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A truss member consistinng of two angles ISA 75x75x6 mm placed back to back. It carries an ultimate load of 150 kN and is

 

A truss member consistinng of two angles ISA 75x75x6 mm placed back to back. It carries an ultimate load of 150 kN and is connected to a gusset plate 8 mm thick placed between the two connected legs. Determine the number of 16 mm diameter 4.6 grade ordinary bolts reqyured for the joint. Assume fu of the plate as 410 MPa. Consider threads are in the shear planes. 150 KN JL 75 x 75 x 6

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