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BBS ref dwg: 01 Rev. 0
Site ref : Date prepared :
25521521201
١٥-سبتمبر-١٠
Consulting Engineering Group
JOINT FORCES
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
FOOTING
No.of
mbrs
Type andsize
Member Length of each
bar †mm
Bar mark No. of bars
ineach
Shape code
09046-A -SERVICE BUILDING
Total no.
FOOTING F1
01 T 16 7 12 84 1450 21 300 850 300
F2 02 T 16 6 8 48 1950 21 300 1350 300
03 T 16 6 9 54 1750 21 300 1150 300
F3 04 T 16 11 24 264 2350 21 300 1750 300
05 T 16 7 4 28 2700 21 100 2300 300COLUMNS CN
a T 10 7 10 70 760 99 150 150 80
06 T 16 2 8 16 4200 11 650 3550
07 T 16 2 8 16 3275 99 800 300 1875 300C1
CN
b T 10 2 42 84 1240 99 120 420 80
c T 10 2 42 84 860 99 120 230 80
08 T 16 15 12 180 3850 11 300 3550C2
09 T 16 15 6 90 8200 99 800 300 7000 100
10 T 16 15 6 90 6800 99 800 300 5400 300
11 T 16 15 2 30 2600 11 100 2500
C2
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
SHAPE CODE a,b.c
SHAPE CODE 07,09
BBS ref dwg: 01 Rev. 0
Site ref : Date prepared :
Consulting Engineering Group 25521521201
JOINT FORCES ١٥-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
Length of each
bar †mm
Shape code
09046-A -SERVICE BUILDING
Member Bar mark Type andsize
No.of
mbrs
No. of bars
ineach
Total no.
d T 10 15 57 855 1440 99 320 320 80
e T 10 15 114 1710 1000 99 100 320 80
f T 10 15 10 150 940 99 270 120 80
g T 10 15 10 150 600 99 100 120 80
shape code d,e,f,g
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
BBS ref dwg: 01 Rev. 0
Site ref : Date prepared :JOINT FORCES
Consulting Engineering Group 25521521202
١٥-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
Total no.No. of bars
ineach
Shape code
09046-A -SERVICE BUILDING
Member Length of each
bar †mm
Bar mark No.of
mbrs
Type andsize
MEZZ SLAB 01 T 16 4 26 104 230 11 120 110
02 T 16 1 39 39 3250 46 600 300 1450 20 600
03 T 16 1 26 26 4500 21 125 4250 125
04 T 16 1 5 5 2350 21 125 2100 125
05 T 12 1 5 5 2350 21 125 2100 125
06 T 16 3 7 21 2650 11 150 2500
07 T 12 1 10 10 5600 46 600 300 3800 20 600
08 T 16 4 8 32 2200 11 150 2050
09 T 12 1 11 11 5000 46 600 300 3200 20 600
10 T 12 1 7 7 9650 21 125 9400 125
11 T 12 1 8 8 8300 21 125 8050 125
12 T 16 2 30 60 1425 11 150 1275
13 T 12 1 45 45 3000 46 600 300 1200 20 600
14 T 16 3 30 90 2500 00 2500
15 T 16 3 30 90 2100 00 2100
ROOF SLAB
16 T 12 1 45 45 3000 46 600 300 1200 20 600
17 T 16 1 30 30 2500 00 2500
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared : ٢٨-سبتمبر-١٠
Consulting Engineering Group 25521521202
JOINT FORCES -SERVICE BUIL
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
No.of
mbrs
Type andsize
Member Length of each
bar †mm
Bar mark No. of bars
ineach
Shape code
09046-A3-SLAB REINFORCE
Total no.
