Schedule of beam

Sr. no.
Location of beam
Size of beam
steel
1.
B1,B2,B3
0.3 x 0.6
Top steel 16 mm dia. 2 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 3 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

2.
B4,B5B6
0.45x0.700
Top steel 25 mm dia. 3 no.
Bottom steel 32 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 30 mm dia. 2 no.
Stirrups 10 mm dia. – 175 c/c

3.
B7,B8,B9
0.35 x 0.650
Top steel 16 mm dia. 3 no.
Bottom steel 25 mm dia. 5 no.
Extra top right 20 mm dia. 2 no.
Extra top left 20 mm dia. 2  no.
Bottom curtal 25 mm dia. 2 no.
Stirrups 12 mm dia. – 175 c/c

4.
B10,B11,B12,B13
0.3 x 0.650
Top steel 12 mm dia. 3 no.
Bottom steel 16 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

5.
B14,B15,B16
0.6 x 0.700
Top steel 20 mm dia. 3 no.
Bottom steel 25 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 32 mm dia. 2 no.
Stirrups 12 mm dia. – 150 c/c

6.
B17
0.3 x 0.500
Top steel 12 mm dia. 2 no.
Bottom steel 16 mm dia. 3 no.
Extra top right 10 mm dia. 2 no.
Extra top left 10 mm dia. 2  no.
Bottom curtal 25 mm dia. 1 no.
Stirrups 8 mm dia. – 100 c/c

7.
B18,B19,B20
0.4 x 0.650
Top steel 16 mm dia. 3 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 2 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 25 mm dia. 1 no.
Stirrups 8 mm dia. – 100 c/c
Beam quantity

Beam no. 1,2,3

Beam size = 0.3 x 0.6

Steel

Top steel 16 mm dia. 2 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 3 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c


Beam no. 1
Top steel 16 mm dia. 2 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 300 – 40 mm (cover) – 20 mm (cover)
= 0.3 – 0.04 – 0.02
= 0.24

Length of one bar = ld + L + Ld
= 0.24 + 5.6 + 40 (16mm)
= 0.24 + 5.6 + 0.64
= 6.48 meter

16 mm dia. Of bar 2 no. = 6.48 x 2 no. of bar = 12.96 meter

Bottom steel 20 mm dia. 3 no.
Length of one bar = ld + L + Ld
= 0.24 + 5.6 + 40 (20mm)
= 6.64 meter

20 mm dia. = 6.64 x 3 no. of bars = 19.92 meter

Extra top right 12 mm dia. 3 no.
Length of one bar = ld + L/7
= 0.24 + 5.6/7
= 1.04 meter

12 mm dia. 3 no. = 1.04 x 3 no. of bars = 3.12 meter

Extra top left 12 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.24 + 5.6/7
= 1.04 meter

12 mm dia. 2 no. = 1.04 x 2 no. of bars = 2.08 meter

Bottom curtal 20 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 5.6 – ( 5.6/7 + 5.6/7 ) ]
= 4 meter

20 mm dia. 2 no. = 4 x 2 no. of bars = 8 meter

Stirrups 10 mm dia. – 150 c/c
Length of one bar = 535 + 535 + 220 + 220 – 4 d + 10 d + 10 d
= 1510 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1270 mm
= 1.27 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 5.6 / 150 mm
No. of stirrups = 5.6 / 0.150 meter
No. of stirrups = 37.33 say 38 add one bar extra
No. of stirrups = i.e. 39


Total running length of stirrups = 1.270 x 39 no. of bars = 49.53 meter



Beam quantity

Beam no. 2

Beam size = 0.3 x 0.6

Steel
Top steel 16 mm dia. 2 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 3 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

Beam no. 2
Top steel 16 mm dia. 2 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 300 – 40 mm (cover) – 20 mm (cover)
= 0.3 – 0.04 – 0.02
= 0.24

Length of one bar = ld + L + Ld
= 0.24 + 6.3 + 40 (16mm)
= 0.24 + 6.3 + 0.64
= 7.18 meter

16 mm dia. Of bar 2 no. = 7.18 x 2 no. of bar = 14.36 meter

Bottom steel 20 mm dia. 3 no.
Length of one bar = ld + L + Ld
= 0.24 + 6.3 + 40 (20mm)
= 7.34 meter

20 mm dia. = 7.34 x 3 no. of bars = 22.02 meter

Extra top right 12 mm dia. 3 no.
Length of one bar = ld + L/7
= 0.24 + 6.3/7
= 1.14 meter

12 mm dia. 3 no. = 1.14 x 3 no. of bars = 3.42 meter

Extra top left 12 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.24 + 6.3/7
= 1.14 meter

12 mm dia. 2 no. = 1.04 x 2 no. of bars = 2.28 meter

Bottom curtal 20 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 6.3 – ( 6.3/7 + 6.3/7 ) ]
= 4.5 meter

