In: Mechanical Engineering
Check section W 14 X 132 for the column C1 subjected to the following loads Pu= Mux= Muy= Let Lb = [ 10 ] ft (Base Plate) Then Design the Base Plate for the W-Shaped Column C1 consider the axial load only (ignore My & Mx). The column C1 section is [W 14X 132] and it is subjected to a factored axial compression load Pu= [280 + 6 ] kips. Assume concrete compressive strength 4 ksi , Fu (steel plate )=58 Ksi , fy=50 Let Lb = [ 10 ]