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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 4 <br />Envelope Maximum Member Section Forces (Continued) <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 />3 M2 max 0 25.5 7 1.212 0 1 0.147 0 5 0 25.5 7 0.621 0 4 5.127 0 1 <br />4 min 0 0 1 -1.174 25.5 1 -0.147 0 4 0 0 1 -0.621 0 5 -2.723 13.016 1 <br />5 M3 max 0 4.917 7 1.174 0 1 0.142 0 5 0 4.917 7 0.562 0 4 4.641 0 1 <br />6 min 0 0 1 -0.335 0 3 -0.142 0 4 0 0 1 -0.562 0 5 -1.322 0 3 <br />7 M4 max 0 20.583 7 0.714 0 1 0.147 20.583 4 0 20.583 7 0.621 20.583 4 5.127 20.583 1 <br />8 min 0 0 1 -1.212 20.583 1 -0.147 20.583 5 0 0 1 -0.621 20.583 5 -2.723 7.719 1 <br />9 M5 max 0 10.469 7 0.979 0 1 0.119 0 5 0 10.469 7 0.621 0 4 5.127 0 1 <br />10 min 0 0 1 -0.279 0 3 -0.119 0 4 0 0 1 -0.621 0 5 -1.461 0 3 <br />Nodal Loads and Enforced Displacements <br />No Data to Print... <br />Envelope Node Displacements <br />Node Label X [in]LC Y [in]LC Z [in]LC X Rotation [rad]LC Y Rotation [rad]LC Z Rotation [rad]LC <br />1 N1 max 0 7 0.143 3 0.663 4 0 7 7.21e-3 4 5.366e-3 1 <br />2 min 0 1 -0.502 1 -0.663 5 0 1 -7.21e-3 5 -1.529e-3 3 <br />3 N2 max 0 7 0 3 0 4 0 7 5.829e-4 5 1.229e-4 3 <br />4 min 0 1 0 1 0 5 0 1 -5.829e-4 4 -4.311e-4 1 <br />5 N3 max 0 7 0 3 0 4 0 7 1.485e-3 4 1.107e-3 1 <br />6 min 0 1 0 1 0 5 0 1 -1.485e-3 5 -3.155e-4 3 <br />7 N4 max 0 7 0.023 3 0.098 4 0 7 3.08e-3 5 6.524e-4 3 <br />8 min 0 1 -0.08 1 -0.098 5 0 1 -3.08e-3 4 -2.289e-3 1 <br />9 N5 max 0 7 0 3 0 4 0 7 1.177e-4 5 1.693e-5 3 <br />10 min 0 1 0 1 0 5 0 1 -1.177e-4 4 -5.942e-5 1 <br />11 N6 max 0 7 0.161 3 0.751 4 0 7 7.91e-3 5 1.669e-3 3 <br />12 min 0 1 -0.564 1 -0.751 5 0 1 -7.91e-3 4 -5.857e-3 1 <br />Envelope AISI S100-16: ASD Member Cold Formed Steel Code Checks <br />Member Shape Code Check Loc[ft]LC Shear Check Loc[ft]Dir LC Pn/Om[k]Tn/Om[k]Mnyy/Om[k-ft]Mnzz/Om[k-ft]Vny/Om[k]Vnz/Om[k]Cb Eqn <br />1 M1 9.5C14 0.698 10.469 1 0.231 10.469 y 1 10.264 41.266 1.71 7.346 4.242 7.27 2.326 H1.2-1 <br />2 M2 9.5C14 0.726 0 1 0.286 0 y 1 10.988 41.266 1.785 7.061 4.242 7.27 1 H1.2-1 <br />3 M3 9.5C14 0.632 0 1 0.277 0 y 1 19.02 41.266 1.921 7.346 4.242 7.27 1.79 H1.2-1 <br />4 M4 9.5C14 0.726 20.583 1 0.286 20.583 y 1 10.988 41.266 1.785 7.061 4.242 7.27 1 H1.2-1 <br />5 M5 9.5C14 0.698 0 1 0.231 0 y 1 10.264 41.266 1.71 7.346 4.242 7.27 2.326 H1.2-1 <br />140 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024