20 mm dia. 2 no. = 4.5 x 2 no. of bars = 9 meter

Stirrups 10 mm dia. – 150 c/c
Length of one bar = 535 + 535 + 220 + 220 – 4 d + 10 d + 10 d
= 1510 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1270 mm
= 1.27 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 6.3 / 150 mm
No. of stirrups = 6.3 / 0.150 meter
No. of stirrups = 42 say add one bar extra
No. of stirrups = i.e. 43


Length of stirrups 10 mm dia. = 1.270 x 43 no. of bars = 54.61 meter



Beam quantity

Beam no. 3

Beam size = 0.3 x 0.6

Steel
Top steel 16 mm dia. 2 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 3 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

Beam no. 3
Top steel 16 mm dia. 2 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 300 – 40 mm (cover) – 20 mm (cover)
= 0.3 – 0.04 – 0.02
= 0.24 meter

Length of one bar = ld + L + ld
= 0.24 + 5.6 + 0.24
= 0.24 + 5.6 + 0.24
= 6.08 meter

16 mm dia. Of bar 2 no. = 6.08 x 2 no. of bar = 12.16 meter

Bottom steel 20 mm dia. 3 no.
Length of one bar = ld + L + Ld
= 0.24 + 5.6 + 0.24
= 6.08 meter

20 mm dia. = 6.08 x 3 no. of bars = 18.24 meter

Extra top right 12 mm dia. 3 no.
Length of one bar = ld + L/7
= 0.24 + 5.6/7
= 1.04 meter

12 mm dia. 3 no. = 1.04 x 3 no. of bars = 3.12 meter

Extra top left 12 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.24 + 5.6/7
= 1.04 meter

12 mm dia. 2 no. = 1.04 x 2 no. of bars = 2.08 meter

Bottom curtal 20 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 5.6 – ( 5.6/7 + 5.6/7 ) ]
= 4 meter

20 mm dia. 2 no. = 4 x 2 no. of bars = 8 meter

Stirrups 10 mm dia. – 150 c/c
Length of one bar = 535 + 535 + 220 + 220 – 4 d + 10 d + 10 d
= 1510 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1270 mm
= 1.27 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 5.6 / 150 mm
No. of stirrups = 5.6 / 0.150 meter
No. of stirrups = 37.33 say 38 add one bar extra
No. of stirrups = i.e. 39

Length of stirrups 10 mm dia. = 1.270 x 39 no. of bars = 49.53 meter



Beam quantity

Beam no. 4

Beam size = 0.450 x 0.700

Steel
Top steel 25 mm dia. 3 no.
Bottom steel 32 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 30 mm dia. 2 no.
Stirrups 10 mm dia. – 175 c/c

Beam no. 4
Top steel 25 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 450 – 40 mm (cover) – 25 mm (cover)
= 0.450 – 0.04 – 0.025
= 0.385 meter

Length of one bar = ld + L + ld
= 0.385 + 6.4 + 0.385
= 7.17 meter

25 mm dia. Of bar 3 no. = 7.17 x 3 no. of bar = 21.51 meter

Bottom steel 32 mm dia. 3 no.
Length of one bar = ld + L + ld
= 0.385 + 6.4 + 0.385
= 7.17 meter

32 mm dia. 3 no. = 7.17 x 3 no. of bars = 21.51 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.385 + 6.4/7
= 1.25 meter

16 mm dia. 2 no. = 1.29 x 2 no. of bars = 2.59 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.385 + 6.4/7
= 1.29 meter

16 mm dia. 2 no. = 1.29 x 2 no. of bars = 2.59 meter

Bottom curtal 32 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 6.4 – ( 6.4/7 + 6.4/7 ) ]
= 4.58 meter

32 mm dia. 2 no. = 4.58 x 2 no. of bars = 9.16 meter

Stirrups 10 mm dia. – 175 c/c
Length of one bar = 535 + 535 + 220 + 220 – 4 d + 10 d + 10 d
= 1510 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1270 mm
= 1.27 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 6.4 / 175 mm
No. of stirrups = 6.4 / 0.175 meter
No. of stirrups = 36.57 say 37 add one bar extra
No. of stirrups = i.e. 38


Length of stirrups 10 mm dia. = 1.270 x 38 no. of bars = 48.26 meter



Beam quantity

Beam no. 5

Beam size = 0.450 x 0.700

Steel
Top steel 25 mm dia. 3 no.
Bottom steel 32 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 32 mm dia. 2 no.
Stirrups 12 mm dia. – 150 c/c

Beam no. 5
Top steel 25 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 450 – 40 mm (cover) – 25 mm (cover)
= 0.450 – 0.04 – 0.025
= 0.385 meter

Length of one bar = ld + L + 40 d
= 0.385 + 5.3 + 40 (25)
= 6.685 meter

25 mm dia. Of bar 3 no. = 6.685 x 3 no. of bar = 20.055 meter

Bottom steel 32 mm dia. 3 no.
Length of one bar = ld + L + 40 d
= 0.385 + 5.3 + 40 (32)
= 6.965 meter

