css structure ferraillage poteaux r+7
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
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Gorji Tripoli Libya
tel : 00218918994794 :
""
33002
:270440742160000 216 26 40 9 7 51:2704407421600
abdelmaksoud.nizar@planet.tn
abdelmaksoud1nizar@gmail.com
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
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6 8 10 12 14 16 20 25 32 40
7 .1 0 9 .4 0 1 1.8 0 1 4.2 0 1 6.6 0 1 8.8 0 2 3.6 0 2 9.6 0 3 8.0 0 4 7.5 0
0 .2 83 0 .5 03 0 .7 85 1 .1 31 1 .5 39 2 .0 11 3 .1 42 4 .9 09 8 .0 42 1 2 .5 66
0 .2 22 0 .3 95 0 .6 17 0 .8 88 1 .2 08 1 .5 78 2 .4 66 3 .8 54 6 .3 13 9 .8 64
24 32 40 48 56 112 140 175 224 280DiametersofBendingMandrels
(minimum)mm
YieldStrenght
400Mpa(minimum) NominalDiameter
mm
OverallDiametermm
Sectioncm
Weight
kg/m
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3/40
3
1
3
4
1
5x18
3x30
20
3x
30
5x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P12 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA20 485 41
45090
3 18HA8 198
22
72
4 36HA8 4022
Bar Lg/Weight
HA8 49.9/19.7HA20 38.8/95.6
3
1
3
4
1
5x18
3x30
20
3x
30
5x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P12 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA20 485 41
45090
3 18HA8 198
22
72
4 36HA8 4022
Bar Lg/Weight
HA8 49.9/19.7HA20 38.8/95.6
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
4/40
2
5
1
2
1
6
5
4x18
4x30
16
4x30
4x
18
Elevation
Scale = 1:35
450
64
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 R+7
PENSION FUND
Bar Lg Shape
1 4HA16 47833
45090
2 2HA16 47833
45090
5 18HA8 158
52
22
6 18HA8 4022
Bar Lg/Weight
HA8 35.5/14.0HA16 28.7/45.2
Cc=4.0 cmP17-P25-P26-P34-P43-P94-P95-P103-P104-P112COLUMNS REINFORCEMENT
2
5
1
2
1
6
5
4x18
4x30
16
4x30
4x
18
Elevation
Scale = 1:35
450
64
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 R+7
PENSION FUND
Bar Lg Shape
1 4HA16 47833
45090
2 2HA16 47833
45090
5 18HA8 158
52
22
6 18HA8 4022
Bar Lg/Weight
HA8 35.5/14.0HA16 28.7/45.2
Cc=4.0 cmP17-P25-P26-P34-P43-P94-P95-P103-P104-P112COLUMNS REINFORCEMENT
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
5/40
1
2
5
1
5
6
2
5x16
4
x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA14 475 30
45090
2 4HA14 47530
45090
5 20HA8 198
72
22
6 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
P18-P24-P105-P111
1
2
5
1
5
6
2
5x16
4
x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA14 475 30
45090
2 4HA14 47530
45090
5 20HA8 198
72
22
6 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
P18-P24-P105-P111
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
6/40
3
1
3
4
1
5x16
4
x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P19-P23 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 475 30
45090
3 20HA8 198
22
72
4 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
3
1
3
4
1
5x16
4
x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P19-P23 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 475 30
45090
3 20HA8 198
22
72
4 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
7/40
3
1
3
4
1
5x16
4
x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
70
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P20-P22 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 475 30
45090
3 20HA8 178
22
62
4 40HA8 4022
Bar Lg/Weight
HA8 51.4/20.3HA14 38.0/45.9
3
1
3
4
1
5x16
4
x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
70
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P20-P22 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 475 30
45090
3 20HA8 178
22
62
4 40HA8 4022
Bar Lg/Weight
HA8 51.4/20.3HA14 38.0/45.9
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
8/40
3
1
3
4
1
4x18
3x3
0
2x28
3x30
4x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
70
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P21 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA20 485 41
45090
3 17HA8 178
22
62
4 34HA8 4022
Bar Lg/Weight
HA8 43.7/17.3HA20 38.8/95.6
3
1
3
4
1
4x18
3x3
0
2x28
3x30
4x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
