SITUATION: The diagonal at the left to the connection shown in figure, is a double angle $90mm90mm8mm,$ with area of $2700mm2,$ bolted to the $8-$mm thick gusset plate.

Bolt diameter, $db=16mm$

Bolt hole diameter, $dh=18mm$

Bolt bearing capacity, $Fp=480$MPa

Bolt shear strength, $Fv=68$MPa

Steel plate strength and stresses are as follows:

Yield strength, Fy $=248$MPa

Ultimate strength, $Fu=400$MPa

Allowable tensile stress on the gross area $=0\mathrm{.}60$Fy

Allowable tensile stress on the net area $=0\mathrm{.}50Fu$

Allowable shear stress on the net area $=0\mathrm{.}30Fu$

Calculate the allowable tensile load, $P(kN)$ based on bolt capacity in shear.

$41$

$82$

$164$

$328$

Calculate the allowable tensile load, $P(kN)$ based on bolt bearing capacity.

$368$

$207$

$414$

$184$