How does ideCAD calculate the column required strength for SMF according to AISC 341-16?
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Two different situations are taken into account when determining the internal forces for the design of the columns:a)
Shear force, axial force, and bending moments are computed
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using the load combinations
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, including the earthquake loads.
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An axial force is obtained by increasing the axial tensile and compressive forces by the overstrength factor Emh, regardless of the bending moment.
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