Rigid bar DB in the figure is supported at pin B by axial member ABC, which has a cross-sectional area of A1 = A2 = 90 mm2, an elastic modulus of E1 = E2 = 1000 MPa, and lengths of L1 = 380 mm and L2 = 580 mm. A load of Q of member (2), and a load of P = 1555 N is applied to the rigid bar at a distance of a = 75 mm from pin support D and b = 35 mm = 350 N is applied at end C from pin B. Determine the magnitudes of the downward deflections of: (a) pin B. (b) pin C. L1 (1) Rigid bar B a L2 (2)
Rigid bar DB in the figure is supported at pin B by axial member ABC, which has a cross-sectional area of A1 = A2 = 90 mm2, an elastic modulus of E1 = E2 = 1000 MPa, and lengths of L1 = 380 mm and L2 = 580 mm. A load of Q of member (2), and a load of P = 1555 N is applied to the rigid bar at a distance of a = 75 mm from pin support D and b = 35 mm = 350 N is applied at end C from pin B. Determine the magnitudes of the downward deflections of: (a) pin B. (b) pin C. L1 (1) Rigid bar B a L2 (2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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