A bolted connection is made up of 150 x87.5 x9.5mm Angle bar. The angle is made...

 

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A bolted connection is made up of 150 x87.5 x9.5mm Angle bar. The angle is made of A-36 steel and the bolts have a diameter of 20mm A 325 bolts where threads are excluded from shear planes. Properties of 150x 87.5x 9.5 Angle bar A = 2206 mm^2 t = 9.5 mm Fy = 248 Mpa Fu = 400 Mpa Properties of 20mm A-325 Bolts Fv = 207 Mpa Nominal dimension of hole diameter d = 21 mm 1.0 Compute the shear capacity of the connection 2.0 Compute the bearing capacity of the connection 3.0 Compute the tearing capacity of the connection ALL DIMENSION IN MM 50 50 50 50 50 50 50 6101 61 Gusset Plate 31.25 62.5 56.25 T 150 A bolted connection is made up of 150 x87.5 x9.5mm Angle bar. The angle is made of A-36 steel and the bolts have a diameter of 20mm A 325 bolts where threads are excluded from shear planes. Properties of 150x 87.5x 9.5 Angle bar A = 2206 mm^2 t = 9.5 mm Fy = 248 Mpa Fu = 400 Mpa Properties of 20mm A-325 Bolts Fv = 207 Mpa Nominal dimension of hole diameter d = 21 mm 1.0 Compute the shear capacity of the connection 2.0 Compute the bearing capacity of the connection 3.0 Compute the tearing capacity of the connection ALL DIMENSION IN MM 50 50 50 50 50 50 50 6101 61 Gusset Plate 31.25 62.5 56.25 T 150