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Load Deflection(in) <br /> 2992 Wall 3 - Design Code 7/27/21 7:31pm Id Id Calc Limit <br /> STRUCTURAL CODE: UNBRACED LENGTH: <br /> Design Basis : WS - Working Stress Major Minor ----KL/R---- <br /> Hot Rolled Steel : AISC16 Id (ft) (ft) Major Minor <br /> Cold Formed Steel : NAUS16 <br /> BUILDING CODE: <br /> Wind Code IBC 18 LOAD COMBINATIONS: <br /> Seismic Zone D <br /> MODULUS OF ELASTICITY: <br /> 2992 Wall 1 - Weight Summary 7/27/21 7:31pm <br /> Hot Rolled Steel : 29088 (ksi ) <br /> Cold Formed Steel : 29500 (ksi ) <br /> Columns = 8.00 <br /> 2992 Wall 3 - Column & Rafter Design 7/27/21 7:31pm Total Weight = 0.88 <br /> MEMBER LAYOUT: 2992 Wall 1 - Warning Summary 7/27/21 7:31pm <br /> Locate ---Web(in)-- -Flange(in)- Length Weight ----Max Load---- <br /> Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report .. No Warnings <br /> Coll 0.0 <br /> Col2 25.8 <br /> Total= 0.0 <br /> STRENGTH RATIO: <br /> Load Axial+ Shear+ Max <br /> Id Id Axial Shear Moment Moment Moment UC <br /> COLUMN REACTIONS: <br /> Load In_Plane --Out_Plane_Horz-- <br /> Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) <br /> COLUMN DEFLECTIONS: <br />