For a connection, as shown in figure below, uses 24 mm diameter bolt having net tensile stress area of 353 mm2 in each shear plane to connect an ISF 175 × 12 mm with gusset plate. Block shear strength of the joint need not be considered. (Take ultimate stress of bolt and plate as 400 MPa and 410 MPa).

The strength of the joint (in kN) if slip is permitted is-

1
46
2
66
3
89
4
115

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