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Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Textbook Question
Chapter 15, Problem 21P
Solve Problem 15 .17 for the loading shown in Fig. P15.17 and a settlement of 50 mm at support D.
FIG. P15.17, P15.21
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Students have asked these similar questions
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
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
The beam is built in at both ends and loaded by a distributed load
which has the constant intensity w at the first two thirds of the beam length and linearly
decreases from w to zero over the remaining part of the beam length (Fig. 1). Find the
equation for the w value at the onset of the plastic collapse in terms of the beam cross-sectio
fully plastic moment, Mp, and I.
W
2/
Fig. 1
Chapter 15 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 15 - Prob. 1PCh. 15 - Prob. 2PCh. 15 - Prob. 3PCh. 15 - Prob. 4PCh. 15 - Prob. 5PCh. 15 - Solve Problem 15.2 for the loading shown in Fig....Ch. 15 - Solve Problem 15.4 for the loading shown in Fig....Ch. 15 - Prob. 8PCh. 15 - Prob. 9PCh. 15 - Prob. 10P
Ch. 15 - Prob. 11PCh. 15 - Prob. 12PCh. 15 - Prob. 13PCh. 15 - Prob. 14PCh. 15 - Prob. 15PCh. 15 - Prob. 16PCh. 15 - Prob. 17PCh. 15 - Prob. 18PCh. 15 - Prob. 19PCh. 15 - Prob. 20PCh. 15 - Solve Problem 15 .17 for the loading shown in Fig....Ch. 15 - Prob. 22PCh. 15 - Prob. 23PCh. 15 - Prob. 24PCh. 15 - Prob. 25PCh. 15 - Prob. 26PCh. 15 - Prob. 27PCh. 15 - Prob. 28PCh. 15 - Prob. 29PCh. 15 - Prob. 30PCh. 15 - Prob. 31P
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