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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 />5/25/2023 <br />1:33:57 PM <br />RISA-3D Version 20 [ Purlin Design-C23F6009A-CP2.r3d ]Page 5 <br />Node Reactions (Continued) <br />LC Node Label X [k]Y [k]Z [k]MX [k-ft]MY [k-ft]MZ [k-ft] <br />29 5 Totals:0 2.587 1.285 <br />30 5 COG (ft):X: 56.661 Y: 0 Z: 0 <br />31 6 N2 0 0.453 0 NC 0 0 <br />32 6 N3 0 0.694 0 NC 0 0 <br />33 6 N5 0 0.715 0 NC 0 0 <br />34 6 N7 0 0.387 0 NC 0 0 <br />35 6 Totals:0 2.249 0 <br />36 6 COG (ft):X: 56.661 Y: 0 Z: 0 <br />37 7 N2 0 1.08 0 NC 0 0 <br />38 7 N3 0 1.654 0 NC 0 0 <br />39 7 N5 0 1.703 0 NC 0 0 <br />40 7 N7 0 0.923 0 NC 0 0 <br />41 7 Totals:0 5.36 0 <br />42 7 COG (ft):X: 56.661 Y: 0 Z: 0 <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 7 7 0.177 7 3 0.079 7 4 0 7 7 0.278 7 4 2.348 7 1 <br />2 min 0 0 1 -0.671 7 1 -0.079 7 5 0 0 1 -0.278 7 5 -0.62 7 3 <br />3 M2 max 0 34 7 1.518 0 1 0.206 34 4 0 34 7 1.145 15.938 5 6.129 34 1 <br />4 min 0 0 1 -1.741 34 1 -0.206 34 5 0 0 1 -1.145 15.938 4 -9.676 15.938 1 <br />5 M3 max 0 4.375 7 1.61 0 1 0.191 0 5 0 4.375 7 0.725 0 4 6.129 0 1 <br />6 min 0 0 1 -0.425 0 3 -0.191 0 4 0 0 1 -0.725 0 5 -1.617 0 3 <br />7 M4 max 0 29.625 7 1.191 0 1 0.195 29.625 4 0 29.625 7 0.876 12.344 5 6.772 29.625 1 <br />8 min 0 0 1 -1.648 29.625 1 -0.195 29.625 5 0 0 1 -0.876 12.344 4 -7.401 12.344 1 <br />9 M5 max 0 4.234 7 1.802 0 1 0.213 0 5 0 4.234 7 0.801 0 4 6.772 0 1 <br />10 min 0 0 1 -0.476 0 3 -0.213 0 4 0 0 1 -0.801 0 5 -1.787 0 3 <br />11 M6 max 0 29.766 7 1.396 0 1 0.172 29.766 4 0 29.766 7 1.203 14.573 5 2.684 14.573 3 <br />12 min 0 0 1 -1.457 29.766 1 -0.172 29.766 5 0 0 1 -1.203 14.573 4 -10.172 14.573 1 <br />13 M7 max 0 4.323 7 0.414 0 1 0.049 0 5 0 4.323 7 0.106 0 4 0.896 0 1 <br />14 min 0 0 1 -0.109 0 3 -0.049 0 4 0 0 1 -0.106 0 5 -0.236 0 3 <br />Nodal Loads and Enforced Displacements <br />No Data to Print... <br />90 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024