.057 8 0 1 0 1 NC 1 NC 1 925 3 max .132 3 .052 3 0 12 0 12 NC 12 NC 12 926 1 1 1 min 1 -.077 1 8 1 -.055 1 8 1 0 1 1 1 0 1 1 1 NC 1 1 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 50 1055 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40xl30xl7 Al Roof Trusses Envelope Member Section Deflections Service (Continued) KA-h- Aor v rinl 1 r. v rinl I (: 7 rinl I r v Pmto rr I (: /n\ I hi' Rafin I (. (nl 1 /7' Rafin I (: 9277 4 max .132 3 .053 3 0 12 0 12 NC 12 NC 12 928 min -.077 8 -.055 8 0 1 0 1 NC 1 NC 1 929 5 max .131 3 .054 3 0 12 0 12 NC 12 NC 12 930 min -.077 8 -.054 8 0 1 0 1 NC 1 NC 1 931 M98 1 max .069 3 .096 8 0 12 0 12 NC 12 NC 12 932 min -.121 8 -.045 3 0 1 0 1 NC 1 NC 1 933 2 max .069 3 .079 8 0 12 0 12 NC 12 NC 12 934 min -.12 8 -.036 3 0 1 0 1 NC 1 NC 1 935 3 max .068 3 .063 8 0 12 0 12 NC 12 NC 12 936 min -.119 8 -.027 3 0 1 0 1 NC 1 NC 1 937 4 max .068 3 .048 12 0 12 0 12 NC 11 NC 12 938 min -.118 8 -.018 3 0 1 0 1 9593.252 12 NC 1 939 5 max .067 3 .032 12 0 12 0 12 NC 12 NC 12 940 min -.117 8 -.008 3 0 1 0 1 NC 1 NC 1 941 M99 1 max .016 9 .12 8 0 12 0 12 NC 12 NC 12 942 min .003 1 -.068 3 0 1 0 1 NC 1 NC 1 943 2 max .015 9 .096 8 0 12 0 12 NC 12 NC 12 944 min .003 8 -.055 3 0 1 0 1 NC 1 NC 1 945 3 max .014 9 .073 8 0 12 0 12 NC 12 NC 12 946 min .002 8 -.043 3 0 1 0 1 NC 1 NC 1 947 4 max .013 9 .051 8 0 12 0 12 NC 12 NC 12 948 min 0 8 -.031 3 0 1 0 1 NC 1 NC 1 949 5 max .012 10 .031 8 0 12 0 12 NC 12 NC 12 950 min 0 8 -.02 3 0 1 0 1 NC 1 NC 1 951 M100 1 max .069 3 .013 8 0 12 0 12 NC 12 NC 12 952 min -.059 8 -.045 3 0 1 0 1 NC 1 NC 1 953 2 max .069 3 .008 8 0 12 0 12 NC 12 NC 12 954 min -.058 8 -.036 3 0 1 0 1 NC 1 NC 1 955 3 max .068 3 .002 8 0 12 0 12 NC 12 NC 12 956 min -.058 8 -.027 3 0 1 0 1 NC 1 NC 1 957 4 max .068 3 -.002 12 0 12 0 12 NC 12 NC 12 958 min -.057 8 -.018 3 0 1 0 1 NC 1 NC 1 959 5 max .067 3 0 2 0 12 0 12 NC 12 NC 12 960 min -.057 8 -.013 6 0 1 0 1 NC 1 NC 1 961 M101 1 max .004 3 .054 8 0 12 0 12 NC 12 NC 12 962 min -.019 8 -.068 3 0 1 0 1 NC 1 NC 1 963 2 max .005 3 .047 8 0 12 0 12 NC 12 NC 12 964 min -.02 8 -.055 3 0 1 0 1 NC 1 NC 1 965 3 max .005 3 .039 8 0 12 0 12 NC 12 NC 12 966 min -.02 8 -.043 3 0 1 0 1 NC 1 NC 1 967 4 max .006 3 .031 8 0 12 0 12 NC 12 NC 12 968 min -.02 8 -.031 3 0 1 0 1 NC 1 NC 1 969 5 max .007 3 .024 8 0 12 0 12 NC 12 NC 12 970 min -.021 8 -.02 3 0 1 0 1 NC 1 NC 1 RISA-3D Version 17.0.4 [FA ... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 51 1056 Q� Y Z. 1 X J Envelope Only Solution Member Axial Forces (k) (Enveloped) Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK-24 Apr 16, 2021 at 4:07 PM 40x130x17 Al Roof Trusses.r3d WIN Connection Check PROJECT NUMBER DESIGNER Connection Check Max Tension at Bolts =®kips Bolted Connection 221-58 A K Das =Input =Calculation Material: A325 inch 45 ksi (# Bolts) (dia.) (F„ t/Q, AISC Table 7-2) (try 1/2" for trusses<= 40', otherwise use 5/8" min.) Number of bolts * Steel Strength * d A 2 * pi/4 J kips *USE only 90% of capacity because bolts are not centered in the connection. Capacity = 0.9* 8.8 kips = 1 8.0 1 > ®kips USE (1) 1/2" DIAM. BOLTS IN THE TOP AND BOTTOM CHORDS Welded Connection Max. Weld size allowed per AISC 360-10 (15th Edition), section J2.2b (a): l /l l inch Max Tension = 4 kips 1.34 kips/in - 3.0 Inch Weld Length USE 3" MIN. LENGTH E70 WELD 0.091, 1058 "PRYING13.xls" Program Version 1.0 PRYING ACTION ANALYSIS For Structural Steel Connections Per AISC 13th Edition Manual (ASD) - Pages 9-10 to 9-13 Project Name: 40x130x17 I Client: Al Roof Trusses Protect No.: 221-58 1 Prep. By: 1A K Das I Date: 1 4/16/2021 Total Tension Load, Tt = Total Shear Load, Vt = Tensile Strength, Fu = Bolt Diameter, db = ASTM Bolt Desig. = Bolt Type (N, X, or SC) = Faying Surface Class = Bolt Hole Type = Tributary Length/Bolt, p = Total No. of Bolts, Nb = Width, bf = Thickness, t = Thickness, tw = Bolt Gage, g = No. of Loading Cycles = Top Connection 4.00 0.30 65 5/8 A325 N N.A. Oversized 1.875 1 4.0000 0.3750 0.3750 2.000 20000 kips I bf/2=2 kips g/2=1 ksi i d Q=0 in. i t=0.375 i I I T+Q=4 tw=0.375 I b'=0.5 a'=1.3125 in. bolts I b=0.8125 I a=1 in. I:I I,-M2 in in in `-- M 1 Solt Tension and 12*T=8 Shear: in.A2 Ab = 7r*dbA2/4 Nomenclature Ab = 0.3068 vb = 0.30 kips/bolt vb = Vt/Nb fv = 0.98 ksi fv = vb/Ab T = 4.00 kips/bolt T = Tt/Nb ft = 13.04 ksi ft = T/Ab Tb = N.A. kips Tb = not applicable for N or X bolts Fnv = 48.00 ksi Fnv = Nominal shear stress for A325-N from AISC Table J3.2, page 16.1-104 Fnv' = 48.00 ksi Fnv' = Fnv (no reduction needed for comb. effects) Fv = 24.00 ksi Fv = Fnv' / 2 ks = N.A. ks = not applicable for N or X bolts Vb = 7.36 kips/bolt Vb = Ab*Fv Vb >= vb, O.K. At = 0.2260 in.A2 At = 7r/4*(db - 0.9743/n)A2 Fnt = 90.00 ksi Fnt = Nominal tensile stress for A325 bolts from AISC Table J3.2, page 16.1-104 Fnt' = 90.00 ksi Fnt' = Fnt (no reduction needed for comb. effects Ft = 45.00 ksi Ft = Fnt' / 2, fatigue is not considered) B =1 13.81 kips/bolt B = Ft*Ab B >= T, O.K. 4/16/2a23ngineering Department\2021 Projects\Big Top 221-58 40x130x17 Al Roof Trusses 18BB - Fort Pierce, FL\3. Engineering\2. Desigdrlage 1 4:08 PM 3-2 Connection Design - PSE - Top Connection.xls of 2 1059 "PRYING13.xls" Program Version 1.0 PRYING ACTION ANALYSIS For Structural Steel Connections Per AISC 13th Edition Manual (ASD) - Pages 9-10 to 9-13 Project Name: 40x130x17 I Client: Al Roof Trusses Protect No.: 221-58 1 Prep. By: 1A K Das I Date: 1 4/16/2021 Total Tension Load, Tt = Total Shear Load, Vt = Tensile Strength, Fu = Bolt Diameter, db = ASTM Bolt Desig. = Bolt Type (N, X, or SC) = Faying Surface Class = Bolt Hole Type = Tributary