O B. Design top plate: _ 0.9M 0.9x100x12 T = C = -j- = p^a = 61.0 kips Gross area required = TIF, =61.0/21.6 = 2.82 in.2 Since there are no ... The Allowable Uniform Load Tables for a Wl8x35, ASD Manual Part 2, provides useful information for this design: Beam end reaction: 40.0 ... Sx = 57.6 in.3 Zx = 66.5 in Fy = 36 ksi 4Al.
|Title||:||Manual of Steel Construction: Connections|
|Author||:||American Institute of Steel Construction|
|Publisher||:||Amer Inst of Steel Construction - 1992-01-01|