Consider the tension member plate PL $(1)/(2)$ x $6($A$572$ Gr$.50,$ Fy$=50$ ksi, Fu$=65$ ksi$)$ with $4-7/8$

diameter bolts $($made with standard holes$).$ Consider two limit states: yielding and fracture. Is the

PL tension member adequate for the demand of Pu$=105$ kips $3"3"$