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A retaining wall with a vertical back 5 m high supports cohesion less backfill of unit weight of 19 kN/m 3 . The upper surface of the backfill rises at an angle of 10° with the hor
the importance of softening point of a bitumen material in the design of a pavement
what are the basic two division of surveying
Beam of arbitrary cross-sectionsubjected to couples M Bending moment at any sectionis M Consider segment of beam subtended by angle θ Some fibres will shorten e.g. ABand o
explain the concept of time dilation on the basis of lorentz transfarmation equations
Q. One-way pre stressing vs two-way pre stressing? At the time of pre-stressing operation at one end, frictional losses will take place and the prestressing force decreases alo
The load from a continuous footing of 1.8 metres width, which may be considered to be a strip load of considerable length, is 180 kN/m 2 . Verify the maximum principal stress at 1.
Tests on Cement: The following tests are conducted on cement in a project site: Setting Time Initial setting time Final setting time Compressive Streng
A pre- engineering base line was run down a very steep hill.rather than measure horizontaily down hill with steel tape: surveyor measured the vertical angle with the theodolite and
i need simple ans for this question tell me precaution of dampness
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