Question

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roblem IV A preliminary design results in a W12 x 96 for Columns BE and HK in the structure shown below. Frames ADGL, BEHK, and CFIJ are moment frames. Dead load is 110 psf and live load is 95 psf The results obtained from an approximate first order analysis for column BE are also shown below teral Deflection (A) al 26.5 kip 23 kip 10 kip me 135 kip-ft 117 kip-ft 200 kip-ft Dead 0 in 0 in 1.907 in Live Wind Determine whether a W12 x 96 Column BE is in compliance with the AISC Specification for the load combination (1.2D +1.6L). Notice that for this load combination, B2 1.0. Notice also that Plt 0 and Mlt-0, and Pnt 1.2Po+1.6P and Mnt-1.2Mp+1.6M a) Determine B1 using Pr-Pus 1.2PD+1.6PL, M2-1.2Mo+1.6M. b) Determine magnified load (Pu) and moment (Mu) for column BE. Remember that for this load combination: Prt-1.2Pot1.6Pu Plt-0 MmF 1.2MD+1.6M, and Mit 0. c) Check the column for this load combination using the appropriate interaction equation H1-1a or H1-1hb

Answer 1

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