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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />CBC Steel Buildings <br />Alaa Al-Sammari <br />C23F6009A-CP2 <br />PURLIN DESIGN-C23F6009A-CP2 <br />Checked By : <br />7/27/2023 <br />12:02:11 PM <br />RISA-3D Version 21 [ Purlin Design-C23F6009A-CP5.r3d ]Page 3 <br />Member Distributed Loads (BLC 6 : L) <br />Member Label Direction Start Magnitude [lb/ft, F, ksf, k-ft/ft]End Magnitude [lb/ft, F, ksf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] <br />1 M5 Y -76 -76 0 %100 <br />2 M1 Y -76 -76 0 %100 <br />3 M2 Y -76 -76 0 %100 <br />4 M3 Y -76 -76 0 %100 <br />5 M4 Y -76 -76 0 %100 <br />Basic Load Cases <br />BLC Description Category Y Gravity Distributed <br />1 DL DL -1 5 <br />2 WL+Y WL+Y 5 <br />3 WLY WLY 5 <br />4 E EL 5 <br />5 S SL <br />6 L LL 5 <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />1 D+L Yes Y DL 1 LL 1 <br />2 D+0.6W Yes Y DL 1 WLY 0.6 <br />3 0.6D+0.6W-Yes Y DL 0.6 WL+Y 0.6 <br />4 (1+0.14Sds)D+0. 7E Yes Y DL 1.15 EL 0.7 <br />5 (1+0.14Sds)D+0.7E-Yes Y DL 1.15 EL -0.7 <br />6 D+S Yes Y DL 1 SL 1 <br />7 D+0.75S+0.45W Yes Y DL 1 SL 0.75 WLY 0.45 <br />8 D+0.75L+0.45W Y DL 1 LL 0.75 WLY 0.45 <br />9 D Y DL 1 <br />10 W Y WLY 1 <br />11 W-Y WL+Y 1 <br />12 S Y SL 1 <br />Envelope Maximum Member Section Forces <br />Member Axial[k]Loc[ft]LC y Shear[k]Loc[ft]LC z Shear[k]Loc[ft]LC Torque[k-ft]Loc[ft]LC y-y Moment[k-ft]Loc[ft]LC z-z Moment[k-ft]Loc[ft]LC <br />1 M1 max 0 10.469 7 0.279 10.469 3 0.119 10.469 4 0 10.469 7 0.621 10.469 4 5.127 10.469 1 <br />2 min 0 0 1 -0.979 10.469 1 -0.119 10.469 5 0 0 1 -0.621 10.469 5 -1.461 10.469 3 <br />139 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024