32 mm dia. 3 no. = 6.965 x 3 no. of bars = 20.895 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.385 + 5.3/7
= 1.14 meter

16 mm dia. 2 no. = 1.14 x 2 no. of bars = 2.28 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.385 + 5.3/7
= 1.14 meter

16 mm dia. 2 no. = 1.14 x 2 no. of bars = 2.28 meter

Bottom curtal 32 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 5.3 – ( 5.3/7 + 5.3/7 ) ]
= 3.79 meter

32 mm dia. 2 no. = 3.79 x 2 no. of bars = 7.58 meter

Stirrups 12 mm dia. – 150 c/c
Length of one bar = 370 + 370 + 635 + 635 – 4 d + 10 d + 10 d
= 2010 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 2202 mm
= 2.20 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 5.3 / 150 mm
No. of stirrups = 5.3 / 0.150 meter
No. of stirrups = 35.33 say 36 add one bar extra
No. of stirrups = i.e. 37


Length of stirrups 12 mm dia. = 2.20 x 37 no. of bars = 81.4 meter



Beam quantity

Beam no. 6

Beam size = 0.450 x 0.700

Steel
Top steel 25 mm dia. 3 no.
Bottom steel 32 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 32 mm dia. 2 no.
Stirrups 12 mm dia. – 175 c/c

Beam no. 6
Top steel 25 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 450 – 40 mm (cover) – 25 mm (cover)
= 0.450 – 0.04 – 0.025
= 0.385 meter

Length of one bar = ld + L + 40 d
= 0.385 + 6 + 40 (25)
= 7.385 meter

25 mm dia. Of bar 3 no. = 7.385 x 3 no. of bar = 22.15 meter

Bottom steel 32 mm dia. 3 no.
Length of one bar = ld + L + 40 d
= 0.385 + 6 + 40 (32)
= 7.665 meter

32 mm dia. 3 no. = 7.665 x 3 no. of bars = 22.99 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.385 + 6/7
= 1.24 meter

16 mm dia. 2 no. = 1.24 x 2 no. of bars = 2.48 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.385 + 6/7
= 1.24 meter

16 mm dia. 2 no. = 1.24 x 2 no. of bars = 2.48 meter

Bottom curtal 32 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 6 – ( 6/7 + 6/7 ) ]
= 4.29 meter

32 mm dia. 2 no. = 4.29 x 2 no. of bars = 8.58 meter

Stirrups 12 mm dia. – 175 c/c
Length of one bar = 370 + 370 + 635 + 635 – 4 d + 10 d + 10 d
= 2010 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 2202 mm
= 2.20 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 6 / 175 mm
No. of stirrups = 6 / 0.175 meter
No. of stirrups = 34.28 say 35 add one bar extra
No. of stirrups = i.e. 36


Length of stirrups 12 mm dia. = 2.20 x 36 no. of bars = 79.2 meter



Beam quantity

Beam no. 7

Beam size = 0.350 x 0.650

Steel
Top steel 16 mm dia. 3 no.
Bottom steel 25 mm dia. 5 no.
Extra top right 20 mm dia. 2 no.
Extra top left 20 mm dia. 2  no.
Bottom curtal 25 mm dia. 2 no.
Stirrups 12 mm dia. – 175 c/c

Beam no. 7
Top steel 16 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 350 – 40 mm (cover) – 25 mm (cover)
= 0.350 – 0.04 – 0.025
= 0.285 meter

Length of one bar = ld + L + ld
= 0.285 + 3.2 + 0.285
= 3.77 meter

16 mm dia. Of bar 3 no. = 3.77 x 3 no. of bar = 11.31 meter

Bottom steel 25 mm dia. 5 no.
Length of one bar = ld + L + ld
= 0.285 + 3.2 + 0.285
= 3.77 meter

25 mm dia. 5 no. = 3.77 x 5 no. of bars = 18.85 meter

Extra top right 20 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.285 + 3.2/7
= 0.742 meter

20 mm dia. 2 no. = 0.742 x 2 no. of bars = 1.48 meter

Extra top left 20 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.285 + 3.2/7
= 0.742 meter

20 mm dia. 2 no. = 0.742 x 2 no. of bars = 1.48 meter

Bottom curtal 25 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 3.2 – ( 3.2/7 + 3.2/7 ) ]
= 2.086 meter

25 mm dia. 2 no. = 2.086 x 2 no. of bars = 4.172 meter

Stirrups 12 mm dia. – 175 c/c
Length of one bar = 585 + 585 + 270 + 270 – 4 d + 10 d + 10 d
= 1710 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 1470 mm
= 1.47 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 3.2 / 175 mm
No. of stirrups = 3.2 / 0.175 meter
No. of stirrups = 18.28 say 19 add one bar extra
No. of stirrups = i.e. 20


