Plantek Consultants Architects, Planners, Engineers &Project Managers Suite 2, City Apartments, Plot 2 Bombo Road P.o Box 25327 Kampala- Uganda Name / Section:- Member Bar Mark Type & Size No. of mbrs . No. in each Tot al No. Lengt h of each bar mm Shap e Code A Ө mm B Ө mm C Ө mm D Ө mm E/R Ө mm Base Type B1 01 T16 24 8 192 1825 35 1425 02 T16 24 8 192 1825 35 1425 All bending dimensions to be in accordance with BS 4466 unless otherwise statedө – Specified to the nearest 5 mm. X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm. PROJECT No. DRAWING No. Foundation Bases SCHEDULE No. 1 o f 1 1 REVISIO N
Daj Bar Bending Schedule
Feb 07, 2016
bar bending schedule for commercial structure
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Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
Base Type B1 01 T16 24 8 192 1825 35 1425
02 T16 24 8 192 1825 35 1425
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Foundation BasesSCHEDULE No. 1 of 11 REVISION
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
C1 03 T20 14 6 84 2060 34 186004 R8 14 6 84 1100 61 250 250
C2 03 T20 10 6 60 2060 34 186004 R8 10 6 60 760 87 240
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Stub ColumnsSCHEDULE No. 2 of 11 REVISION
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
C1 04 R8 14 75 1050 1100 61 250 25005 T20 14 6 84 3425 41 2960 150 31506 T20 14 6 84 3625 41 3160 150 31507 T20 14 6 84 3625 41 3160 150 31508 T20 14 6 84 3135 41 2670 150 315
C2 05 T20 10 6 60 3425 41 2960 150 31506 T20 10 6 60 3625 41 3160 150 31507 T20 10 6 60 3625 41 3160 150 31508 T20 10 6 60 3135 41 2670 150 31509 R8 10 75 750 760 87 240
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Main ColumnsSCHEDULE No. 3 of 11 REVISION
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
Beam 101 01 T16 1 3 3 5940 34 574002 T16 1 3 3 6670 20 667003 T16 1 3 3 4180 34 398004 T16 1 3 3 4180 34 398005 T16 1 3 3 6680 20 668006 T16 1 3 3 5930 34 573007 R8 1 48 48 1500 61 450 250
Beam 102 &103 07 R8 3 48 144 1500 61 450 250
08 T20 3 4 12 5940 34 574009 T20 3 4 12 6670 20 667010 T20 3 4 12 4180 34 398011 T20 3 4 12 4180 34 398012 T20 3 4 12 6680 20 668013 T20 3 4 12 5930 34 5730
Beam 104 07 R8 2 40 80 1500 61 450 25014 T20 2 4 8 6670 35 6270
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Beams-Ground FloorSCHEDULE No. 4 of 11 REVISION
15 T20 2 4 8 6670 35 6270
Beam 105 07 R8 4 181 724 1500 61 450 25016 T16 4 3 12 12050 34 1185017 T16 4 3 12 7400 20 740018 T16 4 3 12 12030 34 1183019 T16 4 3 12 12030 34 1183020 T16 4 3 12 7400 20 740021 T16 4 3 12 12040 34 11840
Beam 106 07 R8 1 31 31 1500 61 450 25022 T16 1 3 3 5500 35 510023 T16 1 3 3 5500 35 5100
Beam 107 07 R8 1 31 31 1500 61 450 25024 T20 1 4 4 5500 35 510025 T20 1 4 4 5500 35 5100
Beam 108 07 R8 1 20 20 1500 61 450 25026 T20 1 4 4 3730 35 333027 T20 1 4 4 3730 35 3330
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
