Current Attempt in Progress Rigid bar DB in the figure is supported at pin B by axial member ABC, which has a cross-sectional area of A, = A2 = 95 mm2 , an elastic modulus of Ej = E2 = 750 MPa, and lengths of L1 = 450 mm and L2 = 575 mm. A load of Q = 535 N is applied at end C of member (2), and a load of P = 1505 N is applied to the rigid bar at a distance of a = 75 mm from pin support D and b = 55 mm from pin B. Determine the magnitudes of the downward deflections of: (a) pin B. (b) pin C. (1) Rigid bar B a L2 (a) VB = i mm (b) vc = i mm

Current Attempt in Progress Rigid bar DB in the figure is supported at pin B by axial member ABC, which has a cross-sectional area of A, = A2 = 95 mm2 , an elastic modulus of Ej = E2 = 750 MPa, and lengths of L1 = 450 mm and L2 = 575 mm. A load of Q = 535 N is applied at end C of member (2), and a load of P = 1505 N is applied to the rigid bar at a distance of a = 75 mm from pin support D and b = 55 mm from pin B. Determine the magnitudes of the downward deflections of: (a) pin B. (b) pin C. (1) Rigid bar B a L2 (a) VB = i mm (b) vc = i mm

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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