Quantity of steel calculation in column is very easy and simple just need you little concentration. For your better understanding just look at this example.
suppose we have a column. The height of the column is 4 m and having a cross sectional area is 300 x 400 mm and having a 40 mm of clear cover. Six bars are going to use having a diameter of 16 mm. The diameter of stirrup is 8 mm and having a spacing @ 150 mm and @200 mm at L/3 respectively.
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