RCC QUANTITY

Element Sideslength width Highth / depth numbers quantity

l b d n Q=l*b*d*nm m m m3

LINTEL BEAM

LB 1 0.3 0.4 6 6 4.32

LB 2 0.3 0.4 9.5 2 2.28

LB 3 0.3 0.4 3.5 2 0.84

LB 4 0.3 0.7 6 2 2.52

FLOOR BEAM

FB 1 0.3 0.7 6 12 15.12

FB 2 0.3 0.4 3 8 2.88

FB 3 0.3 0.4 3.5 4 1.68

FB 4 0.3 0.4 2.5 6 1.8

FB 5 0.3 0.7 6 2 2.52

FB 6 0.3 0.7 3.5 2 1.47

FB 7 0.3 0.4 5 2 1.2

FB 8 0.35 0.8 9.5 2 5.32

TIE BEAM

TB5,8,11,12 0.3 0.4 5 4 2.4

TB6,7 0.3 0.4 3.5 2 0.84

TB1,2,3,4,9,10 0.3 0.4 2.5 6 1.8

46.99

FLOOR BEAM QUANTITY

BEAM No. LOCATION NO. OF BARS DIA.OF BAR

FB1 TO 9 BOTTOM 2.00 25.00

FB11, 12, 13, TOP 2.00 25.00

16, 32 LINKS 39.33 10.00

FB17, FB33 BOTTOM 2.00 25.00

TOP 2.00 25.00

LINKS 22.67 10.00

FB15, FB34 BOTTOM 2.00 16.00

TOP 2.00 16.00

LINKS 32.67 10.00

FB18,19,21, BOTTOM 2.00 16.00

22,,25,26, TOP 2.00 16.00

29,30 LINKS 19.33 10.00

FB10,14,35, BOTTOM 2.00 16.0036,37,38 TOP 2.00 16.00

LINKS 16.00 10.00

FB20, 23, BOTTOM 2.00 16.00

27, 31 TOP 2.00 16.00

LINKS 22.67 10.00

FB24, 28 BOTTOM 3.00 32.00

TOP(S7) 3.00 32.00

(S5) 2.00 25.00

(S6) 2.00 25.00

LINKS 62.67 10.00

LINTEL BEAM QUANTITY

BEAM No. LOCATION NO. OF BARS DIA.OF BAR

LB1 & LB3 BOTTOM 2.00 20.00

LB2 & LB5 TOP (S7) 2.00 20.00

LB4 & LB6 (S5 ,S6) 2.00 16.00

LINKS(S8,S9,S10) 39.33 8.00

LB8, LB9 BOTTOM 2.00 20.00

TOP (S7) 2.00 20.00

(S5) 2.00 16.00

(S6) 2.00 16.00

LINKS(S8,S9,S10) 62.67 8.00

LB7, LB10 BOTTOM 2.00 20.00

TOP 2.00 20.00

LINKS 23.33 8.00

LB11, LB12 BOTTOM 2.00 20.00

TOP 2.00 20.00

LINKS 39.33 8.00

TIE BEAM QUANTITY

BEAM No. LOCATION NO. OF BARS DIA.OF BAR

TB5,8,11,12 BOTTOM 2.00 16.00

TOP (S7) 2.00 16.00

LINKS(S8,S9,S10) 32.67 10.00

BEAM No. LOCATION NO. OF BARS DIA.OF BAR

TB6,7 BOTTOM 2.00 16.00

TOP (S7) 2.00 16.00

LINKS(S8,S9,S10) 22.67 10.00

BEAM No. LOCATION NO. OF BARS DIA.OF BAR

TB6,7 BOTTOM 2.00 16.00

TOP (S7) 2.00 16.00

LINKS(S8,S9,S10) 16.00 10.00

LENGTH OF 1 BAR WEIGHT (kg/m)

5.90 2.60 8.50 3.86

5.90 2.60 8.50 3.86

1.60 1.04 2.64 0.62

3.40 2.60 6.00 3.86

3.40 2.60 6.00 3.86

1.60 1.04 2.64 0.62

4.90 1.66 6.56 1.58

4.90 1.66 6.56 1.58

1.00 1.04 2.04 0.62

2.90 1.66 4.56 1.58

2.90 1.66 4.56 1.58

1.00 1.04 2.04 0.62

2.40 1.66 4.06 1.582.40 1.66 4.06 1.58

ANCHORAGE LENGTHOF 1

BAR(m)

TOTAL LENGTH

OF 1 BAR

1.00 1.04 2.04 0.62

3.40 1.66 5.06 1.58

3.40 1.66 5.06 1.58

1.00 1.04 2.04 0.62

9.40 3.33 12.73 6.32

9.40 3.33 12.73 6.32

3.13 2.60 5.73 3.86

3.13 2.60 5.73 3.86

1.90 1.04 2.94 0.62

LENGTH OF 1 BAR WEIGHT (kg/m)

