n 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 chickness) with length of 150 mm. Assume E of the link BD is 200 GPa. Let P = 2 kN Determine the Axial deformation in bar BD in mm. (3 Decimals) Front view 18 mm 6 mm IB B Side view 160 mm -120 mm Top view

n 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 chickness) with length of 150 mm. Assume E of the link BD is 200 GPa. Let P = 2 kN Determine the Axial deformation in bar BD in mm. (3 Decimals) Front view 18 mm 6 mm IB B Side view 160 mm -120 mm Top view

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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