1 1a 2 2a 3 4 5 6 BENDING SCHEDULE

22420 BAR
250 MARK DIA. LENG. QTY. SHAPE
4030 7120 2870 5300 3100 100
R1000 R10 1150 50 400
75+75
4T25
200
R1001 R10 1350 228 75+75
A 400
150

1250 3560 3560

300
2780 R1002 R10 1850 35 550
75+75
B
450

2T1600 300
300

R10 R1003 R10 1350 35 75+75

4T2501 3T1603 4T2002 2T1602 3T2001
300

R1201 100 100

R12 3400 2 3200
100
R1202 R12 3400 2
2T16 7T2003 2T1602 4T1605 3300
2T1601 2T1604
SECT A-A 20-R1001@200c/c 35-R1002@200c/c B 52-R1001@200c/c
R1203 R12 2800 2 STRAIGHT
R1204 R12 2000 2 STRAIGHT
35-R1003@200c/c
R1205
350 A R12 2500 2 STRAIGHT
1st Floor Beam on gl B ( 1 Nos.) R1206 R12 9000 2 STRAIGHT
3T16 R1601
250 2870 5300 R16 9000 2 STRAIGHT

- High Tensile Steel bars

150

R1602 R16 2500 2 STRAIGHT

4T20 4T2005
C 2T1603 T1601 T16 4400 9 STRAIGHT
600

R10
T1602
150
2T16 T16 3000 4 STRAIGHT
450

Reinforcement ( Fy - 400N/mm )
2T1602 3T2004

2
T1603 T16 4000 5 STRAIGHT
450

38-R1001@200c/c T1604 T16 3400 8

300

150 R10 STRAIGHT

7T20 C D T1605 T16 5600 4 STRAIGHT
SECT B-B 2R12 T1606 T16 7300 2
3T20
1st Floor Beam on gl A2 ( 1 Nos.) 3100
STRAIGHT
T1607 T16 5600 3 STRAIGHT
250 SECT C-C T1608 STRAIGHT
2R1201 T16 5600 4
450

R10 T1609 T16 6000 4 STRAIGHT

2R12
2T1604 T2001 T20 4500 3 STRAIGHT
150

T2002 T20 6000 4 STRAIGHT

14-R1001@200c/c
T2003 STRAIGHT
450

T20 7500 7
2R16
300

R10 1st Floor Beam on gl A1 ( 1 Nos.) T2004 T20 5600 3 STRAIGHT

SECT H-H E T2005 T20 4200 4 STRAIGHT
D T2501 STRAIGHT
2T16 4030 7120 2870 5300 3100 T25 6000 4

SECT D-D
3560 3560

2R1202 3T1607 2R1204 4T1609 2R1203 4T1601 250 Client

MARTYRS OF UGANDA PARISH

3T16
3T1601 2T1606 2T1604 4T1608 2T1604
E Project

150
104-R1001@200c/c EXTENSION TO PARISH BUILDING

450
1st Floor Beam on gl A ( 1 Nos.)

300
R10
H
Title

10110
1ST FLOOR BEAMS DETAILS
2R1205 2R1206
2T16
Drawn by
SECT E-E Sheet no Designed by

2R1602 2R1601 H
50-R1000@200c/c ING. FREDERICK
11 OWUSU-ADDO

1st Floor Beam on gl Ao ( 1 Nos.)

Scale: 1:100