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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br /><Licensed Company> <br />CLandis <br />Checked By : __________ <br />3/12/2025 <br />2:39:28 PM <br />RISA-3D Version 22 [ Generator Enclosure Wall RISA Model.r3… Page 2 <br />Member Primary Data (Continued) <br />Label I Node J Node Section/Shape Type Design List Material Design Rule <br />11 M11 N15 N16 HSS Post (4")Column Tube A500 Gr.C RECT Typical <br />12 M12 N13 N14 HSS Post (4")Column Tube A500 Gr.C RECT Typical <br />13 M13 N11 N12 HSS Post (4")Column Tube A500 Gr.C RECT Typical <br />Nodal Loads and Enforced Displacements <br />No Data to Print... <br />Member Point Loads <br />No Data to Print... <br />Member Distributed Loads (BLC 3 : BLC 2 Transient Area Loads) <br />Member LabelDirectionStart Magnitude [k/ft, F, psf, k-ft/ft]End Magnitude [k/ft, F, psf, k-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] <br />1 M5 Z 0.282 0.282 0 4.25 <br />2 M6 Z 0.282 0.282 0 4.25 <br />3 M4 Z 0.038 0.038 0 9 <br />4 M8 Z 0.038 0.038 0 9 <br />5 M1 Z 0.115 0.115 0 8 <br />6 M2 Z 0.115 0.115 0 8 <br />7 M9 Z 0.282 0.282 0 4.33 <br />8 M10 Z 0.282 0.282 0 4.33 <br />Member Area Loads (BLC 2 : W) <br />Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces <br />1 N5 N6 N3 N2 Z B-C 25.6 25.6 25.6 25.6 Yes <br />2 N8 N4 N1 N7 Z B-C 25.6 25.6 25.6 25.6 Yes <br />3 N4 N5 N10 N9 Z B-C 25.6 25.6 25.6 25.6 Yes <br />4 N9 N10 N2 N1 Z A-B 25.6 25.6 25.6 25.6 Yes <br />5 N16 N12 N11 N15 Z B-C 25.6 25.6 25.6 25.6 Yes <br />Basic Load Cases <br />BLC Description Category Y Gravity Distributed Area(Member) <br />1 DL DL -1 <br />2 W WL 5 <br />3 BLC 2 Transient Area Loads None 8 <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor <br />1 Deflection 1 Yes Y DL 1 <br />2 Deflection 2 Yes Y LL 1 <br />3 Deflection 3 Yes Y DL 1 LL 1 <br />4 ASCE Strength 1 Yes Y DL 1.4 <br />5 ASCE Strength 2 (a)Yes Y DL 1.2 LL 1.6 LLS 1.6 <br />6 ASCE Strength 3 (b) (a)Yes Y DL 1.2 WL 0.5 <br />7 ASCE Strength 3 (b) (b)Yes Y DL 1.2 WL -0.5 <br />8 ASCE Strength 4 (a) (a)Yes Y DL 1.2 WL 1 LL 0.5 LLS 1 <br />9 ASCE Strength 4 (a) (b)Yes Y DL 1.2 WL -1 LL 0.5 LLS 1 <br />10 ASCE Strength 5 (a)Yes Y DL 0.9 WL 1 <br />11 ASCE Strength 5 (b)Yes Y DL 0.9 WL -1 <br />12 Wind Deflection Yes Y DL 1 WL 0.42