Length of stirrups 12 mm dia. = 1.47 x 20 no. of bars = 29.4 meter



Beam quantity

Beam no. 8

Beam size = 0.350 x 0.650

Steel
Top steel 16 mm dia. 3 no.
Bottom steel 25 mm dia. 5 no.
Extra top right 20 mm dia. 2 no.
Extra top left 20 mm dia. 2  no.
Bottom curtal 25 mm dia. 2 no.
Stirrups 12 mm dia. – 175 c/c

Beam no. 8
Top steel 16 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 350 – 40 mm (cover) – 25 mm (cover)
= 0.350 – 0.04 – 0.025
= 0.285 meter

Length of one bar = ld + L + ld
= 0.285 + 4.2 + 0.285
= 4.77 meter

16 mm dia. Of bar 3 no. = 4.77 x 3 no. of bar = 14.31 meter

Bottom steel 25 mm dia. 5 no.
Length of one bar = ld + L + ld
= 0.285 + 4.2 + 0.285
= 4.77 meter

25 mm dia. 5 no. = 4.77 x 5 no. of bars = 23.85 meter

Extra top right 20 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.285 + 4.2/7
= 0.885 meter

20 mm dia. 2 no. = 0.885 x 2 no. of bars = 1.77 meter

Extra top left 20 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.285 + 4.2/7
= 0.885 meter

20 mm dia. 2 no. = 0.885 x 2 no. of bars = 1.77 meter

Bottom curtal 25 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 4.2 – ( 4.2/7 + 4.2/7 ) ]
= 3 meter

25 mm dia. 2 no. = 3 x 2 no. of bars = 6 meter

Stirrups 12 mm dia. – 175 c/c
Length of one bar = 585 + 585 + 270 + 270 – 4 d + 10 d + 10 d
= 1710 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 1470 mm
= 1.47 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 4.2 / 175 mm
No. of stirrups = 4.2 / 0.175 meter
No. of stirrups = 24  add one bar extra
No. of stirrups = i.e. 25


Length of stirrups 12 mm dia. = 1.47 x 25 no. of bars = 36.75 meter



Beam quantity

Beam no. 9

Beam size = 0.350 x 0.650

Steel
Top steel 16 mm dia. 3 no.
Bottom steel 25 mm dia. 5 no.
Extra top right 20 mm dia. 2 no.
Extra top left 20 mm dia. 2  no.
Bottom curtal 25 mm dia. 2 no.
Stirrups 12 mm dia. – 175 c/c

Beam no. 9
Top steel 16 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 350 – 40 mm (cover) – 25 mm (cover)
= 0.350 – 0.04 – 0.025
= 0.285 meter

Length of one bar = ld + L + ld
= 0.285 + 4.8 + 0.285
= 5.37 meter

16 mm dia. Of bar 3 no. = 5.37 x 3 no. of bar = 16.11 meter

Bottom steel 25 mm dia. 5 no.
Length of one bar = ld + L + ld
= 0.285 + 4.8 + 0.285
= 5.37 meter

25 mm dia. 5 no. = 5.37 x 5 no. of bars = 26.85 meter

Extra top right 20 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.285 + 4.8/7
= 0.970 meter

20 mm dia. 2 no. = 0.970 x 2 no. of bars = 1.94 meter

Extra top left 20 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.285 + 4.8/7
= 0.970 meter

20 mm dia. 2 no. = 0.970 x 2 no. of bars = 1.94 meter

Bottom curtal 25 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 4.8 – ( 4.8/7 + 4.8/7 ) ]
= 3.43 meter

25 mm dia. 2 no. = 3.43 x 2 no. of bars = 6.86 meter

Stirrups 12 mm dia. – 175 c/c
Length of one bar = 585 + 585 + 270 + 270 – 4 d + 10 d + 10 d
= 1710 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 1470 mm
= 1.47 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 4.8 / 175 mm
No. of stirrups = 4.8 / 0.175 meter
No. of stirrups = 24.42 say 25  add one bar extra
No. of stirrups = i.e. 26


Length of stirrups 12 mm dia. = 1.47 x 26 no. of bars = 42.63 meter



Beam quantity

Beam no. 10

Beam size = 0.3 x 0.650

Steel
Top steel 12 mm dia. 3 no.
Bottom steel 16 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

Beam no. 10
Top steel 12 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 300 – 40 mm (cover) – 25 mm (cover)
= 0.300 – 0.04 – 0.025
= 0.235 meter

Length of one bar = ld + L + 40 d
= 0.235 + 5.4 + 40 (12mm)
= 6.115 meter

12 mm dia. Of bar 3 no. = 6.115 x 3 no. of bar = 18.34 meter

Bottom steel 16 mm dia. 3 no.
Length of one bar = ld + L + 40 d
= 0.235 + 5.4 + 40 (16mm)
= 6.275 meter

