Please attempt this if you can do this on your own and dont submit AI Answer then please ready to get dislikes and you can get removed from platform so don't do that and yes i need handwritten solution i dont want typed answer and no theory work please.

I hope you will provide a good solution.

Problem $3$: Use AISC Specification$-$LRFD Method with $7/8-$in$.$ diameter Group $120-$X bolts in standard holes and A$572$ Grade $50$ steel plates as shown in Figure $3.$ The service Live load is three times the service dead load. Factored Load and Service Load can be computed by $1\mathrm{.}2$D$+1\mathrm{.}6$L and $D+L,$ respectfully.

$($A$)$ Compute the tensile service load capacity for the bearing$-$type connection of two members. $[$Hint: You need to set the factored load equal to the design strength and then compute service load.$]$

$($B$)$ Compute the tensile service load capacity for the slip$-$critical connection of two members with the usual clean mill scale $($Class A$)$ surface condition. Assume that slip will occur.

$[$Hint: AISCS Section J$3\mathrm{.}9$ states that "Slip$-$critical connections shall be designed to prevent slip and for the limit states of bearing$-$type connections." This is because that slip$-$critical connection will behave like a bearing$-$type connection once slip occurs.$]$

$($C$)$ Compare service load capacity between $($A$)$ and $($B$).$