EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 8220100547058
Author: Das
Publisher: CENGAGE L
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Question
Chapter 4, Problem 4.3P
a)
To determine
Find the allowable gross vertical load-bearing capacity of the continuous foundation.
b)
To determine
Find the allowable gross vertical load-bearing capacity of the continuous foundation.
c)
To determine
Find the allowable gross vertical load-bearing capacity of the square foundation.
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A piece of engineering equipment is supported by the foundation shown. The diameter of the circular pin is 20 mm.
a.) Determine the value of P so as not to exceed the allowable bearing stress of 310.5 Mpa in the circular pin.
b.) Determine the value of P so as not to exceed the allowable shearing stress of 138 Mpa in the circular pin.
A piece of engineering equipment is supported by the foundation shown. The diameter of the circular pin is 20 mm.
a.) Determine the value of P so as not to exceed the allowable bearing stress of 310.5 Mpa in the circular pin.b.) Determine the value of P so as not to exceed the allowable shearing stress of 138 Mpa in the circular pin.
10 KN
20 KN / m
5 KN / m
A
B
SIMPLE STRESSES
5 KN / m
F
50 KN-m
5 KN / m
E
2. Points C and D of the
1.00
1.00
1.00
1.00
2.00
1.00
beam system shown in
the figure is 500mm x
600 mm wooden
(in meters)
column. What is
30°
3.00 m
bearing stress along the
grain of the wooden
post in Point C?
0.50 m
Chapter 4 Solutions
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
Ch. 4 - For the following cases, determine the allowable...Ch. 4 - A square column foundation has to carry a gross...Ch. 4 - Prob. 4.3PCh. 4 - The applied load on a shallow square foundation...Ch. 4 - A column foundation (Figure P6.9) is 3 m × 2 m in...Ch. 4 - Prob. 4.6PCh. 4 - For the design of a shallow foundation, given the...Ch. 4 - An eccentrically loaded foundation is shown in...Ch. 4 - Prob. 4.9PCh. 4 - For an eccentrically loaded continuous foundation...
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