16 mm dia. 3 no. = 6.275 x 3 no. of bars = 18.825 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.235 + 5.4/7
= 1.006 meter

16 mm dia. 2 no. = 1.006 x 2 no. of bars = 2.012 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.235 + 5.4/7
= 1.006 meter

16 mm dia. 2 no. = 1.006 x 2 no. of bars = 2.012 meter

Bottom curtal 20 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 5.4 – ( 5.4/7 + 5.4/7 ) ]
= 3.86 meter

20 mm dia. 2 no. = 3.86 x 2 no. of bars = 7.72 meter

Stirrups 10 mm dia. – 150 c/c
Length of one bar = 585 + 585 + 220 + 220 – 4 d + 10 d + 10 d
= 1610 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1770 mm
= 1.77 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 5.4 / 150 mm
No. of stirrups = 5.4 / 0.150 meter
No. of stirrups = 36 add one bar extra
No. of stirrups = i.e. 37


Length of stirrups 12 mm dia. = 1.77 x 37 no. of bars = 65.49 meter



Beam quantity

Beam no. 11

Beam size = 0.3 x 0.650

Steel
Top steel 12 mm dia. 3 no.
Bottom steel 16 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

Beam no. 11
Top steel 12 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 300 – 40 mm (cover) – 25 mm (cover)
= 0.300 – 0.04 – 0.025
= 0.235 meter

Length of one bar = ld + L + 40 d
= 0.235 + 4.2 + 40 (12mm)
= 4.91 meter

12 mm dia. Of bar 3 no. = 4.91 x 3 no. of bar = 14.74 meter

Bottom steel 16 mm dia. 3 no.
Length of one bar = ld + L + 40 d
= 0.235 + 4.2 + 40 (16mm)
= 5.07 meter

16 mm dia. 3 no. = 5.07 x 3 no. of bars = 15.22 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.235 + 4.2/7
= 0.835 meter

16 mm dia. 2 no. = 0.835 x 2 no. of bars = 1.67 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.235 + 4.2/7
= 0.835 meter

16 mm dia. 2 no. = 0.835 x 2 no. of bars = 1.67 meter

Bottom curtal 20 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 4.2 – ( 4.2/7 + 4.2/7 ) ]
= 3 meter

20 mm dia. 2 no. = 3 x 2 no. of bars = 6 meter

Stirrups 10 mm dia. – 150 c/c
Length of one bar = 585 + 585 + 220 + 220 – 4 d + 10 d + 10 d
= 1610 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1770 mm
= 1.77 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 4.2 / 150 mm
No. of stirrups = 4.2 / 0.150 meter
No. of stirrups = 28 add one bar extra
No. of stirrups = i.e. 29


Length of stirrups 10 mm dia. = 1.77 x 29 no. of bars = 51.33 meter



Beam quantity

Beam no. 12,13

Beam size = 0.3 x 0.650

Steel
Top steel 12 mm dia. 3 no.
Bottom steel 16 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 20 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

Beam no. 12,13
Top steel 12 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 300 – 40 mm (cover) – 25 mm (cover)
= 0.300 – 0.04 – 0.025
= 0.235 meter

Length of one bar = ld + L + ld
= 0.235 + 4.2 + 0.235
= 7.97 meter

12 mm dia. Of bar 3 no. = 7.97 x 3 no. of bar = 23.91 meter

Bottom steel 16 mm dia. 3 no.
Length of one bar = ld + L + ld
= 0.235 + 7.5 + 0.235
= 7.97 meter

16 mm dia. 3 no. = 7.97 x 3 no. of bars = 23.91 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.235 + 7.5/7
= 1.30 meter

16 mm dia. 2 no. = 1.30 x 2 no. of bars = 2.61 meter
2.61 x 2 (second beam) = 5.22 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.235 + 7.5/7
= 1.30 meter

16 mm dia. 2 no. = 1.30 x 2 no. of bars = 2.61 meter
2.61 x 2 (second beam) = 5.22 meter

Bottom curtal 20 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 7.5 – ( 7.5/7 + 7.5/7 ) ]
= 5.36 meter

20 mm dia. 2 no. = 5.36 x 2 no. of bars = 10.72 meter

Stirrups 10 mm dia. – 150 c/c
Length of one bar = 585 + 585 + 220 + 220 – 4 d + 10 d + 10 d
= 1610 – 4 (10mm) + 10 (10mm) + 10 (10mm)
= 1770 mm
= 1.77 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 7.5 / 150 mm
No. of stirrups = 7.5 / 0.150 meter
No. of stirrups = 50 add one bar extra
No. of stirrups = i.e. 51


Length of stirrups 10 mm dia. = 1.77 x 51 no. of bars = 90.27 meter



Beam quantity

Beam no. 14

Beam size = 0.6 x 0.700

Steel
Top steel 20 mm dia. 3 no.
Bottom steel 25 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 32 mm dia. 2 no.
Stirrups 10 mm dia. – 150 c/c

