Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 9, Problem 4P
To determine
Find the maximum positive and negative shears and the maximum positive and negative bending moments at point C.
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Prob. 4.3-13. The solid circular shaft in Fig. P4.3-13 is sub-
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- 0.1: Figure Q.1. shows an overhanging beam AD supported at A and C and, uniformly distributed loads of 150 N/m and 250 N/m plus the couple of magnitude 2500 N- m are subjected to the beam. Determine the reactions at A and C, then draw the shearing force and bending moment diagrams. 250 N/m 150 N/m B 2500 N.m 3 m 3 m -3 m- RA Rcarrow_forwardQ-2 The continuous beam ABC is hinged at A with roller supports at B and C. It is loaded with a uniformly distributed load of I KN/m for the whole length and a concentrated load of 10 kN as shown in Fig.2. Use the method of consistent deformations to determine the reaction components and draw the shear force and bending moment diagrams for the beam. (constant EI). (¹ 10 kN 5m + 5m 1 kN/m B 10m Fig.2arrow_forwardFor the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of 90 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m.arrow_forward
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