70
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P21 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA20 485 41
45090
3 17HA8 178
22
62
4 34HA8 4022
Bar Lg/Weight
HA8 43.7/17.3HA20 38.8/95.6
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
9/40
2
1
5
2
5
6
1
6x14
4x
24
2x20
4x24
6x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P27-P33-P42 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 4HA12 47125
45090
5 23HA8 198
72
22
6 46HA8 4022
Bar Lg/Weight
HA8 63.8/25.2HA12 37.7/33.5
2
1
5
2
5
6
1
6x14
4x
24
2x20
4x24
6x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P27-P33-P42 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 4HA12 47125
45090
5 23HA8 198
72
22
6 46HA8 4022
Bar Lg/Weight
HA8 63.8/25.2HA12 37.7/33.5
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
10/40
1
2
5
1
5
6
2
5x14
5x24
20
5x24
5x1
4
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P28-P32-P41 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 2HA12 47125
45090
5 22HA8 158
52
22
6 22HA8 4022
Bar Lg/Weight
HA8 43.4/17.2HA12 28.3/25.1
1
2
5
1
5
6
2
5x14
5x24
20
5x24
5x1
4
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P28-P32-P41 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 2HA12 47125
45090
5 22HA8 158
52
22
6 22HA8 4022
Bar Lg/Weight
HA8 43.4/17.2HA12 28.3/25.1
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
11/40
1
2
5
1
5
6
2
5x14
5x24
20
5x24
5x1
4
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 2HA12 47125
45090
5 22HA8 158
52
22
6 22HA8 4022
Bar Lg/Weight
HA8 43.4/17.2HA12 28.3/25.1
P29-P30-P31-P39-P40
1
2
5
1
5
6
2
5x14
5x24
20
5x24
5x1
4
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 2HA12 47125
45090
5 22HA8 158
52
22
6 22HA8 4022
Bar Lg/Weight
HA8 43.4/17.2HA12 28.3/25.1
P29-P30-P31-P39-P40
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
12/40
1
2
5
1
5
6
2
5x18
3x30
2x20
3x30
5x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P36-P87 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA20 485 41
45090
2 6HA20 48541
45090
5 19HA8 198
72
22
6 57HA8 4022
Bar Lg/Weight
HA8 60.2/23.8HA20 48.5/119.5
1
2
5
1
5
6
2
5x18
3x30
2x20
3x30
5x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P36-P87 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA20 485 41
45090
2 6HA20 48541
45090
5 19HA8 198
72
22
6 57HA8 4022
Bar Lg/Weight
HA8 60.2/23.8HA20 48.5/119.5
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
13/40
1
2
5
1
5
6
2
4x18
4x30
26
4x30
4x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P37-P38-P88-P89 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA20 485 41
45090
2 4HA20 48541
45090
5 18HA8 158
52
22
6 36HA8 4022
Bar Lg/Weight
HA8 42.7/16.9HA20 38.8/95.6
1
2
5
1
5
6
2
4x18
4x30
26
4x30
4x18
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P37-P38-P88-P89 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA20 485 41
45090
2 4HA20 48541
45090
5 18HA8 158
52
22
6 36HA8 4022
Bar Lg/Weight
HA8 42.7/16.9HA20 38.8/95.6
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
14/40
3
1
3
1
2x15
6x
25
2x20
6x25
2x15
Elevation
Scale = 1:35
450
64
64
46
0
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
25
4
25
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P44-P60-P76-P77 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA16 478 33
45090
3 19HA8 78
17
17
Bar Lg/Weight
HA8 14.8/5.8HA16 19.1/30.2
3
1
3
1
2x15
6x
25
2x20
6x25
2x15
Elevation
Scale = 1:35
450
64
64
46
0
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
25
4
25
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P44-P60-P76-P77 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA16 478 33
45090
3 19HA8 78
17
17
Bar Lg/Weight
HA8 14.8/5.8HA16 19.1/30.2
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
15/40
1
2
5
1
5
6
2
5x16
4x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
8
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P45-P46 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA14 475 30
45090
2 4HA14 47530
45090
5 20HA8 198
72
22
6 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
