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MindTap Construction for Spence/Kultermann's Construction Materials, Methods and Techniques, 4th Edition, [Instant Access], 4 terms (24 months)
4th Edition
ISBN: 9781305635289
Author: William P. Spence; Eva Kultermann
Publisher: Cengage Learning US
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Chapter 9, Problem 4RQ
To determine
The commonly used types of pre-cast floor and roof slabs
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the tied three-hinged arch is subjected to the loadings shown. Determine the components of reaction at A and C and the tension in the cable
Calculate internal moments at D and E for beam CDE showing all working. Assume the support at A is a roller and B is a pin. There are fixed connected joints at D and E. Assume P equals 9.6 and w equals 0.36
Determine the heel and toe stresses and the factor of safeties for sliding and
overturning for the gravity dam section shown in the figure below for the following
loading conditions:
-
-
-
-
-
Horizontal earthquake (Kh) = 0.1
Normal uplift pressure with gallery drain working
Silt deposit up to 30 m height
No wave pressure and no ice pressure
Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³
- Submerged weight of silt = 0.9 Ton/m³
-
Coefficient of friction = 0.65 and angle of repose = 25°
Solve this question with the presence of gallery and without gallery., discuss
the issue in both cases....
144 m
4m
8m
6m
Wi
8m
+7m.
120m
Chapter 9 Solutions
MindTap Construction for Spence/Kultermann's Construction Materials, Methods and Techniques, 4th Edition, [Instant Access], 4 terms (24 months)
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