Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 9, Problem 7P
To determine
Draw the influence lines for the shear and bending moment at point D.
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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
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components and draw the shear force and bending moment diagrams for the beam.
(constant EI).
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F
30 kN
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12m
20 kN
12m
Fig.2
Q1: The steel shaft shown in Fig. is subjected to tw concentrated torques at B and C. If the shear modul of the steel material G is 80 GPa, determine: 1. The total angle of twist at the free end at C. / maximum shear strain Y max in each segment shaft AB and BC.
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