Download - Column Reinforcement

-0.05

+2.95

+5.95

+8.95

+11.95

40

775

20

20

2096

320

9632

0

320

96

12

Ø16

L=

7.75

PC5

21

12

Ø16

L=

4.36

0 PC

522

12

Ø16

L=

4.36

0 PC

522

12

Ø16

L=

4.36

0 PC

522

96

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

33

33

33

33

3

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

Ties

Ø8/

200

Ties

Ø8/

100

44

44

44

44

4

23 p

iece

s5

piec

es23

pie

ces

5 pi

eces

23 p

iece

s5

piec

es10

pie

ces

1 1

2 2

1 1

2 2

3 3

4 4

3 3

4 4

3 3

4 4

35

34 6 pi

eces

Ties

Ø8/

100

Ties

Ø8/

100

34

10 p

iece

s

9514

016

518

022

012

022

012

022

012

010

0

18 p

iece

s8

piec

es

Starting Reinforcement for Columns

OB37 PC52 PC52No. Mark Type Diameter Length Nr. Of Pieces No. El. Total 8 14 161 1 PC52 16 7.75 12 1 12 932 2 PC52 16 4.36 36 1 36 156.963 3 OB37 8 1.1 272 1 272 299.24 4 OB37 8 1.55 136 1 136 210.8

510 0 249.960.39564 1.212 1.583201.7764 0.000 395.577201.7764 0.000 395.577

total kg/diametertotal kg/steel type

COLUMN REINFORCEMENT

600total kg steel

kg/ml diameter

96

96

96

scale: 1:50

Reinforcement Plan of the Columns

1 1 1 1

1 1 1 1

1 1

1

1

1 1

1

1

Stir. 2Ø8/100 L=1.100 OB373 Stir. Ø8/100 L=1.550 OB374

35

35

35 35

13

3535

13

2 - 2

1 1 1 1

1 1 1 1

1 1

1

1

1 1

1

1


35

35

35 35

13

3535

13

1 - 1

13

3535

13

13

3535

13

SECTIONS

scale: 1:20

2 2 2 2

2 2 2 2

2 2

2

2

2 2

2

2


35

35

35 35

13

353513

3 - 3

2 2 2 2

2 2 2 2

2 2

2

2

2 2

2

2


35

35

35 35

13

3535

13

4 - 4

13

3535

13

13

3535

13

Technical University of Civil EngineeringBucharest

Faculty of Foreign Languages

Drawn by CIUPITU VLAD-ALEXANDRU

Date

Verified

26.07.2011 Scale

1:20

1:50

Frame Concrete Structure

Layout8

ColumnReinforcement