Column Reinforcement
1
-0.05 +2.95 +5.95 +8.95 +11.95 40 775 20 20 20 96 320 96 320 320 96 12 Ø16 L= 7.75 PC52 1 12 Ø16 L= 4.360 PC52 2 12 Ø16 L= 4.360 PC52 2 12 Ø16 L= 4.360 PC52 2 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 3 3 3 3 3 3 3 3 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 4 4 4 4 4 4 4 4 4 23 pieces 5 pieces 23 pieces 5 pieces 23 pieces 5 pieces 10 pieces 1 1 2 2 1 1 2 2 3 3 4 4 3 3 4 4 3 3 4 4 35 3 4 6 pieces Ties Ø8/100 Ties Ø8/100 3 4 10 pieces 95 140 165 180 220 120 220 120 220 120 100 18 pieces 8 pieces Starting Reinforcement for Columns OB37 PC52 PC52 No. Mark Type Diameter Length Nr. Of Pieces No. El. Total 8 14 16 1 1 PC52 16 7.75 12 1 12 93 2 2 PC52 16 4.36 36 1 36 156.96 3 3 OB37 8 1.1 272 1 272 299.2 4 4 OB37 8 1.55 136 1 136 210.8 510 0 249.96 0.39564 1.212 1.583 201.7764 0.000 395.577 201.7764 0.000 395.577 total kg/diameter total kg/steel type COLUMN REINFORCEMENT 600 total 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 OB37 3 Stir. Ø8/100 L=1.550 OB37 4 35 35 35 35 13 35 35 13 2 - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Stir. 2Ø8/200 L=1.100 OB37 3 Stir. Ø8/200 L=1.550 OB37 4 35 35 35 35 13 35 35 13 1 - 1 13 35 35 13 13 35 35 13 SECTIONS scale: 1:20 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Stir. 2Ø8/200 L=1.100 OB37 3 Stir. Ø8/200 L=1.550 OB37 4 35 35 35 35 13 35 35 13 3 - 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Stir. 2Ø8/100 L=1.100 OB37 3 Stir. Ø8/100 L=1.550 OB37 4 35 35 35 35 13 35 35 13 4 - 4 13 35 35 13 13 35 35 13 Technical University of Civil Engineering Bucharest Faculty of Foreign Languages Drawn by CIUPITU VLAD-ALEXANDRU Date Verified 26.07.2011 Scale 1:20 1:50 Frame Concrete Structure Layout 8 Column Reinforcement
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column reinforcement
Transcript of 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
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Ties
Ø8/
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Ties
Ø8/
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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
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34 6 pi
eces
Ties
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100
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100
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10 p
iece
s
9514
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18 p
iece
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piec
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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
Stir. 2Ø8/200 L=1.100 OB373 Stir. Ø8/200 L=1.550 OB374
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
Stir. 2Ø8/200 L=1.100 OB373 Stir. Ø8/200 L=1.550 OB374
35
35
35 35
13
353513
3 - 3
2 2 2 2
2 2 2 2
2 2
2
2
2 2
2
2
Stir. 2Ø8/100 L=1.100 OB373 Stir. Ø8/100 L=1.550 OB374
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
![Example 4.1 [Uni-axial Column Design] - · PDF fileExample 4.2 [Biaxial column design] Determine the longitudinal reinforcement for corner column of size 400*400 mm and the design](https://static.fdocuments.us/doc/165x107/5a78bdbc7f8b9a83238bc5fb/example-41-uni-axial-column-design-42-biaxial-column-design-determine-the.jpg)
