1.

Consider the following data regarding a theoretical profile of a dam:Permissible value of compressible stress σ = 350 tonnes/m2Specific gravity of concrete s = 2.4Uplift coefficient c = 0.6 mThe value of γ = 1The height and base width will be nearly

A. 125 m and 63 m
B. 175 m and 63 m
C. 125 m and 93 m
D. 175 m and 93 m
Answer» D. 175 m and 93 m


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