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What are the problems in under water concreting?
A Beam A B 12 meter long rests on supports 9 meter apart the right hand end over hanging the supports by 1 m and the left hand end by 2 m . The beam carries a uniformity distribute
meaning of scale factor
Would there be a difference in the result of an underwater rebound hammer versus a typical rebound hammer?
how do u calculate WCB GIVEN 1 KNOWN ANGLE
design a 3-meter cantilever slab to carry a uniform total dead load of 8.2KN/m^2 and a concentrated live load at the free end of 30 KN/m. f''c=28Mpa fy=420Mpa.
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free body digram
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.
limitation in using with bitumen as watertight material
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