Length/Bolt, p = Total No. of Bolts, Nb = Width, bf = Thickness, t = Thickness, tw = Bolt Gage, g = No. of Loading Cycles = Bottom Connection 1.95 0.00 65 5/8 A325 N N.A. Oversized 1.875 1 4.0000 0.3750 0.3750 2.000 20000 kips kips ksi in. in. bolts in. in. in. in. bf/2=2 g/2=1 '' II I d��-�I 1Q=0 I I I tw=0.375 I b'=0.5 I b=0.8125 I I I I M1 =0.375 T+Q=1.95 a'=1.3125 a=1 .k- M2 Solt Tension and 12*T=3.9 Shear: in.A2 Ab = 7r*dbA2/4 Nomenclature Ab = 0.3068 vb = 0.00 kips/bolt vb = Vt/Nb fv = 0.00 ksi fv = vb/Ab T = 1.95 kips/bolt T = Tt/Nb ft = 6.36 ksi ft = T/Ab Tb = N.A. kips Tb = not applicable for N or X bolts Fnv = 48.00 ksi Fnv = Nominal shear stress for A325-N from AISC Table J3.2, page 16.1-104 Fnv' = 48.00 ksi Fnv' = Fnv (no reduction needed for comb. effects) Fv = 24.00 ksi Fv = Fnv' / 2 ks = N.A. ks = not applicable for N or X bolts Vb = 7.36 kips/bolt Vb = Ab*Fv Vb >= vb, O.K. At = 0.2260 in.A2 At = 7r/4*(db - 0.9743/n)A2 Fnt = 90.00 ksi Fnt = Nominal tensile stress for A325 bolts from AISC Table J3.2, page 16.1-104 Fnt' = 90.00 ksi Fnt' = Fnt (no reduction needed for comb. effects Ft = 45.00 ksi Ft = Fnt' / 2, fatigue is not considered) B =1 13.81 kips/bolt B = Ft*Ab B >= T, O.K. 4/16/2a23ngineering Department\2021 Projects\Big Top 221-58 40x130x17 Al Roof Trusses 18BB - Fort Pierce, FL\3. Engineering\2. Desigdrlage 1 4:08 PM 3-3 Connection Design - PSE - Bottom Connection.xls of 2 11II:311 "PRYING13.xls" Program Version 1.0 Calculate Reauired Thickness: b = 0.8125 in. b = (g-tw)/2 b' = 0.5000 in. b' = b-db/2 a = 1.0000 in. a = minimum of: (bf-g)/2 or 1.25*b a' = 1.3125 in. a' = a+db/2 p = 0.3810 p = b'/a' d' = 0.8125 in. d' = Nominal hole dimensions from Table J3.3 6 = 0.5667 6 = 1-d'/p R = 15.960 R = (1/p)*(B/T-1) a' = 1.0000 If R >= 1: a' = 1, If R < 1: a' = lesser of 1 or (1/8)*(R/(1-(3)) t(req'd) =1 0.184 in. t(req'd) = SQRT(6.66*T*b'/(p*Fu*(1+6*a'))) t >= t(req'd), P tc = 0.614 in. a = 0.000 Q = 0.00 kips Check Allowable Bolt Tension with a' = 2.1500 Ta = 8.06 kips t(req'd) = 0.231 in tc = SQRT(6.66*B*b'/(p*Fu)) (to develop'B' in bolts/no prying) a = 1/6*((T/B)/(t/tc)^2-1) (Note: 0 <= a <= 1.0) Q = B*6*a*p*(t/tc)^2 (prying force per bolt at design load) Action: CC' = 1/(6*(1+p))*((tc/t)^2-1) If a' >1: Ta = B*(t/tc)^2*(1+6) , If a' < 0: Ta = B If 0 <= a' <= 1: Ta = B*(t/tc)^2*(1+6*a') t(req'd) = SQRT(6.66*T*b'/(p*Fu)) O. K.1 Ta >= T, O.K. 4/16/2a23ngineering Department\2021 Projects\Big Top 221-58 40x130x17 Al Roof Trusses 18BB - Fort Pierce, FL\3. Engineering\2. Desigdrlage 2 4:08 PM 3-3 Connection Design - PSE - Bottom Connection.xls of 2 1061 -.07 Results for LC 13, DL Reaction and Moment Units are k and k-ft Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses 0.07 SK-1 Apr 16, 2021 at 4:22 PM 40x130x17 Al Roof Trusses.r3d 1062 Company Big Top Manufacturing