5.90 2.08 7.98 2.47

5.90 2.08 7.98 2.47

3.00 1.66 4.66 1.58

1.00 0.83 1.83 0.40

9.40 2.08 11.48 2.47

9.40 2.08 11.48 2.47

2.38 1.66 4.04 1.58

ANCHORAGE LENGTHOF 1

BAR(m)

TOTAL LENGTH

OF 1 BAR

2.38 1.66 4.04 1.58

1.00 0.83 1.83 0.40

3.40 2.08 5.48 2.47

3.40 2.08 5.48 2.47

1.00 0.83 1.83 0.40

5.90 2.08 7.98 2.47

5.90 2.08 7.98 2.47

1.60 0.83 2.43 0.40

LENGTH OF 1 BAR WEIGHT (kg/m)

4.90 1.66 6.56 1.58

4.90 1.66 6.56 1.58

1.00 1.04 2.04 0.62

LENGTH OF 1 BAR WEIGHT (kg/m)

3.40 1.66 5.06 1.58

3.40 1.66 5.06 1.58

ANCHORAGE LENGTHOF 1

BAR(m)

TOTAL LENGTH

OF 1 BAR

ANCHORAGE LENGTHOF 1

BAR(m)

TOTAL LENGTH

OF 1 BAR

1.00 1.04 2.04 0.62

LENGTH OF 1 BAR WEIGHT (kg/m)

2.40 1.66 4.06 1.58

2.40 1.66 4.06 1.58

1.00 1.04 2.04 0.62

ANCHORAGE LENGTHOF 1

BAR(m)

TOTAL LENGTH

OF 1 BAR

TOTAL NO. OF BEAMS

65.59 14.00 918.21 0.92

65.59 14.00 918.21 0.92

64.10 14.00 897.38 0.90

46.30 2.00 92.59 0.09

46.30 2.00 92.59 0.09

36.94 2.00 73.88 0.07

20.75 2.00 41.49 0.04

20.75 2.00 41.49 0.04

41.14 2.00 82.27 0.08

14.42 8.00 115.40 0.12

14.42 8.00 115.40 0.12

24.35 8.00 194.77 0.19

12.84 6.00 77.07 0.0812.84 6.00 77.07 0.08

TOTAL WEIGHT OF BARS IN 1

BEAM

WEIGHT OF BARS IN ALL BEAM(kg)

WEIGHT OF BARS IN ALL BEAM(MT)

20.15 6.00 120.89 0.12

16.00 4.00 64.02 0.06

16.00 4.00 64.02 0.06

28.54 4.00 114.17 0.11

241.36 2.00 482.72 0.48

241.36 2.00 482.72 0.48

44.24 2.00 88.47 0.09

44.24 2.00 88.47 0.09

113.73 2.00 227.46 0.23

TOTAL NO. OF BEAMS

39.41 6.00 236.44 0.24

39.41 6.00 236.44 0.24

14.74 6.00 88.44 0.09

28.47 6.00 170.81 0.17

56.69 2.00 113.38 0.11

56.69 2.00 113.38 0.11

12.77 2.00 25.53 0.03

TOTAL WEIGHT OF BARS IN 1

BEAM

WEIGHT OF BARS IN ALL BEAM(kg)

WEIGHT OF BARS IN ALL BEAM(MT)

12.77 2.00 25.53 0.03

45.36 2.00 90.71 0.09

27.06 2.00 54.12 0.05

27.06 2.00 54.12 0.05

16.89 2.00 33.78 0.03

39.41 2.00 78.81 0.08

39.41 2.00 78.81 0.08

37.79 2.00 75.58 0.08

TOTAL NO. OF BEAMS

20.75 4.00 82.98 0.08

20.75 4.00 82.98 0.08

41.14 4.00 164.54 0.16

TOTAL NO. OF BEAMS

16.00 2.00 32.01 0.03

16.00 2.00 32.01 0.03

TOTAL WEIGHT OF BARS IN 1

BEAM

WEIGHT OF BARS IN ALL BEAM(kg)

WEIGHT OF BARS IN ALL BEAM(MT)

TOTAL WEIGHT OF BARS IN 1

BEAM

WEIGHT OF BARS IN ALL BEAM(kg)

WEIGHT OF BARS IN ALL BEAM(MT)

28.54 2.00 57.09 0.06

TOTAL NO. OF BEAMS

12.84 6.00 77.07 0.08

12.84 6.00 77.07 0.08

20.15 6.00 120.89 0.12

TOTAL WEIGHT OF BARS IN 1

BEAM

WEIGHT OF BARS IN ALL BEAM(kg)

WEIGHT OF BARS IN ALL BEAM(MT)

8y

10y

16Y

20 y

25y

32y

TOTAL

0.37

2.05

1.21

0.88

2.02

0.97

7.50