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Question Give a reason that why are high and narrow beams not desirable in concrete piers? Answer Supported on past experience in other, high and narrow beams after
max. moment at cantilever in up or down of support or free of end
what are factors that affect bearing capacity of a shallow footing
various continuous triangular load
A footing, 2 m square, is founded at a depth of 1.5 m in a sand deposit, for which the corrected value of N is 27. The water table is at a depth of 2 m from the surface. Verify the
compressive stenght assigments.
what is the density of rcc
minimun difference in level of inlet and oulet pipe level invert in manhole
Q. Describe the Consolidation Settlement? The resulting settlements which are time-dependent and are termed consolidation settlements. After the consolidation settlements take
Two load tests were conducted at a site-one with a 0.5 m square test plate and the other with a 1.0 m square test plate. For a settlement of 25 mm, the loads were found to be 60 kN
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