18 T 16 1 30 30 2100 00 2100
19 T 12 2 45 90 2750 46 600 300 950 20 600
20 T 16 2 30 60 2500 00 2500
21 T 16 2 30 60 2150 00 2150
22 T 12 1 45 45 2750 46 600 300 950 20 600
23 T 12 1 45 45 2800 46 600 300 1000 20 600
24 T 12 1 45 45 2950 46 600 300 1150 20 600
25 T 16 1 27 27 2450 00 2450
26 T 16 1 30 30 2050 00 2050
27 T 12 1 45 45 3500 46 600 300 1700 20 600
28 T 16 1 27 27 1400 11 150 1250
29 T 16 1 27 27 1400 11 150 1250
30 T 16 1 3 3 3400 11 150 3250
31 T 16 1 30 30 8200 11 150 8050
32 T 16 1 30 30 10000 46 600 300 8200 20 600
33 T 16 1 30 30 7700 00 7700
34 T 16 1 27 27 4200 11 150 4050
35 T 16 1 3 3 2050 11 150 1900
36 T 16 1 468 468 2650 11 150 2500
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared :
Consulting Engineering Group 25521521202
JOINT FORCES -SERVICE BUIL ٢٨-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
No.of
mbrs
No. of bars
ineach
Total no.
09046-A3-SLAB REINFORCE
Length of each
bar †mm
Shape code
Member Bar mark Type andsize
37 T 16 1 162 162 5600 46 600 300 3800 20 600
38 T 16 1 95 95 9550 21 150 9400 150
39 T 12 1 11 11 5600 46 600 300 3800 20 600
40 T 12 1 11 11 9550 21 150 9400 150
41 T 16 4 7 28 2200 11 150 150 2050
42 T 12 1 11 11 5000 46 600 300 3200 20 600
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared : ٢٨-سبتمبر-١٠
Consulting Engineering Group 25521521203
JOINT FORCES -SERVICE BUIL
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
No.of
mbrs
Type andsize
Member Length of each
bar †mm
Bar mark No. of bars
ineach
Shape code
09046-A3-GROUND BEAMS
Total no.
01 T 12 1 3 3 5000 99 600 300 3750 350 20
02 T 16 1 4 4 11200 26 600 300 10300 20
03 T 16 1 4 4 12000 26 600 300 11100 20
04 T 16 1 4 4 10700 11 400 10300
05 T 16 1 3 3 8300 11 400 7900
06 T 16 1 3 3 9200 46 600 300 7700 20 600
07 T 16 1 3 3 8900 26 600 300 8000 20
08 T 16 1 3 3 11800 11 350 11450
a T 10 1 203 203 1500 99 460 210 80
09 T 12 1 2 2 3500 11 400 3100
10 T 12 1 3 3 5050 21 400 4250 400
11 T 12 1 3 3 2150 21 400 1350 400
12 T 16 1 3 3 6050 21 400 5250 400
b T 10 1 28 28 1400 99 460 160 80
13 T 12 1 3 3 4950 21 400 4150 400
14 T 16 1 3 3 4850 21 400 4050 400
b T 10 1 22 22 1400 99 460 160 80
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
shape code for 1shape code for
a,b
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared :
Consulting Engineering Group 25521521203
JOINT FORCES -SERVICE BUIL ٢٨-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
No.of
mbrs
No. of bars
ineach
Total no.
09046-A3-GROUND BEAMS R
Length of each
bar †mm
Shape code
Member Bar mark Type andsize
15 T 12 1 2 2 3600 21 400 2800 400
16 T 12 1 3 3 3500 21 400 2700 400
b T 10 1 12 12 1400 99 460 160 80
17 T 14 1 3 3 5000 21 400 4200 400
18 T 16 1 4 4 4900 21 400 4100 400
b T 10 1 23 23 1400 99 460 160 80
19 T 12 1 2 2 2900 21 400 2100 400
20 T 12 1 3 3 2800 21 400 2000 400
b T 10 1 8 1400 99 460 160 80
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
shape code for b
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared :
Consulting Engineering Group 25521521203
JOINT FORCES -SERVICE BUIL ٢٨-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
Length of each
bar †mm
Shape code
09046-A3-Ground Beam Reinf
Member Bar mark Type andsize
No.of
mbrs
No. of bars
ineach
Total no.
