Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Question
Chapter 7, Problem 30P
To determine
Find the deflection at point C of the beam using virtual work method.
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Problem 7.18
Determine the horizontal deflection at joint E of
the truss shown in the figure if member BC is
18mm too long and member CE is 15mm too
short. Use the method of virtual work.
4 m
4 m
B
3 m
a = 1.2 (10 SyC
FIG. P7.16, P7.18
M
В
Determine the equations for slope and
deflection of the beam shown by the direct integration
method. EI = constant.
FIG. P6.1
Use the virtual work method to determine the deflection at point C of
the beam shown.
100 KN
300 kN-m
B
6 m
21
E = constant = 70 GPa
I = 500 (106) mm²
FIG. P7.23
3m
I
Chapter 7 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 7 - Prob. 1PCh. 7 - Prob. 2PCh. 7 - Prob. 3PCh. 7 - Prob. 4PCh. 7 - Prob. 5PCh. 7 - Prob. 6PCh. 7 - Prob. 7PCh. 7 - Prob. 8PCh. 7 - Prob. 9PCh. 7 - Prob. 10P
Ch. 7 - Prob. 11PCh. 7 - Prob. 12PCh. 7 - Prob. 13PCh. 7 - Prob. 14PCh. 7 - Prob. 15PCh. 7 - Prob. 16PCh. 7 - Prob. 17PCh. 7 - Prob. 18PCh. 7 - Prob. 19PCh. 7 - Prob. 20PCh. 7 - Prob. 21PCh. 7 - Prob. 22PCh. 7 - Prob. 23PCh. 7 - Prob. 24PCh. 7 - Prob. 25PCh. 7 - Prob. 26PCh. 7 - Prob. 27PCh. 7 - Prob. 28PCh. 7 - Prob. 29PCh. 7 - Prob. 30PCh. 7 - Prob. 31PCh. 7 - Prob. 32PCh. 7 - Prob. 33PCh. 7 - Prob. 34PCh. 7 - Prob. 35PCh. 7 - Prob. 36PCh. 7 - Prob. 37PCh. 7 - Prob. 38PCh. 7 - Prob. 39PCh. 7 - Prob. 40PCh. 7 - Prob. 41PCh. 7 - Prob. 42PCh. 7 - Prob. 43PCh. 7 - Prob. 44PCh. 7 - Prob. 45PCh. 7 - Prob. 46PCh. 7 - Prob. 47PCh. 7 - Prob. 48PCh. 7 - Prob. 49PCh. 7 - Prob. 50PCh. 7 - Prob. 51PCh. 7 - Prob. 52PCh. 7 - Prob. 53PCh. 7 - Prob. 54PCh. 7 - Prob. 55PCh. 7 - Prob. 56PCh. 7 - Prob. 57PCh. 7 - Prob. 58PCh. 7 - Prob. 59PCh. 7 - Prob. 60PCh. 7 - Prob. 61PCh. 7 - Prob. 62PCh. 7 - Prob. 63PCh. 7 - Prob. 64PCh. 7 - Prob. 65PCh. 7 - Prob. 66PCh. 7 - Prob. 67PCh. 7 - Prob. 68PCh. 7 - Prob. 69P
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- For the beam shown below, determine the vertical deflection at point B by using the virtual work method. El is constant. -5 ft A -5 ft 12 k -5 ft B -5 ft 70 k-ft Fig. 2arrow_forwardDetermine the slope and deflection at point D of the beam shown Using the conjugate beam methodarrow_forwardDetermine the slope and deflection at point B of the beam shown in Fig. 6.15(a) by the conjugate-beam method.arrow_forward
- Determine the vertical deflection at joint C of the truss shown in Fig. 7.8(a) due to a temperature drop of 15 F 8 in members AB and BC and a temperature increase of 60 F 8 in members AF, FG, GH, and EH. Use the virtual work methodarrow_forward2-Determine the slope and deflection at point B of the beam shown by the direct integration method 1(Ut ñş) 50KN m A В 4 m El = constant E 70 GPa %3D I 164 (106) mm4 %3Darrow_forward
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