D CED Front view 18 mm 6 mm B B Side view 160 mm 120 mm A Top view In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD (18 mm width and 6 mm thickness) with length of 150 mm. Assume E of the link BD is 200 GPa. P = 2 kN Determine Factor of Safety with respect to shear in the pin C if the ultimate shear is 150 MPa. (2 decimals).

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