21 T 12 1 3 3 5000 99 600 300 3750 350 20
22 T 16 1 4 4 11200 26 600 300 10300 20
23 T 16 1 4 4 12000 26 600 300 11100 20
24 T 16 1 4 4 10700 11 400 10300
25 T 16 1 3 3 8300 11 400 7900
26 T 16 1 3 3 9200 46 600 300 7700 20 600
27 T 16 1 3 3 8500 26 600 300 7600 20
28 T 16 1 3 3 7700 00 7700
29 T 16 1 3 3 5150 99 600 300 3850 400 20
a T 10 1 203 203 1500 99 460 210 80
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
shape code for 29shape code
for a
BBS ref dwg: 02 Rev. 0
Site ref : Date prepared :
25521521203
٠٣-أآتوبر-١٠
Consulting Engineering Group
JOINT FORCES
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
No.of
mbrs
Type andsize
Member Length of each
bar †mm
Bar mark No. of bars
ineach
Shape code
09046-A -GROUND BEAMS
Total no.
01 T 16 1 4 4 10100 21 400 9300 400
02 T 16 1 4 4 10000 21 400 9200 400
a T 10 1 50 50 1500 99 460 210 80
03 T 16 1 4 4 10100 21 400 9300 400
04 T 16 1 4 4 10000 21 400 9200 400
b T 10 1 48 48 1400 99 460 160 80
05 T 16 1 4 4 10100 21 400 9300 400
06 T 16 1 4 4 10000 21 400 9200 400
b T 10 1 48 48 1400 99 460 160 80
07 T 16 1 4 4 10100 21 400 9300 400
08 T 16 1 4 4 10000 21 400 9200 400
b T 10 1 52 52 1400 99 460 160 80
09 T 16 1 4 4 10100 21 400 9300 400
10 T 16 1 4 4 10000 21 400 9200 400
b T 10 1 52 52 1400 99 460 160 80
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
SHAPE CODE a,b
BBS ref dwg: 02 Rev. 0
Site ref : Date prepared :
Consulting Engineering Group 25521521203
JOINT FORCES ١٥-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
Length of each
bar †mm
Shape code
09046-A -SERVICE BUILDING
Member Bar mark Type andsize
No.of
mbrs
No. of bars
ineach
Total no.
11 T 12 1 3 3 3800 21 400 3000 400
12 T 12 1 3 3 3700 21 400 2900 400
b T 10 1 16 16 1400 99 460 160 80
13 T 14 1 3 3 5500 21 400 4700 400
14 T 14 1 3 3 5400 21 400 4600 400
b T 10 1 52 52 1400 99 460 160 80
15 T 16 1 4 4 10100 21 400 9300 400
16 T 16 1 4 4 10000 21 400 9200 400
b T 10 1 42 42 1400 99 460 160 80
17 T 12 1 2 2 5500 21 400 4700 400
18 T 14 1 3 3 5400 21 400 4600 400
b T 10 1 26 26 1400 99 460 160 80
19 T 16 1 4 4 10100 21 400 9300 400
20 T 16 1 4 4 10000 21 400 9200 400
a T 10 1 52 52 1500 99 460 210 80
shape code a,b
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared :JOINT FORCES -SERVICE BUIL
25521571201
٠٤-أآتوبر-١٠
Consulting Engineering Group
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
Total no.No. of bars
ineach
Shape code
09046-A3-Stair reinforcement d
No.of
mbrs
Type andsize
Member Length of each
bar †mm
Bar mark
01 T 18 1 9 9 3250 99 500 2450 300
02 T 18 1 9 9 1150 00 1150
03 T 18 1 9 9 2000 99 150 1200 650
04 T 18 1 9 9 1900 99 200 175 250 1250 200
05 T 18 1 9 9 2250 99 150 1450 650
06 T 18 1 9 9 2150 99 200 175 250 1500 200
07 T 18 1 9 9 4550 99 500 2500 1400 150
08 T 18 1 16 16 1150 00 1150
09 T 18 1 9 9 2300 99 200 1450 650
10 T 14 1 9 9 3850 99 350 2100 1300 100
11 T 18 1 13 13 1150 00 1150
12 T 18 1 9 9 2000 99 100 1200 700
13 T 18 1 9 9 2000 99 150 1200 650
14 T 18 1 9 9 1750 99 200 175 200 1250 100
a T 10 1 9 9 1150 11 300 750
