Bar Bending Schedule โ€” Reinforcement

๐Ÿ”ฉ CADS India Integration

Project: Tata Networking Hub ยท Import BBS from CADS India software ยท Linked to elements & pour cards

BBS Files imported
8
CADS India ยท This project
Total steel (MT)
42.6
All elements combined
Elements with BBS
47
of 250 elements
Pending BBS
203
Upload required
CADS India ยท BBS_COL-A1-FL02.csv ยท Imported 13 Apr 2026
๐Ÿ”ฉ
COL-A1-FL02 โ€” RCC Column, Block A, FL-02, Grid A1
Drawing: STR-COL-BLKA ยท Rev 2 ยท M25 ยท HYSD Fe500 ยท IS 2502:2014
Total: 48.2 kg
Mark
Dia
Shape
Description / Location
No.
Cut L (mm)
Unit Wt
Total Wt (kg)
Status
B01
T16
Type 38
Main vertical bars โ€” column full height
Grid A1 ยท Confinement zone + lap splice at FL-02
4
4,820
1.578
6.31
โœ“ Verified
B02
T12
Type 01
Vertical bars โ€” intermediate
4 nos @ 125mm spacing each face
8
4,620
0.888
7.10
โœ“ Verified
B03
T8
Type 60 (Link)
Stirrups / links โ€” 450ร—450 column section
Confinement zone: 100mm c/c ยท General zone: 200mm c/c
22
1,960
0.395
8.69
โœ“ Verified
B04
T16
Type 38 (lap)
Lap bars โ€” tension lap splice at FL-02 soffit
Lap length 640mm ยท IS 456 Cl.26.2.5
4
840
1.578
5.32
โš  Check
B05
T10
Type 00 (Straight)
Starter bars โ€” for next floor column
Projection above slab 500mm ยท IS 456 Cl.26.2.3
4
980
0.617
2.42
โœ“ Verified
HYSD Fe500 ยท IS 1786:2008 Total bars: 42 nos Total cut length: โ€” Total weight: 29.84 kg
๐Ÿ”ฉ
SLB-A-FL02 โ€” RCC Slab, Block A, FL-02 (Full Floor)
Drawing: STR-SLB-BLKA ยท Rev 1 ยท M30 ยท HYSD Fe500 ยท IS 2502:2014
Total: 1,842 kg
Mark
Dia
Shape
Description
No.
Cut L
Unit Wt
Total (kg)
Status
S01
T10
Straight
Bottom main bars โ€” X-direction
Span direction ยท 125mm spacing ยท Full floor 12.4m ร— 8.2m
66
12,560
0.617
511.4
โœ“ Verified
S02
T10
Straight
Bottom distribution bars โ€” Y-direction
125mm spacing ยท Full floor
99
8,360
0.617
510.7
โœ“ Verified
S03
T10
U-bar top
Top bars at supports โ€” hogging zone
L/4 from beam face ยท 100mm spacing
88
3,200
0.617
173.4
โš  Check
Total bars: 253 nos Total weight: 1,195.5 kg

BBS Summary by Element

Block A ยท FL-01 to FL-02
ElementTypeDrawingGradeBarsT8 (kg)T10 (kg)T12 (kg)T16 (kg)T20 (kg)Total (kg)BBS FileStatus
COL-A1-FL01ColumnSTR-COL-BLKAM25428.692.427.1011.63โ€”48.2BBS_COL-A1-FL01.csvโœ“
COL-A1-FL02ColumnSTR-COL-BLKAM25428.692.427.1011.63โ€”29.84BBS_COL-A1-FL02.csvโœ“
SLB-A-FL01SlabSTR-SLB-BLKAM30253โ€”1,195.5โ€”โ€”โ€”1,842BBS_SLB-A-FL01.csvโœ“
SLB-A-FL02SlabSTR-SLB-BLKAM30253โ€”1,195.5โ€”โ€”โ€”1,195.5BBS_SLB-A-FL02.csvโš  Partial
BM-A-B1B3-FL01BeamSTR-SLB-BLKAM25384.2โ€”18.422.1โ€”44.7BBS_BM-A-B1B3-FL01.csvโœ“
COL-B1-FL01ColumnSTR-COL-BLKBM25โ€”โ€”โ€”โ€”โ€”โ€”โ€”Not uploadedMissing
COL-C1-FL01ColumnSTR-COL-BLKCM25โ€”โ€”โ€”โ€”โ€”โ€”โ€”Not uploadedMissing
Block A totals:62821.62,391.032.645.4โ€”3,160 kg5 of 7 elements have BBS
CADS India Integration โ€” Export BBS from CADS RC or CADS Rebar as .csv, .xlsx, or .bbs format and import here. All bar marks, cut lengths, bending shapes, and weights are auto-parsed and linked to the element.
๐Ÿ“ค

Import BBS from CADS India

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Import History

FileElementDateBarsStatus
BBS_COL-A1-FL02.csvCOL-A1-FL0213 Apr42โœ“
BBS_COL-A2-FL01.csvCOL-A2-FL0112 Apr42โœ“
BBS_SLB-A-FL01.csvSLB-A-FL0110 Apr253โœ“
BBS_BM-A-B1B3.csvBM-A-B1B3-FL0109 Apr38โœ“
BBS_SLB-A-FL02.csvSLB-A-FL0208 Apr148Partial