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1 building project (work in progress) and following are sum
detail about his project
1) Using local rebar grade 415
2) Total built up area- 60000 sq.ft
3) Floors to be constructed – 21 storey
4) Estimated requirement of Steel per sq. foot –
7KG/sq.ft
5) Concrete grade – M35
6) Rebars mainly required (sizes)- 16,20,25,32 & (8 mm
for stirrups)
Wanted to ask u if this person uses 500D…what are the
benefits he will be getting? Whether his per Sq. foot
consumption can b reduce? If yes den around how much?
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