Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 6, Problem 6.10QPP
To determine
Using the ASD method for ultimate limit state design for the dimensions obtained in Problem 6.9 and check that, whether the bearing pressure distribution always meets the eccentricity requirements.
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The floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed
live load of 1.9 kPa over its surface area. Determine the factored (ASD) axial load (kN) to be carried by the column at O.
Girder
Floor beam
Column
Į
FH
H
K
B
G
L
H
M
4 at 7.5 m 30 m
D
N
E
-Io
2 at 12 m =
24 m
The point loads are placed at the fixed positions shown in the figure and they are
live loads.
A
K
a
b
a
1₁
B
Asc
Ast
Cross section
1₂
W
C (centre)
D
f' = 38 Mpa
f'ct.f=
fsy
= 500 MPa
Es = 200 GPa
Ec
= 3.5 MPa
= 28600 MPa
1₂
Variables
1₁2.5 m
1₂3m
a 55 mm
600
b
Ast
mm
400
mm
620
mm²
3200
mm²
In the trapezoidal load shown, if h1 = 4 kN/m, and y = 3 kN/m. What is the value of h2?
Chapter 6 Solutions
Foundation Design: Principles and Practices (3rd Edition)
Ch. 6 - What is the difference between a square footing...Ch. 6 - Prob. 6.2QPPCh. 6 - Prob. 6.3QPPCh. 6 - A 400 kN vertical downward column load acts at the...Ch. 6 - A bearing wall carries a dead load of 5.0 k/ft and...Ch. 6 - Prob. 6.6QPPCh. 6 - A 5 ft square, 2 ft deep spread footing is...Ch. 6 - Consider the footing and loads in Problem 6.7,...Ch. 6 - The two columns in Figure 6.19 are to be supported...Ch. 6 - Prob. 6.10QPP
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