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A Masonary Dam &m high, 1.5m wide at the top and 5m wide at the Base retains water to a depth of 7.5 m, the water face of the dam being If the weight of water is 9.81 KN/m², weight of Masonary is 22 KN/m³, the vertical. maximum intensity of stress developed at the base will be nearly. @196 KN/m². 182 KN/m2 160 KN/m² 148 KN/m2

A Masonary Dam &m high, 1.5m wide at the top and 5m wide at the Base retains water to a depth of 7.5 m, the water face of the dam being If the weight of water is 9.81 KN/m², weight of Masonary is 22 KN/m³, the vertical. maximum intensity of stress developed at the base will be nearly. @196 KN/m². 182 KN/m2 160 KN/m² 148 KN/m2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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being vertical. the A Masonary Dam 8 m high, 1.5m wide at the top and 5m wide at the Base, retains water to a depth of 7.5 m, the water face of the dam If the weight of water is 9.81 KN/m², weight of Masonary is 22 KN/m³, maximum intensity of stress developed at the base will be @ 196 KN/m². 182 KN/m2 160 KN/m² 148 KN/m² nearly.
Transcribed Image Text:being vertical. the A Masonary Dam 8 m high, 1.5m wide at the top and 5m wide at the Base, retains water to a depth of 7.5 m, the water face of the dam If the weight of water is 9.81 KN/m², weight of Masonary is 22 KN/m³, maximum intensity of stress developed at the base will be @ 196 KN/m². 182 KN/m2 160 KN/m² 148 KN/m² nearly.
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