SITUATION 2: A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P= 210 kN. The diagonal member is on a slope 2V:1H and is connected to a supporting beam by a wide tee. S1= 38 mm t1 = 16 mm S2= 75 mm t2= 16 mm S3= 100mm t3= 16 mm Allowable strength and stresses: Yield strength, F, = 248 MPa Ultimate Strength, F = 400 MPa Bolt shear strength, F= 150 Mpa Bolt Tensile Stress, F= 195 Mpa Bolt Bearing Stress, F₂= 1.2Fu Assume that the bolts are equally Loaded. 1. Determine the required "d₂" of the 3 bolts in shear connecting the double-angle member to the wide tee. Round your answer to whole number. 2. Determine the required diameter "d₂" of the four bolts in tension connecting the wide tee to the flange supporting beam Round your answer to whole number. 3. Design the diameter "d₂" of the four bolts connecting the wide tee to the flange supporting beam. Round your answer to whole number.