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Po 5

The document outlines a bending schedule for reinforcement bars used in construction, detailing specifications such as diameter, length, quantity, and shape. It includes notes on concrete strength requirements and cover to reinforcement for various structural elements like foundations, columns, and beams. The project is for the extension of the Martyrs of Uganda Parish building, designed by Ing. Frederick Owusu-Addo.

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Yaw Krah
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22 views1 page

Po 5

The document outlines a bending schedule for reinforcement bars used in construction, detailing specifications such as diameter, length, quantity, and shape. It includes notes on concrete strength requirements and cover to reinforcement for various structural elements like foundations, columns, and beams. The project is for the extension of the Martyrs of Uganda Parish building, designed by Ing. Frederick Owusu-Addo.

Uploaded by

Yaw Krah
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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BENDING SCHEDULE

BAR
MARK DIA. LENG. QTY. SHAPE
300
250 250
R20 R20
2R20 2R16 NOTE 1 :
R1001 R10 950 203 170
75+75
300

Concrete to frames

300

300
R10@200c/c 220
R10@200c/c R10@200c/c 2
must be fcu -25N/mm
R20 R20 2 R1000 R10 1050 16 220
75+75
2R20 2R16 Reinforcement TO BEAMS ( Fy - 250N/mm ) 220
SECT. A - A SECT. B - B SECT. C - C DENOTED AS "R" - Mild Steel bars
2
Reinforcement TO BEAMS ( Fy - 400N/mm ) R1601 R16 4300 12 STRAIGHT
DENOTED AS "T" - High Tensile bars
R1602 R16 3050 24 100
Cover to reinforcement
450

450
2950
Foundations -50mm
Columns -40mm R2001 R20 4400 12 STRAIGHT
slab/staircase - 25mm
14-R1001-200 C/C

14-R1001-200 C/C
Beams -25mm R2002 R20 3800 12 STRAIGHT
3000

3000
2550

2550
4-R1602 4-R1602

C C C C
450

450

450
B B B B
13-R1001-200 C/C

13-R1001-200 C/C

14-R1001-200 C/C
3000

3000

3000
4-R2002 4-R2002
2550

2550

2550
4-R1602

C C
450

450

450

Consultant

A B C
16-R1000-200 C/C

16-R1001-200 C/C

16-R1001-200 C/C
A B C
3600

3600

3600

4-R2001 4-R2001 4-R1601 Client


3150

3150

3150

MARTYRS OF UGANDA PARISH

Project

EXTENSION TO PARISH BUILDING

Title
150

150

150
600

600

600

R.C COLUMNS
450

450

450

Drawn by
Sheet no Designed by

ING. FREDERICK

C4-(1nos) C6-(2nos) C5-(3nos) 5 OWUSU-ADDO

Scale: 1:100

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