Assuming a bearing$-$type connection with bolt threads in the shear plane $($A$325-$N$).$ Assume the steel $($A$36$ carbon$)$ plate dimensions to be $(300+3^{**}(A))mm13mm$ shown by the figure below. Bolt pitch $*($spacing$)$ is $90mm,$ the edge distance is $45mm,$ and the bolts are $22mm$ in diameter.

$A=9$

A $325-N,22mm$ bolts