Extracted text: Two plates each with thickness t = 16 mm are bolted together with 6 – 22 mm diameter bolts forming a lap connection. Bolt spacing are as follows: S1 = 40 mm, S2 = 80 mm, S3 = 100 mm. Bolt hole diameter = 25 mm. Using A36 steel having Fy = 248 MPa and Fu = 400 MPa. P →P S2 S2 A. Determine the service load Pa that the connection can carry based on yielding of gross section using ASD. (Note: 1 MPa = 1 N/mm2) B. If P = 200 kN, determine the maximum live load that the connection could carry based on yielding of gross section using ASD.