(Answered): Problem 4 Bolts in Combined Tension and Shear (15 pts.) Is the bearing-type connection shown in Fig ...

Problem 4 Bolts in Combined Tension and Shear (15 pts.) Is the bearing-type connection shown in Figure 4.1 sufficient to resist the 200k load that passes through the center of gravity (work point) of the bolt group? Repeat if slip-critical bolts for the required strength level are used and if surfaces are Class A, hf= 1.00 and standard size holes are used. Use LRFD. Pu = 200 k OD OD Eight-in A325 Figure 4.1 Gusseted Bolted Connection