Structural Analysis, SI Edition
6th Edition
ISBN: 9780357030981
Author: Aslam Kassimali
Publisher: Cengage Learning US
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Chapter 15, Problem 22P
To determine
Find the member end moments and reaction for the frames.
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For the gravity dam shown in the figure, The following
data are available:
-Unit weight of concrete (Yeone) 2.4 ton/m³
Vertical down ward earth quake factor (K,) = 0.1
Neglect Wave pressure, silt pressure and ice force
The wind velocity (V)-45 Km/hr
Straight length of water expanse (F) 75 Km
=0.7
14-70m
3h T
a- Find the factor of safety against sliding and overturning (F.Slid F.Sover)
b- Find the toe and heel stresses (hma, and hmin.)
c-Check tension.
8m
QUESTION 2-(40 Points)
In the case where other information is given in the figure, the wall is under the
effect of a uniform lateral wind load of 0.7 kN/m2. Since the foundation is sized
according to the safe bearing capacity of the soil and the safe bearing capacity
remains the same, find the width of this foundation asymmetrically (with
uniform base pressure). Draw the vertical section of the wall of the asymmetric
foundation and write its dimensions and values on it. Draw the T and M
diagrams along the width. The foundation thickness is the same in both cases.
q=0.7 kN/m2
5 m
R
Duvar
Nd=Wd
0.7 m
T
K
0
0.6
0.5
1.7 m
Yb-24 kN/m3
0.6 m
T
+
foundation
Can you pls. Explain on how to get "BETA T" and "BETA C" on this study about VALUE OF TRAVEL TIME.
Chapter 15 Solutions
Structural Analysis, SI Edition
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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