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.
D מב ם Front view -18 mm -6 mm B B C -160 mm -120 mm Side view A 27 u в B Top view
Determine the Axial Stress in bar BD in MPa. (2 Decimals)
Determine Factor of Safety for the link BD with respect to the ultimate normal stress of 400 MPa. (2 decimals).
Determine the Axial deformation in bar BD in mm. (3 Decimals)
Determine Factor of Safety with respect to shear in the pin C if the ultimate shear is 150 MPa. (2 decimals).
Determine Angle of Rotation of the rigid bar ABC in degrees (3 decimals).
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
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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
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