Lintel & Floor Beams
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RCC QUANTITY Element Sides length width Highth / depth numbers l b d n m m m LINTEL BEAM LB 1 0.3 0.4 6 6 LB 2 0.3 0.4 9.5 2 LB 3 0.3 0.4 3.5 2 LB 4 0.3 0.7 6 2 FLOOR BEAM FB 1 0.3 0.7 6 12 FB 2 0.3 0.4 3 8 FB 3 0.3 0.4 3.5 4 FB 4 0.3 0.4 2.5 6 FB 5 0.3 0.7 6 2 FB 6 0.3 0.7 3.5 2 FB 7 0.3 0.4 5 2 FB 8 0.35 0.8 9.5 2 TIE BEAM TB5,8,11,12 0.3 0.4 5 4
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Transcript of Lintel & Floor Beams
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
