Question
A structural angle section L6x6x3/8 (Fy=36ksi, Fu=58ksi) is being used to support loads in tension. There are 1-in diameter bolt holes for connections within the web of the angle as shown below. Determine the capacity of the member and indicate whether it is sufficient to support a load of 100 kips in tension. Tensile rupture and yielding capacity formulas are given below: Section Oten = OtFuAe (t = 0.75) tPn = +FyAg (t = 0.9) -7/8" Diameter bolt holes P L6x6x3/8 Elevation →P
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