Find maximum load $\backslash ($ Q $\backslash )($in tension as well as in compression$)$ that can be applied to the bracing member shown below. Consider all failure modes of the bolts and welds. Steel is A$36($Fy$=36$ ksi and $\backslash (\backslash$mathrm$\{$Fu$\}=58\backslash$mathrm$\{$ksi$\}\backslash )).$ Bolts are $\backslash (3/4^\{\backslash$prime $\backslash$prime$\}\backslash )$ dia A $490$ N bolts. All fillet welds are on both sides, which are done using E$70$ electrodes, and have a size of $\backslash (3/16\backslash )$ inches. Failure modes of the HSS and the gusset plate are not part of this problem.