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RCC Column Design Fck = 20 N/mm2. Fy = 500 N/mm2. Ag = Gross area of Column. Area of Steel in concrete(Asc) = (1/100) x Ag. Area of Concrete(Ac) = Gross area of column(Ag) ? Area of steel(Asc) Ac = Ag ? 0.01 Ag. Ac = 0.99 Ag. Pu = Axial load on Column (600 x 1.5) = 900 KN.

Column size depends on various factors like number of floors, span between two column, is it short or slender, For 5m span 1 storey/single floor/ground floor/G+0 residential building, it could be 230×230, for G+1 it could be 230x 300mm, for G+2 it could be 300x 300mm,for G+3 it could be 300x 380mm and for G+4 it could

Basic Rules in Column sizes Minimum column size should be taken as 9?X9? (230mmX230mm). Minimum Bar diameter is taken as 12mm. Grade of the concrete should be at least M20. Concrete cover is taken in between 25mm to 50mm values. If possible use square columns only. At least take 4 no's of bars in column.

RCC Footing - YouTube YouTube Start of suggested clip End of suggested clip Before constructing the footing Ram the base of the footing trench adequately a concrete bed of 150MoreBefore constructing the footing Ram the base of the footing trench adequately a concrete bed of 150 millimeter thick in one is to 4 is to eight mix is laid over the ramped earthen base.

Numbering the column. Column Shape Choose. At first, choose the column shape.Draw the Column. After fixed the column shape the 2nd step to draw the column.Fixed the Column Location.Set the Grid Line.Numbering the Grid Line.Set the Dimension Respect to Grid Line.Numbering the Column.

Numbering the column. Column Shape Choose. At first, choose the column shape.Draw the Column. After fixed the column shape the 2nd step to draw the column.Fixed the Column Location.Set the Grid Line.Numbering the Grid Line.Set the Dimension Respect to Grid Line.Numbering the Column.

RCC Column Design Fck = 20 N/mm2. Fy = 500 N/mm2. Ag = Gross area of Column. Area of Steel in concrete(Asc) = (1/100) x Ag. Area of Concrete(Ac) = Gross area of column(Ag) ? Area of steel(Asc) Ac = Ag ? 0.01 Ag. Ac = 0.99 Ag. Pu = Axial load on Column (600 x 1.5) = 900 KN.