b T 10 1 6 6 1150 00 1150
SHAPE CODE (07,10)
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
SHAPE CODE(3,05,09,
12)SHAPE CODE (01)
SHAPE CODE (06)
BBS ref dwg: 01 Rev. #: 0
Site ref : Date prepared :
Consulting Engineering Group 25521521203
JOINT FORCES -SERVICE BUIL ٢٨-سبتمبر-١٠
Job no : Prepared by : Amira Checked by :
A * B * C * D * E/R *Revletter
mm mm mm mm mm
Member Bar mark Type andsize
No.of
mbrs
No. of bars
ineach
Total no. Shape code
09046-A3-Ground Beam Reinf
Length of each
bar †mm
c T 10 5 9 45 1000 99 200 100 350 250
15 T 14 1 3 3 4500 99 700 1200 2600stair beams
16 T 16 1 3 3 2250 11 450 1800
17 T 14 1 3 3 3000 11 750 2250
18 T 16 1 3 3 4850 99 400 1350 2700 400
19 T 18 1 8 8 2600 26 150 2300 150
20 T 14 1 3 3 1050 00 1050
21 T 12 1 72 72 1850 21 100 1600 150
22 T 12 1 59 59 1450 00 1450
23 T 12 1 44 44 6560 00 6560
e T 10 1 8 8 700 11 250 450
g T 10 5 8 40 930 99 200 250 280
h T 10 1 8 8 1050 99 200 100 400 250
shape code h
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm † Specified in multiples of 25mm © 2000-2006 Chris Buczkowski
shape code h
shape code for cshape code
15
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
20 T 10 2 60 120 3050 46 600 300 1250 45 600
21 T 10 1 60 60 3250 46 600 300 1450 45 600
22 T 12 1 8 8 3250 11 150 3100
23 T 12 8 60 480 2150 00 2150
WALL FTNG 24 T 12 1 3 3 4175 21 150 3900 150
25 T 12 1 3 3 3125 21 150 2850 150
26 T 12 1 3 3 2375 21 150 2100 150
a T 10 1 45 45 1600 99 1600
SERVICE PIT
27 T 14 2 8 16 2800 21 150 2100 600
28 T 14 2 8 16 2600 99 2600
29 T 12 2 20 40 1325 21 150 1050 150
30 T 12 2 6 12 1325 21 150 1050 150
31 T 12 2 20 40 975 21 150 700 150
32 T 12 2 42 84 1325 21 150 1050 150
33 T 12 2 20 40 4475 21 150 4200 150
34 T 14 2 88 176 2450 21 150 1750 600
35 T 14 2 88 176 2300 21 150 1750 450
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
No. of bars
ineach
QP Dukhan Project (Library)
Shape code
09045 Bldg 4 -First Floor
No.of
mbrs
Type andsize
09-May-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.
2541-2011
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
GB10&GB11 20 T 14 1 3 3 5425 11 300 5150
21 T 12 1 3 3 3850 99 3850
22 T 12 1 3 3 4200 11 300 3900
23 T 14 1 3 3 5050 99 5050
d T 10 1 48 48 1300 51 320 220 150BEAMS AT GRID 2
24 T 16 1 3 3 6500 99 6500
25 T 25 1 6 6 6100 26 700 300 5100 45
26 T 12 1 3 3 2850 00 2850
27 T 16 1 5 5 6050 26 700 300 5050 45
28 T 16 1 3 3 4000 46 700 300 2000 45 700
29 T 16 1 5 5 6200 26 700 300 5200 45
30 T 16 1 4 4 3000 00 3000
31 T 16 1 4 4 4400 26 700 300 3400 45
32 T 16 1 3 3 3750 99 3750
33 T 20 1 6 6 8900 11 500 8450
34 T 12 1 3 3 8600 46 700 300 6600 45 700
35 T 16 1 5 5 8600 26 700 300 7600 45
36 T 14 1 3 3 4900 26 700 300 3900 45
37 T 16 1 3 3 4500 00 4500
38 T 14 1 3 3 4650 99 4650
a T 10 1 203 203 1800 51 520 270 150
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
No. of bars
ineach
QP Dukhan Project (Library)
Shape code
09045 Bldg 4 -First Floor
No.of
mbrs
Type andsize
09-May-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.
