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
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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.2.1P
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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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