Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134610672
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 16, Problem 16.2P
To determine
The component of displacement at joint
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5.85 The flow pattern through the pipe contraction is as shown, and the Q of water is 60 cfs. For d = 2 ft and D = 6 ft, what is the pressure at point B if the pressure at point C is 3200 psf?
D
E
Problem 5.85
20°
B
Please solve problem 8.13 (the highlighted question).
The following figure shows a vertical retaining wall with a granular backfill:
100.0
50.0
40.0
30.0
20.0
10.0-
5.0-
4.0
3.0-
2.0-
= +1 0.8 0.6
0.4
0.2
0.0
-0.2
-0.4
-0.6
-0.8
-0.9
1.0-
0
10
20
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40
45
' (deg)
(a)
Figure Caquot and Kerisel's solution for K
3
Let H = 4m, a = 17.5°, y = 17.5 kN/m³, ' = 35°, and 8' = 10°. For given values of ' and 8', R' = 0.53. Based on Caquot and Kerisel's solution, what would be the passive force per meter length of the wall?
(Enter your answer to two significant figures.)
Pp=
kN/m
Chapter 16 Solutions
Structural Analysis (10th Edition)
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