Beam no. 14
Top steel 20 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 600 – 40 mm (cover) – 25 mm (cover)
= 0.600 – 0.04 – 0.025
= 0.535 meter

Length of one bar = ld + L + ld
= 0.535 + 3.1 + 0.535
= 4.162 meter

20 mm dia. Of bar 3 no. = 4.162 x 3 no. of bar = 12.48 meter

Bottom steel 25 mm dia. 3 no.
Length of one bar = ld + L + ld
= 0.535 + 3.1 + 0.535
= 4.162 meter

25 mm dia. 3 no. = 4.162 x 3 no. of bars = 12.48 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.535 + 3.1/7
= 0.977 meter

16 mm dia. 2 no. = 0.977 x 2 no. of bars = 1.95 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.535 + 3.1/7
= 0.944 meter

16 mm dia. 2 no. = 0.977 x 2 no. of bars = 1.95 meter

Bottom curtal 32 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 3.1 – ( 3.1/7 + 3.1/7 ) ]
= 2.22 meter

32 mm dia. 2 no. = 2.22 x 2 no. of bars = 4.44 meter

Stirrups 12 mm dia. – 150 c/c
Length of one bar = 520 + 520 + 635 + 635 – 4 d + 10 d + 10 d
= 2310 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 2502 mm
= 2.50 meter

No. of stirrups = length of stirrup/c/c distance
No. of stirrups = 3.1 / 150 mm
No. of stirrups = 3.1 / 0.150 meter
No. of stirrups = 20.66 say 21 add one bar extra
No. of stirrups = i.e. 22


Length of stirrups 12 mm dia. = 2.50 x 22 no. of bars = 55 meter



Beam quantity

Beam no. 15

Beam size = 0.6 x 0.700

Steel
Top steel 20 mm dia. 3 no.
Bottom steel 25 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 32 mm dia. 2 no.
Stirrups 12 mm dia. – 150 c/c

Beam no. 15
Top steel 20 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 600 – 40 mm (cover) – 25 mm (cover)
= 0.600 – 0.04 – 0.025
= 0.535 meter

Length of one bar = ld + L + 40d
= 0.535 + 3.1 + 40 (20mm)
= 4.635 meter

20 mm dia. Of bar 3 no. = 4.635 x 3 no. of bar = 13.90 meter

Bottom steel 25 mm dia. 3 no.
Length of one bar = ld + L + 40d
= 0.535 + 3.3 + 40 (20mm)
= 4.635 meter

25 mm dia. 3 no. = 4.635 x 3 no. of bars = 13.90 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.535 + 3.3/7
= 1.006 meter

16 mm dia. 2 no. = 1.006 x 2 no. of bars = 2.01 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.535 + 3.3/7
= 1.006 meter

16 mm dia. 2 no. = 1.006 x 2 no. of bars = 2.01 meter

Bottom curtal 32 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 3.3 – ( 3.3/7 + 3.3/7 ) ]
= 2.36 meter

32 mm dia. 2 no. = 2.36 x 2 no. of bars = 4.72 meter

Stirrups 12 mm dia. – 150 c/c
Length of one bar = 520 + 520 + 635 + 635 – 4 d + 10 d + 10 d
= 2310 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 2502 mm
= 2.50 meter

No. of stirrups = length of stirrup / c/c distance
No. of stirrups = 3.3 / 150 mm
No. of stirrups = 3.3 / 0.150 meter
No. of stirrups = 22 add one bar extra
No. of stirrups = i.e. 23


Length of stirrups 12 mm dia. = 2.50 x 23 no. of bars = 57.5 meter



Beam quantity

Beam no. 16

Beam size = 0.6 x 0.700

Steel
Top steel 20 mm dia. 3 no.
Bottom steel 25 mm dia. 3 no.
Extra top right 16 mm dia. 2 no.
Extra top left 16 mm dia. 2  no.
Bottom curtal 32 mm dia. 2 no.
Stirrups 12 mm dia. – 150 c/c

Beam no. 16
Top steel 20 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 600 – 40 mm (cover) – 25 mm (cover)
= 0.600 – 0.04 – 0.025
= 0.535 meter

Length of one bar = ld + L + ld
= 0.535 + 2.3 + 0.535
= 3.37 meter

20 mm dia. Of bar 3 no. = 3.37 x 3 no. of bar = 10.11 meter

Bottom steel 25 mm dia. 3 no.
Length of one bar = ld + L + ld
= 0.535 + 2.3 + 0.535
= 3.37 meter

25 mm dia. 3 no. = 3.37 x 3 no. of bars = 10.11 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.535 + 2.3/7
= 0.863 meter

16 mm dia. 2 no. = 0.863 x 2 no. of bars = 1.72 meter

Extra top left 16 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.535 + 2.3/7
= 0.863 meter

