D Front view 18 mm 6 mm B IB Side view 160 mm 120 mm 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 Vertical displacement of point B in mm (3 decimals)

D Front view 18 mm 6 mm B IB Side view 160 mm 120 mm 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 Vertical displacement of point B in mm (3 decimals)

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 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

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