Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- a) Setup moment equilibrium equations to find the rotations and deflections at B and C (using the slope deflection method) A B 10m 60⁰ 2kN/m 12 m El =constant 20marrow_forwardDraw the shear and bending moment curves for the beam and loading and the maximum absolute value of the shear and bending moment in the beam by the semi-graphical method. SHOW COMPLEte SOLution. 30 kN 38 kN/m B A D -1.8 m 0.9 m -3.6 marrow_forwardWhat is the magnitude of the moment of F about point B? F= 15i + 12j – 8k (kN) A. (4, 4, 2) m .в (6, 3, - 4) marrow_forward
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