16 mm dia. 2 no. = 0.863 x 2 no. of bars = 1.72 meter

Bottom curtal 32 mm dia. 2 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 2.3 – ( 2.3/7 + 2.3/7 ) ]
= 1.66 meter

32 mm dia. 2 no. = 1.66 x 2 no. of bars = 3.32 meter

Stirrups 12 mm dia. – 150 c/c
Length of one bar = 520 + 520 + 635 + 635 – 4 d + 10 d + 10 d
= 2310 – 4 (12mm) + 10 (12mm) + 10 (12mm)
= 2502 mm
= 2.50 meter

No. of stirrups = length of stirrup / c/c distance
No. of stirrups = 2.3 / 150 mm
No. of stirrups = 2.3 / 0.150 meter
No. of stirrups = 15.33 say 16 add one bar extra
No. of stirrups = i.e. 17


Length of stirrups 12 mm dia. = 2.50 x 17 no. of bars = 42.534 meter



Beam quantity

Beam no. 17

Beam size = 0.3 x 0.500

Steel
Top steel 12 mm dia. 2 no.
Bottom steel 16 mm dia. 3 no.
Extra top right 10 mm dia. 2 no.
Extra top left 10 mm dia. 2  no.
Bottom curtal 25 mm dia. 1 no.
Stirrups 8 mm dia. – 100 c/c

Beam no. 17
Top steel 12 mm dia. 2 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 000 – 40 mm (cover) – 25 mm (cover)
= 0.300 – 0.04 – 0.025
= 0.235 meter

Length of one bar = ld + L + ld
= 0.235 + 3.6 + 0.235
= 4.07 meter

12 mm dia. Of bar 2 no. = 4.07 x 2 no. of bar = 8.14 meter

Bottom steel 16 mm dia. 2 no.
Length of one bar = ld + L + ld
= 0.235 + 3.6 + 0.235
= 4.07 meter

16 mm dia. 2 no. = 4.07 x 2 no. of bars = 8.14 meter

Extra top right 10 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.235 + 3.6/7
= 0.749 meter

10 mm dia. 2 no. = 0.749 x 2 no. of bars = 1.49 meter

Extra top left 10 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.235 + 3.6/7
= 0.749 meter

10 mm dia. 2 no. = 0.749 x 2 no. of bars = 1.49 meter

Bottom curtal 25 mm dia. 1 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 3.6 – ( 3.6/7 + 3.6/7 ) ]
= 2.58 meter
25 dia 1 no. = 2.58 x 1 = 2.58 meter
Stirrups 8 mm dia. – 100 c/c
Length of one bar = 220 + 220 + 435 + 435 – 4 d + 10 d + 10 d
= 1310 – 4 (8mm) + 10 (8mm) + 10 (18mm)
= 1438 mm
= 1.438 meter

No. of stirrups = length of stirrup / c/c distance
No. of stirrups = 1.438 / 120 mm
No. of stirrups = 1.438 / 0.100 meter
No. of stirrups = 14.38 say 15 add one bar extra
No. of stirrups = i.e. 16


Length of stirrups 8 mm dia. = 1.438 x 16 no. of bars = 23.008 meter


Beam quantity

Beam no. 18

Beam size = 0.4 x 0.650

Steel
Top steel 16 mm dia. 3 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 2 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 25 mm dia. 1 no.
Stirrups 8 mm dia. – 100 c/c

Beam no. 18
Top steel 16 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 400 – 40 mm (cover) – 25 mm (cover)
= 0.400 – 0.04 – 0.025
= 0.335 meter

Length of one bar = ld + L + 40d
= 0.335 + 3.6 + 40 (16mm)
= 4.57 meter

16 mm dia. Of bar 3 no. = 4.57 x 3 no. of bar = 13.725 meter

Bottom steel 20 mm dia. 3 no.
Length of one bar = ld + L + 40d
= 0.335 + 3.6 + 40 (20mm)
= 4.73 meter

20 mm dia. 3 no. = 4.73 x 3 no. of bars = 14.20 meter

Extra top right 16 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.335 + 3.6/7
= 0.849 meter

16 mm dia. 2 no. = 0.849 x 2 no. of bars = 1.69 meter

Extra top left 12 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.335 + 3.6/7
= 0.849 meter

16 mm dia. 2 no. = 0.849 x 2 no. of bars = 1.69 meter

Bottom curtal 25 mm dia. 1 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 3.6 – ( 3.6/7 + 3.6/7 ) ]
= 2.58 meter

25 mm dia. 1 no. = 2.58 x 1 no. of bars = 2.58 meter

Stirrups 8 mm dia. – 100 c/c
Length of one bar = 320 + 320 + 585 + 585 – 4 d + 10 d + 10 d
= 1810 – 4 (8mm) + 10 (8mm) + 10 (8mm)
= 1938 mm
= 1.938 meter

