Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
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Question
Chapter 16, Problem 22P
To determine
Find the member end moments and reactions for the frames.
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The simply supported beam shown in Fig. P.13.10 has its outer regions reinforced so that their
flexural rigidity may be regarded as infinite compared with the central region. Determine the
central deflection.
Ans. 7 WL³1384EI (downwards).
|W
Rigid
Rigid
El
FIGURE P.13.10
L14
L14
L14
L14
Solve Problem 15.18 for the loading shown in
Fig. P15.18 and a settlement of 6 mm at
Support A
18 kN/m
B
D
100 kN m
5 m
El = constant
E = 200 GPa
1= 1,360 (10) mm
A
5 m
5 m
FIG. P15.18, P15.22
determine the member end moments and reactions for the frames shown in the figure using slope deflection method and solve settlement of 7mm at support A.
Chapter 16 Solutions
Structural Analysis (MindTap Course List)
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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