Answer Posted / mr. ajay kumar singh

Dear concern person his proper formula or proper pattern is only bar bending schedule of steel (BBS of reinforcement) of respectively Column, beam and slab.
But his some many coefficient is follow up.
1. Column - 0.3 MT/ Cum of concrete volume.
2. Beam - 0.15 MT / Cum of concrete volume.
3. Slab - 0.12 MT / Cum of concrete volume.

If any quarry in technical or building construction question,then please contact my Email Id.

Sincerely.

From,
Mr. Ajay Kumar Singh
ajay_singh1967@rediffmail.com

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