Answer / manoj

dear as you post your question is not complete.

First of all in any case as per 456:2000

The horizontal distance between parallel main
reinforcement bars shall not be more than three
times of the effective depth of solid slab or
300 mm whichever is smaller.

Let Consider 12 dia of steel @ 175 c/c

Now

A1/A2 = S1/S2

A1 is 12 dia of steel which have total cross section area 113.112 mm2 and S1 is spacing c/c is 175 mm

A2 is the steel which you want to replace have an cross section area is 77.55 mm2 and we need spacing for that.

113.112/78.55 = 175/?

and the answer is 121.52

say 122 mm c/c spacing

you can follow the same formula in any equation but with in norms.

Answer / mughalsab

when u design slab then what is the spacing according to 12mm steel?

providing, fixing, removal of pockets of size 100*150*300mm to 500*600*1000mm for foundation. the shuttering material used for making &fixing of pockets shall be removed by the contractor without damaged to pockets. if any damage occurred, the same shall be rectified by the contractor is to handover the pockets to forge shop engineer with proper marking of centre lines, levels etc.

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