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PURLIN ROLL FORCES: 1 9.00 -0.67 1.44 0.47 <br /> Surf Line Load --Roof_Load-- RExt 1.00 0.12 <br /> Id Id Id Win Wout P1 <br /> •--- •--- ---- LOAD ID 19 - Dead+Collateral+0.75Snow+0.37Wind_Pressurel: <br /> 2 1 13 4.94 0.82 -0.25 Bay Offset Deflect(in) <br /> 2 2 13 4.30 0.72 -0.25 Id (ft) Calc Limit Ratio <br /> 3 1 13 4.94 -0.82 -0.25 --_- <br /> 3 2 13 4.30 -0.72 -0.25 LExt 0.00 0.33 <br /> 1 9.00 -0.78 1.44 0.54 <br /> STANDARD CONNECTION: RExt 1.80 0.14 <br /> Surf Line Roll Force/Connection Stiff Deflection <br /> Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit LOAD IC 20 - Dead+C011ateral+0.75Snow+0.37Wind Pressure1+0.75SnowDrift: <br /> Bay Offset Deflect(in) <br /> 2 RF 3 Weld clip 0.000 0.88 0.00 0.00 0.00 8.00 0.00 Id (ft) Calc Limit Ratio <br /> 3 RF 3 Weld clip 0.080 8.80 0.ee 0.00 0.00 0.00 0.00 --•- -•--- <br /> LExt 0.00 0.33 <br /> REQUIRED ANTI-ROLL CONNECTION: 1 9.00 -0.78 1.44 0.54 <br /> Surf Line Roll Force/Connection Stiff Deflection RExt 1.00 0.14 <br /> Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit <br /> ---- ---- -•- ••-••-••••--- •••-• ----- LOAD ID 21 - Dead+Collateral+0.75Snow+0.37Wind_Pressure1+0.75slide_Snow: <br /> 2 RF 1 Gusset clip 0004 0.188 -0.25 4.82 0.eS 7.64 0.03 0.20 Bay Offset Deflect(in) <br /> 3 RF 1 GusSet clip 0004 0.188 -0.25 4.82 0.05 7.64 0.03 0.20 Id (ft) Calc Limit Ratio <br /> LExt 0.00 0.33 <br /> PURLIN ANTI ROLL LOCATION: 1 9.00 -0.78 1.44 0.54 <br /> Surf Line No. RExt 1.00 0.14 <br /> Id Id Purlin Purlin Location <br /> -•- -• - •- - ---- LOAD ID 22 - 0.6Dead+O.49Wind_Suctionl: <br /> 2 RF 1 3 Bay Offset Deflect(in) <br /> 3 RF 1 1 Id (ft) Calc Limit Ratio <br /> PANEL SHEAR/DIAPHRAGM: LExt 0.00 -0.10 <br /> Surf Line Panel_Shear -Deflection- 1 9.00 0.24 1.44 0.17 <br /> id Id Calc Limit Calc Limit RExt 1.00 -0.04 <br /> 2 RE 19.6 100.0 0.06 0.67 LOAD ID 23 - UNB_5L: <br /> 3 RF 19.6 100.0 8.06 0.67 Bay Offset Deflect(in) <br /> Id (ft) Calc Limit Ratio <br /> --- - LExt 0.00 8.41 <br /> 2992 Purlins(Extension 1, Roof) 7/27/21 7:38pm 1 9.00 -0.96 1.20 8.80 <br /> RExt 1.00 0.17 <br /> EAVE EXTENSION ROOF PURLIN 2992 In-Plane Roof Force 7/27/21 7:30pm <br /> wall Id = 2 <br /> Extension Id = 1 <br /> Bay Start = 1 win (k )= Design load in the plane of the purlin web <br /> Bay End = 1 Wout(k )= Design load in the plane of the purlin flange <br /> Extension Wid= 1.50 P1 (k )= Force in plane of roof per anti-roll clip <br />