Beam 201 01 T16 2 6 3 5940 34 574002 T16 2 6 3 6670 20 667003 T16 2 6 3 4180 34 398004 T16 2 6 3 4180 34 398005 T16 2 6 3 6680 20 668006 T16 2 6 3 5930 34 573007 R8 2 48 96 1500 61 450 250
Beam 202 &203 07 R8 3 48 144 1500 61 450 250
08 T20 3 4 12 5940 34 574009 T20 3 4 12 6670 20 667010 T20 3 4 12 4180 34 398011 T20 3 4 12 4180 34 398012 T20 3 4 12 6680 20 668013 T20 3 4 12 5930 34 5730
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Beams-First FloorSCHEDULE No. 5 of 11 REVISION
Beam 204 07 R8 2 40 80 1500 61 450 25014 T20 2 4 8 6670 35 627015 T20 2 4 8 6670 35 6270
Beam 205 07 R8 4 181 724 1500 61 450 25016 T16 4 3 12 12050 34 1185017 T16 4 3 12 7400 20 740018 T16 4 3 12 12030 34 1183019 T16 4 3 12 12030 34 1183020 T16 4 3 12 7400 20 740021 T16 4 3 12 12040 34 11840
Beam 206 07 R8 1 31 31 1500 61 450 25022 T16 1 3 3 5500 35 510023 T16 1 3 3 5500 35 5100
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
Beam 301 01 T16 2 6 3 5940 34 574002 T16 2 6 3 6670 20 667003 T16 2 6 3 4180 34 398004 T16 2 6 3 4180 34 398005 T16 2 6 3 6680 20 668006 T16 2 6 3 5930 34 573007 R8 2 48 96 1500 61 450 250
Beam 302 &303 07 R8 3 48 144 1500 61 450 250
08 T20 3 4 12 5940 34 574009 T20 3 4 12 6670 20 667010 T20 3 4 12 4180 34 3980
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Beams-Second FloorSCHEDULE No. 6 of 11 REVISION
11 T20 3 4 12 4180 34 398012 T20 3 4 12 6680 20 668013 T20 3 4 12 5930 34 5730
Beam 304 07 R8 2 40 80 1500 61 450 25014 T20 2 4 8 6670 35 627015 T20 2 4 8 6670 35 6270
Beam 305 07 R8 4 181 724 1500 61 450 25016 T16 4 3 12 12050 34 1185017 T16 4 3 12 7400 20 740018 T16 4 3 12 12030 34 1183019 T16 4 3 12 12030 34 1183020 T16 4 3 12 7400 20 740021 T16 4 3 12 12040 34 11840
Beam 306 07 R8 1 31 31 1500 61 450 25022 T16 1 3 3 5500 35 510023 T16 1 3 3 5500 35 5100
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
01 T16 1 36 36 5640 35 524002 T16 1 28 28 6640 35 624003 T16 1 14 14 2720 34 252004 T16 1 8 8 3770 34 357005 T16 1 104 104 6640 35 624006 T16 1 6 6 2200 34 200007 T16 1 22 22 2970 35 257008 T16 1 30 30 5640 35 5240
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Ground Floor SlabSCHEDULE No. 7 of 11 REVISION
09 T16 1 6 6 3030 34 283010 T16 1 18 18 2200 34 200011 T16 1 10 10 3000 20 300012 T16 1 4 4 2200 34 200013 T16 1 4 4 2200 34 200014 T16 1 26 26 3000 20 300015 T16 1 3 3 2200 34 200016 T16 1 29 29 3000 20 300017 T16 1 26 26 3000 20 300018 T16 1 18 18 2200 34 2000
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
01 T16 1 36 36 5640 35 524002 T16 1 58 58 6640 35 624003 T16 1 14 14 2720 34 252004 T16 1 58 58 6640 35 624005 T16 1 58 58 6640 35 624006 T16 1 12 12 2200 34 200007 T16 1 22 22 2970 35 257008 T16 1 24 24 5630 35 523009 T16 1 12 12 3030 34 2830
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
First Floor SlabSCHEDULE No. 8 of 11 REVISION