2541-2011
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
d T 10 1 52 52 1300 51 320 220 150
GB29 20 T 14 1 2 2 2200 21 300 1650 300
21 T 12 1 3 3 2225 21 300 1650 300
d T 10 1 8 8 1300 51 320 220 150
GB30 22 T 12 1 6 6 3575 21 300 3000 300
d T 10 1 26 26 1300 51 320 220 150GB31 &GB32
23 T 14 1 3 3 1325 11 300 1050
24 T 16 1 5 5 4800 26 700 300 3800 45
25 T 14 1 3 3 5000 99 5000
26 T 16 1 5 5 9950 21 400 9200 400
b T 10 1 52 52 1600 51 420 270 150GB33 &GB34
27 T 14 1 3 3 4000 99 4000
28 T 16 1 5 5 3150 00 3150
29 T 14 1 3 3 4050 99 4050
30 T 16 1 5 5 10150 21 500 9200 500
a T 10 1 52 52 1800 51 520 270 150
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
2541-2011
No.of
mbrs
Type andsize
09-May-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.No. of bars
ineach
QP Dukhan Project (Library)
Shape code
09045 Bldg 4 -First Floor
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : francis Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
MB8 20 T 12 1 4 4 2175 21 500 1200 500
f T 10 1 6 6 1400 51 520 130 100
BEAMS AT GRID 2
21 T 14 1 3 3 6400 99 6400
22 T 20 1 4 4 5900 26 600 300 5000 45
23 T 12 1 3 3 2900 00 2900
24 T 16 1 5 5 5900 26 600 300 5000 45
25 T 12 1 3 3 3600 46 700 300 2000 45 300
26 T 16 1 5 5 7575 11 500 7100
27 T 12 1 3 3 4825 21 500 3850 500
28 T 12 1 3 3 4825 21 500 3850 500
29 T 20 1 5 5 8750 11 500 8300
30 T 12 1 3 3 8700 46 700 300 6700 45 700
31 T 16 1 5 5 8700 00 8700
32 T 12 1 3 3 5200 99 5200
33 T 16 1 5 5 4800 21 500 3850 500
34 T 16 1 5 5 4800 21 500 3850 500
a T 10 1 203 203 2000 51 620 270 150
c T 10 1 203 203 1800 51 520 270 150
f T 10 1 30 30 1475 51 520 130 130
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
25521521204
No.of
mbrs
Type andsize
28-Oct-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.No. of bars
ineach
JOINT FORCES
Shape code
09046A-SERVICE BUILDING
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : francis Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
MB17 01 T 14 1 3 3 10100 21 600 8950 600
02 T 20 1 5 5 10050 21 600 8950 600
a T 10 1 52 52 2000 51 620 270 150
MB18, MB19 03 T 12 2 4 8 4050 99 4050
04 T 14 2 3 6 3200 00 3200
05 T 14 2 3 6 9900 21 500 8950 500
f T 10 2 48 96 1475 51 520 130 130BEAMS AT GRID E
06 T 20 1 5 5 5550 11 600 5000
07 T 14 1 3 3 5050 99 5050
08 T 14 1 3 3 3700 99 3700
09 T 20 1 5 5 7100 11 600 6550
10 T 14 1 3 3 3950 21 500 3000 500
11 T 14 1 3 3 3950 21 500 3000 500
d T 10 1 49 49 1900 51 620 220 150
g T 10 1 14 14 1700 51 520 220 150
MB23 12 T 16 1 4 4 10300 21 700 8950 700
13 T 25 1 5 5 10225 21 700 8950 700
14 T 14 1 4 4 9900 21 500 8950 500
e T 10 1 52 52 2200 51 720 270 150
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
22521521204
No.of
mbrs
Type andsize
29-Oct-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.No. of bars
ineach
JOINT FORCES
Shape code
09046A-SERVICE BUILDING
