What is the factor of safety against overturning? d.) What is the factor of safety against sliding assuming M=0.51
What is the factor of safety against overturning? d.) What is the factor of safety against sliding assuming M=0.51
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A masonry dam of a trapezoidal section with one face vertical is 0.60m thick at the top and 3m at the bottom. It is 6.60m high and has a horizontal base. On the inclined face water stands 4.5m deep. Assume sp.gr. = 2.4 for the dam and hydrostatic uplift varies. from 60% at the heel to zero at the toe. Use sp.gr. = 7.4 for concrete.
c) What is the factor of safety against overturning?
d.) What is the factor of safety against sliding assuming M=0.51
e) what is the intensity of pressure at the toe?
Transcribed Image Text:0.60 m
4,SM
メ
3m
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