The A36 W470x105 beam has web thickness of 12 mm is spliced near the support using 16 mm thick connector plate welded to part B and bolted using 16 mm diameter A325 bolts to point A. No bolt threads are in the shear plane. Given: S1 = $2 = $5 = 50 mm; $3= 75 mm; S4 = 150 mm Use Fy = 248 MPa and Fu = 400 MPa for A36 steel. The factored load acts at an eccentricity e = 250 mm from the centroid of the bolt group. A s2 s4 $5 B s1 s2 3 @ s3 s2 s1 Calculate the force acting on the most critical bolt if P = 200 kN.. Calculate the maximum force P based on bolt shear strength.. Calculate the utilization ratio on bolt bearing stress if P = 130 kN and member nominal bearing strength of 2.4Fu.