We need to connect a cantilever beam to a vertical support. We want to study two options for our joint connection. Assume a factor of safety of 1.5 for both cases. F= 5 kN, c = 200 mm, b = d = 50 mm a. Weld option: Assume we have only one electrode type available (E100XX). Determine the leg length of the weld necessary to attach the cantilever to the vertical support. The allowable pattern of the weld is shown in the image. (h?). We assume the weld itself is the critical part of the design of this joint and ignore stress analysis of the cantilever and the vertical support. b. Bolt option: Assume we can use four bolts. And the bolts are evenly distributed with a distance of d/2 around the center of the joint (O). We have low/medium carbon bolts in all sizes available. Also, assume that the threaded part of the bolts is not in the joint. Determine the bolt diameter appropriate for this joint design. Similar to the previous part, we know that the critical component of the joint is the bolts and ignore stress analysis of the cantilever and the vertical support. You may also ignore the bearing stress on the bolts. b/2 d/2