Question $2$:

The tension member $AB,$ shown, subjected to a tensile service load $=82kN$ and tensile service live load $=115kN.$ The tension member is an L $1021029\mathrm{.}5,G40\mathrm{.}21-350W$ steel $)=(350$MPa. The bolts are placed in drilled holes.

a$)$ Determine if the tension member L $10210295$ is adequate to resist the factored load.

b$)$ Design the gusset plate for the tension capacity of the angle $($Hint: only the width is needed$).$ Also, the steel for the gusset plate is G$40\mathrm{.}21350$W$.$