BENDING SCHEDULE

a d e f g h i j k l o BAR

2
MILD STEEL BARS - Fy 250N/mm
MARK DIA. LENG. QTY. SHAPE
200
17550 R1001 R10 1350 960 75+75
400
R1002 R10 1300 492 175
4300 3300 2100 3300 4300 75+75
225 400

denoted as " R "

R1003 R10 1650 480 350
900 1800 75+75
1500 1800 2100 1500 900 400
3T16
R1004 R10 1550 480 300
75+75
4300 4350 4350 4300 400
150

R1201 R12 3600 24 100

A A 3500
450

100 100
R1202 R12 2400 12
2R1201 3T1602 3T1602 2R1201 2200
300

R10 100
R1203 R12 3700 48 3600
2T1601 2T1601
A

HIGH TENSILE BARS - Fy 400N/mm2

100 100
2T16 36-R1002@200c/c A T1601 T16 7900 24 7700
36-R1002@200c/c 100
T1602 T16 4900 36
SECT A-A 1st to 6th Floor Beam on gl 1 ( 6 Nos.) 4800

T16 2200 12
225
B T1603 STRAIGHT

2100 T1604 T16 6950 96 100

6850

denoted as " T "

2R12 2R1202 T1605 T16 9000 72 STRAIGHT

T1606 T16 2500 180 STRAIGHT

150

2T1603
10-R1002@200c/c
T2501 T25 STRAIGHT
450

9000 156
B 400
300

R10 T2502 T25 4800 90 STRAIGHT

1st to 6th Floor Beam on gl 2 ( 6 Nos.)
8T25
4300 4350 4350 4300
2T16

150
SECT B-B 4T1604 C 8T2502 4T1604

450
300
7T2501 R10
C 80-R1003@200c/c 7T2501

350 1st to 6th Floor Beam on gl 4a ( 6 Nos.)

7T25
7T25
4350 4350
SECT C-C
4300 4300
150

4T1604 D 7T2502 4T1604 APPROVED BY

450

6T2501 6T2501
300

R10 80-R1004@200c/c
SIGNED BY

D
1st to 6th Floor Beam on gl 7 ( 6 Nos.) 250
6T25 client
SECT D-D SYLVIA OTUO -
4T16
E ACHEAMPONG
4300 4350 4350
150
4300
project & location
2R1203 4T1606 2T1606 3T1606 2T1606 4T1606 2R1203 PROPOSED RESIDENCE
450

BUILDING TO BE BUILT ON
300

3T1605 R10 AT EAST LA (TSE ADDO) /

E 80-R1001@200c/c
3T1605 L A D M A DISTRICT /
GREATER ACCRA REGION

1st to 6th Floor Beam on gl 8 & 10 ( 12 Nos.) 3T16 tittle

DRG
No. FLOOR BEAMS
SECT E-E 025 DETAILS

design by drawn by
FREDERICK
FOA
OWUSU-ADDO
scale date

1 : 100 March. 2023