1. calculate the capacity of the shear connection below. A36 Plate: Fyp = 248 MPa, Fup = 400 MPa. A992 Beam: Fyb = 345 M
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1. calculate the capacity of the shear connection below. A36 Plate: Fyp = 248 MPa, Fup = 400 MPa. A992 Beam: Fyb = 345 M
x= 45 mm No. of bolts = 4 boltstp = 16 mm
1. calculate the capacity of the shear connection below. A36 Plate: Fyp = 248 MPa, Fup = 400 MPa. A992 Beam: Fyb = 345 MPa, Fub = 450 MPa. Fexx weld = 480 MPa. twb = 10.92 mm 13, X, X nr - 200 A325 -N-SSLT Bolts 40 spaced @ 60mm' 40 W24X62 A992 Beam tp thk A36 Plate