Question: A structural angle section L 1 0 1 0 1 2 ( F y = 3 6 ksi, F u = 5 8 ksi is

A structural angle section

L 10 10 \frac{1}{2} (F y = 36

ksi,

F u = 58

ksi is supporting an applied load in tension. There are

\frac{7}{8} -

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

325

kips in tension.

Tensile rupture and yielding capacity formulas are given below:

Section

10

10

1 / 2 -

Elevation

A structural angle section L 1 0 1 0 1 2 ( F y =

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