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : francis Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
GRID 2 ROOF
23 T 16 1 5 5 6650 99 6650
24 T 25 1 2 2 3150 00 3150
25 T 25 1 4 4 4100 00 4100
26 T 14 1 3 3 2600 46 750 300 500 40 750
27 T 16 1 5 5 2850 00 2850
28 T 14 1 3 3 2700 46 750 300 600 40 750
29 T 20 1 5 5 4250 00 4250
30 T 14 1 4 4 4000 46 900 300 1750 40 750
31 T 20 1 6 6 5600 00 5600
32 T 14 1 5 5 5900 46 900 300 3500 40 900
33 T 14 1 5 5 5875 11 600 5300
34 T 25 1 4 4 8950 11 600 8400
35 T 25 1 2 2 6000 00 6000
36 T 16 1 5 5 8800 26 900 300 7600 40
37 T 20 1 6 6 8900 26 900 300 7700 40
38 T 14 1 5 5 8900 26 800 300 7800 40
39 T 14 1 5 5 4950 99 4950
40 T 14 1 4 4 11875 11 400 11500
41 T 14 1 4 4 11500 00 11500
42 T 14 1 4 4 11050 00 11050
43 T 14 1 4 4 4775 11 400 4400
a T 10 1 202 202 2300 51 300 750 150
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
25521521205
No.of
mbrs
Type andsize
27-Oct-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.No. of bars
ineach
JOINT FORCES
Shape code
09046A-SERVICE BUILDING
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : francis Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
ROOF BEAM
01 T 16 2 5 10 10300 21 700 8950 700
02 T 25 2 4 8 10225 21 700 8950 700
03 T 25 2 2 4 6400 00 6400
04 T 14 2 4 8 9850 21 500 8900 500
a T 10 2 52 104 2200 51 720 270 150
ROOF BEAM
05 T 16 2 5 10 10300 21 700 8950 700
06 T 25 2 4 8 10225 21 700 8950 700
07 T 25 2 2 4 6400 00 6400
08 T 14 2 4 8 9900 21 500 8950 500
b T 10 2 52 104 2100 51 720 220 150
ROOF BEAM
09 T 16 2 3 6 10300 21 700 8950 700
10 T 16 2 3 6 2175 11 700 1500
11 T 16 2 3 6 10300 21 700 8950 700
12 T 16 2 6 12 3200 00 3200
c T 10 2 52 104 1700 51 620 120 150
ROOF BEAM 18,
13 T 16 3 5 15 10300 21 700 8950 700
14 T 25 3 4 12 10225 21 700 8950 700
15 T 25 3 2 6 6400 00 6400
16 T 14 3 4 12 9900 21 500 8950 500
b T 10 3 52 156 2100 51 720 220 150
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
25521521205
No.of
mbrs
Type andsize
28-Oct-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.No. of bars
ineach
JOINT FORCES
Shape code
O9046A-SERVICE BUILDING
BBS ref dwg: 01 Rev. #:
Site ref : Date prepared :
Job no : Prepared by : francis Checked by :
A * B * C * D * E/R * Revletter
mm mm mm mm mm
SERVICE PIT STAIR
21 T 16 1 9 9 2650 99 2650
22 T 10 1 10 10 1325 21 150 1050 150
23 T 12 6 7 42 1000 99 1000
24 T 10 6 1 6 1325 21 150 1050 150
25 T 10 1 7 7 800 15 600 600 200
26 T 12 1 4 4 1325 21 150 1050 150
27 T 12 1 7 7 1100 51 150 350 100
This schedule complies with BS 8666:2000 Bar Schedule 8666 v3.23
* Specified in multiples of 5mm. † Specified in multiples of 25mm. © 2000-2006 Chris Buczkowski
25521571201
No.of
mbrs
Type andsize
10-Nov-10
Consulting Engineering Group
Member Length of each bar
†mm
Bar mark Total no.No. of bars
ineach
JOINT FORCES
Shape code
STAIR REINFORCEMENT
