Design the connection between Two Single angles L$100$x$100$x$10$ as shown connected by a plate and unknown number of bolts. Use grade S$275$ steel and non$-$ preloaded bolts grade $4\mathrm{.}6$ with no thread in shear plan.

$-$ Use M$16$ bolts

$-$ Shear strength of bolt, ps $=160$ MPa for grade $4\mathrm{.}6$ bolt

$-$ Bearing strength of bolt, pbb $=460$ kN for grade $4\mathrm{.}6$ bolt

$-$ Bearing strength of plate, pbs $=460$ MPa for S$275$ steel

Design for the CODE:

BS $5950-1$:$2000$