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Footing - 80 kg/cumeccolumn - 160 kg/ cumecBeam. - 110 kg/ cumecslabe. - 80 kg / cumecBy thomb rule
For Footing & Pedastral 1-1.5% of Volume of ConcreteFor Columns 2-2.5% of Volume of ConcreteFor plinth beam 1.5%-2% of Volume of ConcreteFor Roof Beam 2-2.5% of Volume of ConcreteFor roof slab 1-1.5% of Volume of ConcreteFor RCC Road 0.5-1% of Volume of Concrete