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COLUMNS
• Total No of 200Nos
• Avg No of bars ==16 nos
• Avg Dia =20mm
• Lapping = 20x40=800mm
• Per column = 16*0.8=12.80 mt
• For 200 column = 12.80x200= 2560 mt
• For 20 Floors = 2560*20=51200mt
• No of bars =51200/12=4266.66 or 4267 no of rods
• weight = 4267x18.96=80902.32kgs= 80.90 tonnes=80.90x60000=4854000/-
• Columns Qty calculation:
• Shuttering Area= Peripheral Length x Height
• Vol of Concrete= Length x Breadth x Height
• Length of main bar
• L= Height of Column+Ld(16D)+Lapping Length(40D)
• Ties or Stirrups
• L= 2 (a+b) + Hook Length(9D+9D)
• No = Height/Spacing+1
S
n
o
Description Nos Len Breadth Depth/
Height
Qty Units
1 Area of Shuttering for
Column(0.23 x 0.38)
Area = Length X Height
Length = 2(a+b)
A=0.23
B=0.38
Length = (0.23+0.38) x
2= 1.22mt
Height(Upto GL +Above
GL)=2.13+3.00=5.13 Mt
13 1.22 5.13 8.13 Sqm
2 Volume of RCC (
0.23x0.38)
Length =0.23
Breadth = 0.38
Height = 5.13
13 0.23 0.38 5.13 5.82 Cum
BBS FOR COLUMNS
S
n
o
Description Nos Cutting Len 8mm 12mm 16mm Qty
1 Columns upto Ground level C1
(9”x1’-3”)
Main bars 12mm:
Length of Main bar = Height of
the column + Ld (Development
Length)
Length = 5.13Mt
Ld= 16d(Length is given in
drawing)
Ld=0.30Mt
Length of the main
bar=5.13+0.30=5.43 mt
No of bars=8Nos
9x8 5.43 0.88 344.04kgs
2 Stirrups (0.23x0.38):
S=L+9d+9d=L+18d
L=2(a+b)
A=0.23 - 0.04- 0.04=0.15mt
B=0.38-0.04-0.04=0.30mt
L= 2(0.15+0.30)=2(0.45)
9x35 0.84 0.39 103.194Kgs
S
n
o
Description Nos Cutting Len 8mm 12mm 16mm Qty
1 Stirrups (0.23x0.38):
S=L+9d+9d=L+18d
S2=L2+18d
L2=2(a2+b2)
A2=0.23-0.04-0.04=0.15
B2 =0.1+0.1=0.20Mt
Span length=0.30/3=0.10mt
L1=2(a2+b2)=2(0.15+0.20)
=0.70mt
L1=0.70+18d=0.70+0.144=0.84
Nos=Tot
Height/Spacing+1=5.13/0.15+1
Nos = 35.2=35Nos
9x35 0.84 0.39 103.194Kgs
S
n
o
Description Nos Cutting
Len
8m
m
12mm 16m
m
Qty
1 Columns upto Ground
Level+4=4+3+3+3+3+3=19.00+Lapping
40Dx6=
Columns upto Ground
Level=19.00+Lapping 40Dx6=
@ Grid B1, C1, A2, B2, C3, D3, E3, B4, C4
= (0.23 x 0.38) 8-12mm dia
Main Bars L= 2.13+Ld+40D
Ld = 300mm=0.3mt
40 D =12x40=480mm=0.48mt
L = 2.13+0.3+0.48=2.91 Mt
9x8 2.91 0.88 184.37 kgs
2 Stirrups or ties(0.23x0.38)
L1=2(a1+b1)+18D
a1=0.23-0.04-0.04=0.15mt
b1=0.1 x 2=0.2 mt
b= 0.38-0.04-0.04=0.30
span= 0.30/3=0.1mt
L1 = 2(0.15+0.2)+18D=0.70mt
18x8=144=0.144mt
9x18 0.844 0.39 53.32 kgs
S
n
o
Description Nos Cutting
Len
8m
m
12mm 16m
m
Qty
1 L2 = 2(a2+b2)+18D
a2=0.23-0.04-0.04=0.15mt
b2= 0.1x2=0.2mt
= 2(0.15+0.2)=0.70
L2= 0.70+0.144=0.844
Nos= 2.13+0.48=2.61
=2.61/0.15+1=17.4+1=18.4 say 18
9x18 0.844 0.39 53.32 kgs
Columns.pdf