10 T16 1 35 35 2200 34 200011 T16 1 92 92 3000 20 300012 T16 1 24 24 2200 34 2000
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
01 T16 1 36 36 5640 35 524002 T16 1 46 46 6640 35 624003 T16 1 14 14 2720 34 252004 T16 1 46 46 6640 35 624005 T16 1 46 46 6640 35 624006 T16 1 12 12 2200 34 200007 T16 1 22 22 2970 35 2570
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
Second Floor SlabSCHEDULE No. 9 of 11 REVISION
08 T16 1 24 24 5630 35 523009 T16 1 12 12 3030 34 283010 T16 1 29 29 2200 34 200011 T16 1 92 92 3000 20 300012 T16 1 18 18 2200 34 2000
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
Staircase 01 01 T12 1 9 9 1850 45 640 1100 130 285
02 T12 1 27 27 4800 62 4260 1900 54003 T12 1 27 27 2030 99 540 1120 130 24004 T12 1 27 27 3790 45 2580 1100 130 1155
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
StaircasesSCHEDULE No. 10 of 11 REVISION
05 T12 1 27 27 2340 45 970 1260 130 43506 T12 1 27 27 2630 99 540 1720 130 24007 T12 1 9 9 1640 62 1100 490 54008 T12 1 9 9 2270 99 540 1360 130 24009 T12 1 27 27 2060 45 1100 850 130 490210 T12 1 27 27 1640 62 1100 490 54011 T12 1 27 27 2270 99 540 1360 130 24012 T12 1 27 27 2660 45 1100 1450 130 49013 T12 1 57 57 1140 20 114014 T12 1 42 42 1140 20 114015 T12 1 24 24 2340 20 2340
Staircase 02 01 T12 1 9 9 1850 45 640 1100 130 285
02 T12 1 18 18 4130 62 3590 1600 54003 T12 1 18 18 2270 99 540 1120 130 24004 T12 1 18 18 4460 45 3250 1100 130 145505 T12 1 18 18 1740 45 970 660 130 43506 T12 1 18 18 2030 99 540 1120 130 24007 T12 1 34 34 1290 20 129008 T12 1 30 30 1290 20 129009 T12 1 8 8 2940 20 2940
Staircase 03 01 T12 3 9 27 1850 45 640 1100 130 285
02 T12 3 9 27 3790 62 3250 1450 54003 T12 3 9 27 2030 99 540 1120 130 24004 T12 3 9 27 1640 62 1100 490 54005 T12 3 9 27 2270 99 540 1360 130 24006 T12 3 9 27 2060 45 1100 850 130 49007 T12 3 15 45 1140 20 1140
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
Plantek ConsultantsArchitects, Planners, Engineers &Project ManagersSuite 2, City Apartments, Plot 2 Bombo RoadP.o Box 25327Kampala- Uganda
Name / Section:-
Member Bar Mark
Type & Size
No. of mbrs.
No. in each
Total No.
Length of each bar mm
Shape Code AӨ mm BӨ
mmCӨ mm
DӨ mm
E/RӨ mm
Ramp 02 01 T12 1 78 78 1790 20 179002 T12 1 14 14 5165 55 2460 780 1100 920
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
PROJECT No. DRAWING No.
RampsSCHEDULE No. 11 of 11 REVISION
03 T12 1 14 14 3900 62 650 1330 325004 T12 1 14 14 1010 34 91005 T12 1 14 14 4930 20 4930
Ramp 03 01 T12 1 102 102 1630 20 163002 T12 1 13 13 5670 55 2780 965 1100 92003 T12 1 13 13 5350 62 1070 1330 428004 T12 1 13 13 1540 34 144005 T12 1 13 13 6180 20 6180
All bending dimensions to be in accordance with BS 4466 unless otherwise stated ө – Specified to the nearest 5 mm.X-Cut and bent to suit on site. (Min. laps = 50 x Bar diameter) ‡ - Specified to the nearest 5 mm.
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