Question: A structural angle section L 6 x 6 x 3 / 8 ( F y = 3 6 ksi, F u = 5 8 ksi

A structural angle section L

6

6

3 / 8 (F y = 36

ksi,

F u = 58

ksi

)

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:

A structural angle section L 6 x 6 x 3 / 8 ( F y

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