2. The tension member is a Bar 10 x 120 will be connected to 14mm thick gusset plate with high- strength bolts as shown in the figure below. a. To make a bearing-type connection, a. Determine the number of bolts with considering shear failure of the bolts assuming the threads are in the shear plane. b. Arrange the bolts by using the edge distance and bolt spacing requirements and show them at the connection, then control the bearing strength. c. Determine the number of bolts required in case that the connection is assumed to be a slip-critical connection. 4-14 mm T M20-8.8 SA L=10 mm T.-200 KN 120 * A A- A Section Material : Structural Steel: S355 Bolts M20-8.8 Mean slip coefficient : p=0.50