Footing Caculation
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Page 1 of 2 Prepared By_____________ Name: Rizwan Ejaz Designation: Q.S. Drawing No. : Description Shape of Bar Dia of Bar Spacing Span Cut Length # Meter Meter Meter Footing 1800mm Thick Top and Bottom 25 0.150 4.000 4.000 4.000 Total Qty R.Mtr Weight KG per R.Mtr Total Weight in KGs Grand Total Weight in KGs Grand Total With 5% Wastage Structural Component:
Transcript of Footing Caculation
Page 1 of 2
Prepared By_____________Name: Rizwan EjazDesignation: Q.S.
Drawing No. :
Description Shape of Bar
Dia of Bar Spacing Span Cut Length
# Meter Meter Meter
Footing 1800mm Thick
Top and Bottom 25 0.150 4.000 4.0004.000
Total Qty R.Mtr
Weight KG per R.Mtr
Total Weight in KGs
Grand Total Weight in KGs
Grand Total With 5% Wastage
Structural Component:
Page 2 of 2
Prepared By_____________Name: Rizwan EjazDesignation: Q.S.
Rev. No. REV.01 Reference No.
Level: 0 Dated:
10 12 16 20 22 25
4 28 112 448.00 320
Total Qty R.Mtr 0.00 0.00 0.00 0.00 0.00 448.00 0.00 320.00
Weight KG per R.Mtr 0.617 0.888 1.579 2.467 2.985 3.854
Total Weight in KGs 0.00 0.00 0.00 0.00 0.00 1726.59
Grand Total Weight in KGs 1726.59Grand Total With 5% Wastage 1812.92
Nos of Member
Nos of Bars in Each Member
Total Nos of Bars
Bar Designation/ (Total RMtr LenFth of Each Dia Bar)
