the plan area of a building 10*15 of superstructure 0.30 then plinth area is
In case of a beam ,main steel is provided along the longer span because, bending moment is directly proportional to length but why in case of one way slab main steel is provided along shorter span while as bending takes place along longer span?comment
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mix design ratio of M30 concrete
actually dia of the bar reduce asper drawing spacing also decrease that time so how to calculate the spacing of with respect to changed bar dia?
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how can calculate cutting length of diamond ring
1.how to calculate 4*3 runner qty in cft. 2.how to calculate the nails qty.(column,beam,slab) 3.if any formula for binding wire qty calculation.
in a building what is the thickness of a wall in metres? dafault wall value?
What is labour rate per kg for cutting,fixing and binding of reinforcement steet..??
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which is cost effective Steel Structural or Concrete Structure building?
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