A C $1025$ is connected to a $1-$inch thick plate as shown. Group $150$ bolts are used in standard holes, and threads will be excluded from the shear plane. Deformations will not be considered in design. The plate and channel are both made of A $36$ steel. Because the plate is very thick, it can be assumed that the channel will fail first $($you do not need to check failure modes through the plate$).$ Determine the design tension strength of the connection. Which failure method will control? $(6$ answers in kips: $238,251,231,169,309,322$