IIRISA 2 Designer Das Job Number 21-58 Model Name 40x130x17 Al Roof Trusses Joint Reactions (By Combination) Apr 16, 2021 4:23 PM Checked By: PSE LC Joint Label X rkl Y fkl Z rkl MX rk-ftl MY rk-ftl MZ rk-ftl 1 1 13 1 0 .318 -.067 0 0 0 2 13 2 0 .169 -.069 0 0 0 3 13 3 0 .169 .069 0 0 0 4 13 4 0 .318 .067 0 0 0 5 13 Totals: 0 .975 0 6 13 COG (ft): X: 0 Y: 11.378 Z: 19.922 Above reactions are due to Dead Load (DL) only with a factor of 1.0 RISA-3D Version 17.0.4 [F:\... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 1 1063 -.22 Results for LC 14, RLL Reaction and Moment Units are k and k-ft Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses 0.22 SK-2 Apr 16, 2021 at 4:23 PM 40x130x17 Al Roof Trusses.r3d 1064 Company Big Top Manufacturing IIi■I� Job(gner Number 221 Dss Model Name 40x130x17 Al Roof Trusses Joint Reactions (By Combination) Apr 16, 2021 4:23 PM Checked By: PSE LC Joint Label X rkl Y rkl Z rkl MX rk-ftl MY rk-ftl MZ rk-ftl 1 14 1 0 .748 -.224 0 0 0 2 14 2 0 .273 -.229 0 0 0 3 14 3 0 .273 .229 0 0 0 4 14 4 0 .748 .224 0 0 0 5 14 Totals: 0 2.041 0 6 14 COG (ft): X: 0 Y: 14.973 Z: 19.922 Above reactions are due to Roof Live Load (RLL) only with a factor of 1.0 RISA-3D Version 17.0.4 [F:\... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 2 1065 Results for LC 15, WL+Z Reaction and Moment Units are k and k-ft Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK-3 Apr 16, 2021 at 4:23 PM 40x130x17 Al Roof Trusses.r3d 1066 Company Big Top Manufacturing IIRISA 2 Designer Das Job Number 21-58 Model Name 40x130x17 Al Roof Trusses Joint Reactions (By Combination) Apr 16, 2021 4:23 PM Checked By: PSE LC Joint Label X rkl Y fkl Z rkl MX rk-ftl MY rk-ftl MZ rk-ftl 1 1 15 1 0 -3.086 1.057 0 0 0 2 15 2 0 -.994 1.075 0 0 0 3 15 3 0 -1.459 -.322 0 0 0 4 15 4 0 -2.243 -.315 0 0 0 5 15 Totals: 0 -7.782 1.495 6 15 COG (ft): X: 0 Y: 14.954 Z: 20.61 Above reactions are due to Wind Load in the Z-direction (for +GCPi) only with a factor of 1.0 RISA-3D Version 17.0.4 [F:\... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 3 1067 Results for LC 16, WL-Z Reaction and Moment Units are k and k-ft Big Top Manufacturing A K Das 221-58 40x130x17 Al Roof Trusses SK-4 Apr 16, 2021 at 4:23 PM 40x130x17 Al Roof Trusses.r3d 1068 Company Big Top Manufacturing IIRISA 2 Designer Das Job Number 21-58 Model Name 40x130x17 Al Roof Trusses Joint Reactions (By Combination) Apr 16, 2021 4:23 PM Checked By: PSE LC Joint Label X rkl Y fkl Z rkl MX rk-ftl MY rk-ftl MZ rk-ftl 1 1 16 1 0 -2.106 1.003 0 0 0 2 16 2 0 -.372 1.019 0 0 0 3 16 3 0 -.848 -.266 0 0 0 4 16 4 0 -1.249 -.261 0 0 0 5 16 Totals: 0 -4.575 1.495 6 16 COG (ft): X: 0 Y: 15.036 Z: 21.092 Above reactions are due to Wind Load in the Z-direction (for -GCPi) only with a factor of 1.0 RISA-3D Version 17.0.4 [F:\... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 4 1069 Company Big Top Manufacturing Apr 16, 2021 IRIDesigner i■I� hPM 2 Job Number 21-58 58 Checked By: PSE Model Name 40x130x17 Al Roof Trusses Envelope Joint Reactions Inin4 X rlrl I (` V nrl I (` 7 rlrl I (` RAY nr_ffl I (` RAy nr_ffl I (` KA7 rlr_ftl I (' Above reactions are based on ASD load combination per IBC indicated on S-0 RISA-3D Version 17.0.4 [F:\... \... \... \3. Engineering\1. Trusses\40xl 30x1 7 Al Roof Trusses.r3d] Page 6 1070 "PRYING13.xls" Program Version 1.0 PRYING ACTION ANALYSIS For Structural Steel Connections Per AISC 13th Edition Manual (ASD) - Pages 9-10 to 9-13 Project Name: 40x130x17 I Client: Al Roof Trusses Protect No.: 221-58 1 Prep. By: 1A K Das I Date: 1 4/16/2021 Anchor Angle at Base Total Tension Load, Tt = Total Shear Load, Vt = Tensile Strength, Fu = Bolt Diameter, db = ASTM Bolt Desig. = Bolt Type (N, X, or SC) = Faying Surface Class = Bolt Hole Type = Tributary Length/Bolt, p = Total No. of Bolts, Nb = Width, bf = Thickness, t = Thickness, tw = Bolt Gage, g = No. of Loading Cycles = 0.84 0.30 65 1/2 A325 N N.A. Oversized 4.000 1 6.0000 0.2500 0.2500 3.000 20000 kips kips ksi in. in. bolts in. in. in. in. bf/2=3 g/2=1.5 �' I I db=0.5 1Q=0 I I I tw-0.25 1 b71125= I 1 b=1.375 I I I I �M1 =0.25 rT+Q=O��8!4 a'=1.75 a=1.5 ,,- M2 Solt Tension and 12*T=1.67 Shear: in.A2 Ab = 7r*dbA2/4 Nomenclature Ab = 0.1963 vb = 0.30 kips/bolt vb = Vt/Nb fv = 1.54 ksi fv = vb/Ab T = 0.84 kips/bolt T = Tt/Nb ft = 4.25 ksi ft = T/Ab Tb = N.A. kips Tb = not applicable for N or X bolts Fnv = 48.00 ksi Fnv = Nominal shear stress for A325-N from AISC Table J3.2, page 16.1-104 Fnv' = 48.00 ksi Fnv' = Fnv (no reduction needed for comb. effects) Fv = 24.00 ksi Fv = Fnv' / 2 ks = N.A. ks = not applicable for N or X bolts Vb = 4.71 kips/bolt Vb = Ab*Fv Vb >= vb, O.K. At = 0.1419 in.A2 At = 7r/4*(db - 0.9743/n)A2 Fnt = 90.00 ksi Fnt = Nominal tensile stress for A325 bolts from AISC Table J3.2, page 16.1-104 Fnt' = 90.00 ksi Fnt' = Fnt (no reduction needed for comb. effects Ft = 45.00 ksi Ft = Fnt' / 2, fatigue is not considered) B =1 8.84 kips/bolt B = Ft*Ab B >= T, O.K. 4/16/2a23ngineering Department\2021 Projects\Big Top 221-58 40x130x17 Al Roof Trusses 18BB - Fort Pierce, FL\3. Engineering\2. Desigdrlage 1 4:09 PM 4-1 Connection Design - PSE -Anchor Angle.xls of 2 1114YA "PRYING13.xls" Program Version 1.0 Calculate Reauired Thickness: b = 1.3750 in. b = (g-tw)/2 b' = 1.1250 in. b' = b-db/2 a = 1.5000 in. a = minimum of: (bf-g)/2 or 1.25*b a' = 1.7500 in. a' = a+db/2 p = 0.6429 p = b7a' d' = 0.6250 in. d' = Nominal hole dimensions from Table J3.3 6 = 0.8438 6 = 1AV R = 14.905 R = (1/p)*(B/T-1) a' = 1.0000 If R >= 1: a' = 1, If R < 1: a' = lesser of 1 or (1/8)*(R/(1-(3)) t(req'd) =1 0.114 in. t(req'd) = SQRT(6.66*T*b'/(p*Fu*(1+6*a'))) t >= t(req'd), P tc = 0.505 in. a = 0.000 Q = 0.00 kips Check Allowable Bolt Tension with a' = 2.2176 Ta = 4.00 kips t(req'd) = 0.155 in tc = SQRT(6.66*B*b'/(p*Fu)) (to develop'B' in bolts/no prying) a = 1/6*((T/B)/(t/tc)^2-1) (Note: 0 <= a <= 1.0) Q = B*6*a*p*(t/tc)^2 (prying force per bolt at design load) Action: CC' = 1/(6*(1+p))*((tc/t)^2-1) If a' >1: Ta = B*(t/tc)^2*(1+6) , If a' < 0: Ta = B If 0 <= a' <= 1: Ta = B*(t/tc)^2*(1+6*a') t(req'd) = SQRT(6.66*T*b'/(p*Fu)) O. K.1 Ta >= T, O.K. 4/16/2a23ngineering Department\2021 Projects\Big Top 221-58 40x130x17 Al Roof Trusses 18BB - Fort Pierce, FL\3. Engineering\2. Desigdrlage 2 4:09 PM 4-1 Connection Design - PSE -Anchor Angle.xls of 2 RIM =ram. Soil Anchor Design PROJECT NUMBER 40xl30x17 Al Roof Trusses DESIGNER A K Das =Input =Calculation Soil Anchor Check Max Uplift at Anchors = 2.156 kips as per page: Joint 1 & Joint 2 Max Shear at Anchors = 1.2 kips Anchored Connection 1800 Ibs Medium /Sandy with Asphalt Top =Ultimate Pullout Strength Type of Soil 2--------------------------------------------------------------------- Facto of Safety 900 Ibs--------------------------------------------------------------------- Allowable Pullout Strength 250 Ibs # of Vertical Anchors at Truss # of sloped Anchors = Angle of slope, qb _ Alloawble Shear Strength Pullout capacity = Pullout Strength * # of vertical Anchors + Pullout Strength * # of Sloped Anchors Cos (f) Allowable Pullout Capacity = 4.38 kips Shear capacity = Shear Strength * total # of Anchors + Pullout Strength * # of Sloped Anchors Sin (f) Allowable shear Capacity = 2.18 kips Pullout Capacity = 4.4 kips 2.156 kips Shear Capacity = 1 2.2 kips 1.2 kips 1073 Job: Wind Pressure: Ultimate Wind Pressure = 19.63 psf Height to Use: Average Tallest Height = 17 ft Medium Height = 12 ft Lowest Height = 7 ft Assumed Height =oft Height = 12.0 ft Half Height = 6.0 ft 221-58 Shelter Dimensions Width: 40 ft Length: 130 ft Height: 17 ft Name Date A K Das 4/16/2021 Cable Diameter Roof Cable Diameter Wall 1/41 in 1/41 in Wind Force = 118 plf of shelter width =(Wind Pressure) *(Half Height) Total Wind Force Ibs on Roof 4711 =(Wind Force) *(With) Roof Cables # of Cables Along one Side 6 Length along X-Braces = 24.5 ft Bay Spacing = 20 ft Cable Angle = 50.8 degrees Sum of Forces Equation Force on 1 Side of Shelter = 3725 Ultimate Capacity of Roof Cables Capacity of Single Cable = 7000 Ibs Capacity of All Roof Cables = 42000 Ibs Total Wind Force 2356 Ibs on Single Wall =(Total Wind Force on Roof)/2 Wall Cables # of Cables Along one Wall 12 Length along X-Braces = 13.8 ft Bay Spacing = 10 ft Cable Angle = 54. degrees Sum of Forces Equation Force on 1 Side of Shelter = 2007 Capacity of Side Wall Cables Capacity of Single Cable = 7000 Ibs Capacity of Cables in Wall = 84000 Ibs SAFE SAFE