Solve using LRFD
A structural channel section C15x33.9 (Fy-50ksi, Fu-65ksi) has a cross-sectional area of 10.0...
A structural channel section C15x33.9 (Fy-50ksi, Fu-65ksi) has a cross-sectional area of 10.0 in 2. There are 1-in diameter bolt holes for connections within the web of the channel as shown below. It has been determined that the capacity of the section is governed by the yielding of the gross section. Find the tensile capacity of the C15x33.9 using the LRFD method. Tensile rupture and yielding capacity formulas are given below: Pn = F,Ae (p = 0.75) OPn = F,A, ( = 0.9) 1"Diameter bolt holes Oo Section C15x33.9 (F,=50ksi, F.-65ksi) C15x33.9 - Elevation