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For the mezzanine floor plan shown in Figure 8-49, assuming HSS 7 x 7 columns, a

Civil Engineering

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For the mezzanine floor plan shown in Figure 8-49, assuming HSS 7 x 7 columns,

a. Calculate the factored axial loads and moments (for load case 1 and load case 2) for the exterior column C1.

b. Using the HSS beam–column design templates, design the most economical or lightest HSS 7 x 7 column size for column C1 that is adequate to resist the loads and moments.