Problem No$.2$: Steel Section Failure

$(25$ Points$)$ Given the $10200mm$ plate connected at its end with two lines

of $20$ mm bolts. Using LRFD$,$ determine the load $T_u$ that the angles can carry against

tensile yielding in the gross section and the tensile rupture in the net section. Use

A$36$ Steel.

Note: Express your answer up to $3$ decimal places.

In Kn