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 D if the ultimate shear is 150 MPa (2 decimals). Front view 6 mm 18 mm B IB Side view 120 mm 160 mm Top view 11:0

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 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 D if the
ultimate shear is 150 MPa (2 decimals).
Front view
6 mm
18 mm
B
B
Side view
120 mm
160 mm
Top view
11:0
Transcribed Image Text: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 D if the ultimate shear is 150 MPa (2 decimals). Front view 6 mm 18 mm B B Side view 120 mm 160 mm Top view 11:0
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