EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
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Question
Chapter 10, Problem 30P
To determine
Sketch the substructure for analysis of symmetric response.
Sketch the substructure for analysis of antisymmetric response.
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HOMEWORK (1) For the plan and section of the wall shown below, calculate the
following: -
1. the length of footing excavation
2, the length of bricks work under D.P.C for each step
by using:
a) Centre line method
b) Long wall-short wall method
عرف الحق
Im
D.P.C
1.00 m
Section
0.24 m
0.36 m
0.48 m
15 m
r
N
8 m
5 m
Plan
F
following:
1. the length of footing excavation
2. the length of bricks work under D.P.C for each step
by using:
a) Centre line method
b) Long wall-short wall method
D.P.C
1.00 m
0.24 m
0.36 m
y0.48 m
15 m
Section.
N
A
k
W
8 m
5 m
زف الحو
不
Z
Plan
ate the
L
Page 3
3.5) Using the Method of Components, determine the magnitude, the direction,
and the sense of the resultant for the coplanar concurrent force system shown below.
Y
76 lbs
10 kips
4
3
0
Y
12 kips
5
12
> x
60 lbs
Chapter 10 Solutions
EBK STRUCTURAL ANALYSIS
Ch. 10 - Prob. 1PCh. 10 - Prob. 2PCh. 10 - Prob. 3PCh. 10 - Prob. 4PCh. 10 - Prob. 5PCh. 10 - Prob. 6PCh. 10 - Prob. 7PCh. 10 - Prob. 8PCh. 10 - Prob. 9PCh. 10 - Prob. 10P
Ch. 10 - Prob. 11PCh. 10 - Prob. 12PCh. 10 - Prob. 13PCh. 10 - Prob. 14PCh. 10 - Prob. 15PCh. 10 - Prob. 16PCh. 10 - Prob. 17PCh. 10 - Prob. 18PCh. 10 - Prob. 19PCh. 10 - Prob. 20PCh. 10 - Prob. 21PCh. 10 - Prob. 22PCh. 10 - Prob. 23PCh. 10 - Prob. 24PCh. 10 - Prob. 25PCh. 10 - Prob. 26PCh. 10 - Prob. 27PCh. 10 - Prob. 28PCh. 10 - Prob. 29PCh. 10 - Prob. 30P
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