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rehan | Updated on 1/30/2016 |
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0 views | 0 answers | I am constructing 30*60 feet plot ,with G+4 floors, G is parking floor, Its All RCC, my columns are 9 inch*15 inch, is this dimension of columns enough to bear load of G+4? Secondly my floor beams and plinth beams are also 9 inch wide, so how the bars of beam will pass from inside the longitudinal main bars of column, Is it a good practice to bend bars to fit inside column bars. |
| 0 views | 0 answers | I am constructing 30*60 feet plot ,with G+4 floors, G is parking floor, Its All RCC, my columns are 9 inch*15 inch, is this dimension of columns enough to bear load of G+4? Secondly my floor beams and plinth beams are also 9 inch wide, so how the bars of beam will pass from inside the longitudinal main bars of column, Is it a good practice to bend bars to fit inside column bars. |
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