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Columns.pdf

  • 2. • Total No of 200Nos • Avg No of bars ==16 nos • Avg Dia =20mm • Lapping = 20x40=800mm • Per column = 16*0.8=12.80 mt • For 200 column = 12.80x200= 2560 mt • For 20 Floors = 2560*20=51200mt • No of bars =51200/12=4266.66 or 4267 no of rods • weight = 4267x18.96=80902.32kgs= 80.90 tonnes=80.90x60000=4854000/-
  • 3. • Columns Qty calculation: • Shuttering Area= Peripheral Length x Height • Vol of Concrete= Length x Breadth x Height
  • 4. • Length of main bar • L= Height of Column+Ld(16D)+Lapping Length(40D) • Ties or Stirrups • L= 2 (a+b) + Hook Length(9D+9D) • No = Height/Spacing+1
  • 5. S n o Description Nos Len Breadth Depth/ Height Qty Units 1 Area of Shuttering for Column(0.23 x 0.38) Area = Length X Height Length = 2(a+b) A=0.23 B=0.38 Length = (0.23+0.38) x 2= 1.22mt Height(Upto GL +Above GL)=2.13+3.00=5.13 Mt 13 1.22 5.13 8.13 Sqm 2 Volume of RCC ( 0.23x0.38) Length =0.23 Breadth = 0.38 Height = 5.13 13 0.23 0.38 5.13 5.82 Cum
  • 7. S n o Description Nos Cutting Len 8mm 12mm 16mm Qty 1 Columns upto Ground level C1 (9”x1’-3”) Main bars 12mm: Length of Main bar = Height of the column + Ld (Development Length) Length = 5.13Mt Ld= 16d(Length is given in drawing) Ld=0.30Mt Length of the main bar=5.13+0.30=5.43 mt No of bars=8Nos 9x8 5.43 0.88 344.04kgs 2 Stirrups (0.23x0.38): S=L+9d+9d=L+18d L=2(a+b) A=0.23 - 0.04- 0.04=0.15mt B=0.38-0.04-0.04=0.30mt L= 2(0.15+0.30)=2(0.45) 9x35 0.84 0.39 103.194Kgs
  • 8. S n o Description Nos Cutting Len 8mm 12mm 16mm Qty 1 Stirrups (0.23x0.38): S=L+9d+9d=L+18d S2=L2+18d L2=2(a2+b2) A2=0.23-0.04-0.04=0.15 B2 =0.1+0.1=0.20Mt Span length=0.30/3=0.10mt L1=2(a2+b2)=2(0.15+0.20) =0.70mt L1=0.70+18d=0.70+0.144=0.84 Nos=Tot Height/Spacing+1=5.13/0.15+1 Nos = 35.2=35Nos 9x35 0.84 0.39 103.194Kgs
  • 9. S n o Description Nos Cutting Len 8m m 12mm 16m m Qty 1 Columns upto Ground Level+4=4+3+3+3+3+3=19.00+Lapping 40Dx6= Columns upto Ground Level=19.00+Lapping 40Dx6= @ Grid B1, C1, A2, B2, C3, D3, E3, B4, C4 = (0.23 x 0.38) 8-12mm dia Main Bars L= 2.13+Ld+40D Ld = 300mm=0.3mt 40 D =12x40=480mm=0.48mt L = 2.13+0.3+0.48=2.91 Mt 9x8 2.91 0.88 184.37 kgs 2 Stirrups or ties(0.23x0.38) L1=2(a1+b1)+18D a1=0.23-0.04-0.04=0.15mt b1=0.1 x 2=0.2 mt b= 0.38-0.04-0.04=0.30 span= 0.30/3=0.1mt L1 = 2(0.15+0.2)+18D=0.70mt 18x8=144=0.144mt 9x18 0.844 0.39 53.32 kgs
  • 10. S n o Description Nos Cutting Len 8m m 12mm 16m m Qty 1 L2 = 2(a2+b2)+18D a2=0.23-0.04-0.04=0.15mt b2= 0.1x2=0.2mt = 2(0.15+0.2)=0.70 L2= 0.70+0.144=0.844 Nos= 2.13+0.48=2.61 =2.61/0.15+1=17.4+1=18.4 say 18 9x18 0.844 0.39 53.32 kgs