project bbs ref - bar bending schedule | shop...
TRANSCRIPT
PROJECT :
BBS REF :
Description CONCOURSE SLAB BOTTOM Y DIRECTION Date Prepared 30.03.2015 Date Modified
Prepared by SR Checked by SA
Member
A * B * C * D * E/R *
Shape Revmm mm mm mm mm
F * G * H * I * J *
mm mm mm mm mm
BOTTOM Y REINF. 11 Y20 1 124 124 2800 9910 2800 856.25
11.1 Y20 1 108 108 3575 9910 3575 952.19
11.2 Y20 1 6 6 3100 9916 450 2700 45.87
11.3 Y20 1 16 16 3750 9910 3750 147.97
12 Y16 1 24 24 6350 00 6350 240.54
12.1 Y16 1 24 24 8675 00 8675 328.61
12.2 Y16 1 25 25 7100 00 7100 280.15
12.3 Y16 1 23 23 6350 00 6350 230.52
12.4 Y16 1 3 3 10650 00 10650 50.43
12.5 Y16 1 12 12 8325 00 8325 157.68
12.6 Y16 1 12 12 9075 00 9075 171.88
12.7 Y16 1 1 1 7475 11 450 7045 11.80
12.8 Y16 1 2 2 6700 11 450 6285 21.15
12.9 Y16 1 7 7 3175 11 450 2755 35.08
12.10 Y16 1 7 7 3925 11 450 3515 43.36
12.11 Y16 1 18 18 7775 00 7775 220.88
12.12 Y16 1 6 6 7425 11 450 6995 70.31
12.13 Y16 1 6 6 8175 11 450 7755 77.42
12.14 Y16 1 10 10 3100 9912 3100 48.93
12.15 Y16 1 9 9 3850 9912 3850 54.69
Page Total : 4045.71
REINFORCEMENT DETAILS BETWEEN GRID (24 to 26 )
Bar
Mark
Type
& Size
No. of
mbrs
No. of
bars in
each
Total
no.
Length of
each bar
(mm)+
Shape
code
Weight
(Kg)
A
One End Threaded
A
One End Threaded
One End Threaded
A
B
A
One End Threaded
A
A
A
A
A
A
A
B
A
B
A
B
A
B
A
A
B
A
B
A
A
One End Coupler
A
One End Coupler
PROJECT
Client
Contract
Contractor
STRUCTURE CONCOURSE LEVEL SLAB
LOCATION LAP LENGTH 36 x d CLEAR COVER=35MM
DWG NO BBS NO DATE 28/02/2015
Descreption Shape
A * B * C * D * E/R *
Revmm mm mm mm mm
F * G * H * I * J *
mm mm mm mm mm
6 T8 1 6 6 8875 11 100 8780 21.01
6.1 T8 1 6 6 4200 21 100 4030 100 9.94
6.2 T8 1 40 40 4450 11 100 4355 70.24
6.3 T8 1 2 2 9550 11 100 9475 7.54
6.4 T8 1 182 182 9825 00 9825 705.58
6.5 T8 1 46 46 3650 11 100 3560 66.25
6.6-a T8 1 1 1 8525 11 100 8440 3.36
6.6-b T8 1 1 1 10725 11 100 10645 4.23
6.7 T8 1 1 1 11150 21 100 10975 100 4.40
6.8 T8 1 6 6 3525 11 100 3450 8.35
6.9 T8 1 53 53 5350 11 100 5255 111.88
6.10 T8 1 1 1 10600 21 100 10430 100 4.18
6.11-a T8 1 1 1 8525 11 100 8440 3.36
6.11-b T8 1 1 1 10725 11 100 10645 4.23
6.12 T8 1 6 6 8950 11 100 8860 21.19
6.13 T8 1 1 1 9400 11 100 9310 3.71
6.14-a T8 1 1 1 5375 11 100 5300 2.12
6.14-b T8 1 1 1 5425 11 100 5340 2.14
6.14-c T8 1 1 1 5475 11 100 5380 2.16
Page Total : 1055.87
Bar
Mark
Type
& Size
No. of
mbrs
No. of
bars in
each
Total
no.
Length of
each bar
(mm)+
Shape
code
Weight
(Kg)
Bottom 1st layer b/w grid
2 & 3 near grid H
Bottom 1st layer near
grid E,F on grid 2
Bottom 1st layer near
grid E,F on grid 2
Bottom 1st layer near
grid D b/w grid 2 & 3
Bottom 1st layer b/w grid
B & H, 2 & 3
Bottom 1st layer near
grid D,G b/w grid 2&3
Bottom 1st layer b/w grid
2 & 3 near grid H
Bottom 1st layer b/w grid
2 & 3 near grid H
Bottom 1st layer b/w grid
2 & 3 near grid H
Bottom 1st layer near
grid 3 & H
Bottom 1st layer b/w grid
G&H, 2&3
Bottom 1st layer on grid
3 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
Bottom 1st layer b/w grid
3 & 4 near grid H
B
A
A
B
C
B
A
B
A
A
B
A
B
A
B
A
A
B
C
B
A
B
A
A
B
C
B
A
B
A
B
A
B
A
B
A
B
A
B
A
