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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.
I need urgent support in my assignment and also my UU triaxial lab report. thanks Maryam
Q. Design the Drainage pipes system in reclamation areas? In reclamation areas drainage pipes are generally laid at flatter gradients when compared with upstream stormwater pip
what is shear failure and shear force please explian?
distomat
how can find forebearing
what will be the w/c ration and cement/fly ash ration for the particular mix design
how to convert UVL to UDL
1. Where permanent bench of india located ? 2. use of Permanent BenchMark ?
hoyers long line method?
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