BENDING SCHEDULE
NOTE 1 : BAR
MARK DIA. LENG. QTY. SHAPE
Concrete to frames and floor slab R1001 R10 1150 20 d - 320
2
must be fcu -30N/mm 220
2 75+75
2 Fy - 400N/mm R1003 R10 1050 60 220
Reinforcement TO BEAMS; Fy - 250N/mm
- Mild Steel bars denoted as " R" - High Tensile bars denoted as " T " R1602 R16 1750 52 100 100
1550
R1603 R16 3000 6 100
Cover to reinforcement 2900
300 Foundations -50mm 300 R1604 R16 1550 60 100 100
Columns -40mm 1350
2R20 slab - 25mm 3R20 400 R1605 R16 1350 54 100 100
400 1150
300
300
R1003 Beams -25mm R1003
100
R25 R2001 R20 3100 30 3000
R16 R25
2R20 3R20 R16
400
R1001 150
R2501 R25 3350 8
400
R1001 3200
SECT. K - K SECT. H - H
R25
R16
R25
R16
SECT. G - G SECT. E - E
4-R2001 800 6-R2001
800
75 6-R1603
700
BRC Mesh No. 65
75
BRC Mesh No. 65 8-R2501
400 200 1000
400 200
75
400 200
BRC Mesh No. 65
75
BRC Mesh No.65
600
600
400 200
600
600
1400
1450
10-R1003-200 10-R1003-200
1850
H H
1850
1400
K K 10-R1001-200
1400
10-R1001-200
G
1850
G
1850
C9 C8 E E
400
350
C7a
C7
400
400
50mm blinding
50mm blinding
50mm blinding
50mm blinding
1650
13-R1602-125c/c
1450
1650
13-R1602-125c/c
400
10-R1604-150c/c
1250 625 625
300
9-R1605-150c/c
575 575 625 400 625
475 300 475
625
575
475 300 475
625
1650
400
1450
10-R1604-150c/c
300
1250
C8 C7a
1650
13-R1602-125c/c
400
13-R1602-125c/c
9-R1605-150c/c
C7
575
625
625
F9;C9 (3nos) F8;C8 (3nos)
F7;C7a (1no) F7;C7 (1no)