No. of stirrups = length of stirrup / c/c distance
No. of stirrups = 1.938 / 100 mm
No. of stirrups = 1.938 / 0.100 meter
No. of stirrups = 19.38 say 20 add one bar extra
No. of stirrups = i.e. 21

Length of stirrups 8 mm dia. = 1.938 x 21 no. of bars = 40.69 meter


Beam quantity

Beam no. 19

Beam size = 0.4 x 0.650

Steel
Top steel 16 mm dia. 3 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 2 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 25 mm dia. 1 no.
Stirrups 8 mm dia. – 100 c/c

Beam no. 19
Top steel 16 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 400 – 40 mm (cover) – 25 mm (cover)
= 0.400 – 0.04 – 0.025
= 0.335 meter

Length of one bar = ld + L + 40d
= 0.335 + 4.7 + 40 (16mm)
= 5.67 meter

16 mm dia. Of bar 3 no. = 5.67 x 3 no. of bar = 17.02 meter

Bottom steel 20 mm dia. 3 no.
Length of one bar = ld + L + 40d
= 0.335 + 4.7 + 40 (20mm)
= 5.83 meter

20 mm dia. 3 no. = 5.83 x 3 no. of bars = 17.50 meter

Extra top right 12 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.335 + 4.7/7
= 1.006 meter

12 mm dia. 2 no. = 1.006 x 2 no. of bars = 2.01 meter

Extra top left 12 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.335 + 4.7/7
= 1.006 meter

162mm dia. 2 no. = 1.006 x 2 no. of bars = 2.01 meter

Bottom curtal 25 mm dia. 1 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 4.7 – ( 4.7/7 + 4.7/7 ) ]
= 3.36 meter

25 mm dia. 1 no. = 3.36 x 1 no. of bars = 3.36 meter

Stirrups 8 mm dia. – 100 c/c
Length of one bar = 320 + 320 + 585 + 585 – 4 d + 10 d + 10 d
= 1810 – 4 (8mm) + 10 (8mm) + 10 (8mm)
= 1938 mm
= 1.938 meter

No. of stirrups = length of stirrup / c/c distance
No. of stirrups = 1.938 / 100 mm
No. of stirrups = 1.938 / 0.100 meter
No. of stirrups = 19.38 say 20 add one bar extra
No. of stirrups = i.e. 21

Length of stirrups 8 mm dia. = 1.938 x 21 no. of bars = 40.69 meter


Beam quantity

Beam no. 20

Beam size = 0.4 x 0.650

Steel
Top steel 16 mm dia. 3 no.
Bottom steel 20 mm dia. 3 no.
Extra top right 12 mm dia. 2 no.
Extra top left 12 mm dia. 2  no.
Bottom curtal 25 mm dia. 1 no.
Stirrups 8 mm dia. – 100 c/c

Beam no. 20
Top steel 16 mm dia. 3 no.
Length of bent bar = length of beam – cover (side) – cover (bottom)
ld = 400 – 40 mm (cover) – 25 mm (cover)
= 0.400 – 0.04 – 0.025
= 0.335 meter

Length of one bar = ld + L + 40d
= 0.335 + 2.8 + 40 (16mm)
= 3.775 meter

16 mm dia. Of bar 3 no. = 3.775 x 3 no. of bar = 11.32 meter

Bottom steel 20 mm dia. 3 no.
Length of one bar = ld + L + 40d
= 0.335 + 2.8 + 40 (20mm)
= 3.935 meter

20 mm dia. 3 no. = 3.935 x 3 no. of bars = 11.80 meter

Extra top right 12 mm dia. 2 no.
Length of one bar = ld + L/7
= 0.335 + 2.8/7
= 0.735 meter

12 mm dia. 2 no. = 0.735 x 2 no. of bars = 1.47 meter

Extra top left 12 mm dia. 2  no.
Length of one bar = ld + L/7
= 0.335 + 2.8/7
= 0.735 meter

12mm dia. 2 no. = 0.735 x 2 no. of bars = 1.47 meter

Bottom curtal 25 mm dia. 1 no.
Length of one bar = [ L – ( L/7 + L/7 ) ]
= [ 2.8 – ( 2.8/7 + 2.8/7 ) ]
= 2 meter

25 mm dia. 1 no. = 2 x 1 no. of bars = 2 meter

Stirrups 8 mm dia. – 100 c/c
Length of one bar = 320 + 320 + 585 + 585 – 4 d + 10 d + 10 d
= 1810 – 4 (8mm) + 10 (8mm) + 10 (8mm)
= 1938 mm
= 1.938 meter

No. of stirrups = length of stirrup / c/c distance
No. of stirrups = 1.938 / 100 mm
No. of stirrups = 1.938 / 0.100 meter
No. of stirrups = 19.38 say 20 add one bar extra
No. of stirrups = i.e. 21

Length of stirrups 8 mm dia. = 1.938 x 21 no. of bars = 40.69 meter