Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 9, Problem 6P
To determine

Find the maximum positive and negative shears and the maximum positive and negative bending moments at point C.

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Q.2. A beam ABC with an overhang at one end supports a uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN as shown in figure (2). Draw the shear-force and bending-moment diagrams for this beam. 12 kN/m -1.6 m- H B -1.6 m- Fig. (2) 2.4 kN 1.6m ic
Prob. 4.3-13. The solid circular shaft in Fig. P4.3-13 is sub- jected to a distributed external torque that varies linearly from intensity of to per unit of length at x = 0 to zero at x = L. The shaft has a diameter d and shear modulus G and is fixed to a rigid wall at x = 0. (a) Determine an expression for the maximum (cross-sectional) shear stress in the shaft as a function of the distance x from the left end. (b) Deter- mine an expression for the total angle twist, d. at the free end. The shear modulus of elasticity is G. C to -t(x) P4.3-13 OB
The continuous beam ABC, Fig.2, is fixed at A and pinned at C with a roller support at B. The point loads of 30 KN and 20 kN act at the midpoints of AB and BC respectively. 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). AH F 30 kN ↓ 12m 20 kN 12m Fig.2
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