1
2
5
1
5
6
2
5x16
4x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
8
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P45-P46 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA14 475 30
45090
2 4HA14 47530
45090
5 20HA8 198
72
22
6 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
16/40
4
1
4
5
2
1
6
2
4x14
12x24
4x14
ElevationScale = 1:33
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
40
4
5
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P47-P48-P80 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA12 471 25
45090
2 2HA12 47125
45090
4 21HA8 158
42
32
5 21HA8 6042
6 21HA8 50
32
Bar Lg/Weight
HA8 56.1/22.2HA12 37.7/33.5
4
1
4
5
2
1
6
2
4x14
12x24
4x14
ElevationScale = 1:33
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
40
4
5
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P47-P48-P80 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA12 471 25
45090
2 2HA12 47125
45090
4 21HA8 158
42
32
5 21HA8 6042
6 21HA8 50
32
Bar Lg/Weight
HA8 56.1/22.2HA12 37.7/33.5
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
17/40
6
2
1
2
5
1
7
5
3x24
3x40
16
3x40
3x
24
Elevation
Scale = 1:33
450
40
80
460
CC
AASection CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
40
4
5
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P49-P82 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA20 485 41
45090
2 2HA20 48541
45090
5 14HA8 158
42
32
6 14HA8 6042
7 14HA8 50
32
Bar Lg/Weight
HA8 37.4/14.8HA20 38.8/95.6
6
2
1
2
5
1
7
5
3x24
3x40
16
3x40
3x
24
Elevation
Scale = 1:33
450
40
80
460
CC
AASection CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
40
4
5
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P49-P82 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA20 485 41
45090
2 2HA20 48541
45090
5 14HA8 158
42
32
6 14HA8 6042
7 14HA8 50
32
Bar Lg/Weight
HA8 37.4/14.8HA20 38.8/95.6
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18/40
1
2
5
1
5
6
2
5x18
3x30
2x25
3x30
5x
18
Elevation
Scale = 1:33
450
32
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
8
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA16 478 33
45090
2 4HA16 47833
45090
5 19HA8 198
72
22
6 38HA8 4022
Bar Lg/Weight
HA8 52.7/20.8HA16 38.2/60.3
P51-P54-P67-P70-P84
1
2
5
1
5
6
2
5x18
3x30
2x25
3x30
5x
18
Elevation
Scale = 1:33
450
32
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
8
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA16 478 33
45090
2 4HA16 47833
45090
5 19HA8 198
72
22
6 38HA8 4022
Bar Lg/Weight
HA8 52.7/20.8HA16 38.2/60.3
P51-P54-P67-P70-P84
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
19/40
3
1
3
1
10x20
25
10x20
Elevation
Scale = 1:34
450
48
48
460
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
25
4
25
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 455 945090
3 22HA8 78
17
17
Bar Lg/Weight
HA8 17.1/6.7HA12 18.2/16.2
P52-P53-P68-P69-P85
3
1
3
1
10x20
25
10x20
Elevation
Scale = 1:34
450
48
48
460
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
25
4
25
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 455 945090
3 22HA8 78
17
17
Bar Lg/Weight
HA8 17.1/6.7HA12 18.2/16.2
P52-P53-P68-P69-P85
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
20/40
1
5
2
1
6
2
6
5
4x18
3x30
2x28
3x30
4x18
4x18
3x30
2x28
3x30
4x18
Elevation
Scale = 1:33
450
32
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
60
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P56-P65-P72 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA16 478 33
45090
2 2HA16 47833
45090
5 17HA8 218
52
52
6 17HA8 162
38
38
Bar Lg/Weight
HA8 64.6/25.5HA16 38.2/60.3
1
5
2
1
6
2
6
5
4x18
3x30
2x28
3x30
4x18
4x18
3x30
2x28
3x30
4x18
Elevation
Scale = 1:33
450
32
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
60
4
60
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P56-P65-P72 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA16 478 33
45090
2 2HA16 47833
45090
5 17HA8 218
52
52
6 17HA8 162
38
38
Bar Lg/Weight
HA8 64.6/25.5HA16 38.2/60.3
-
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21/40
5
1
2
1
6
5
62
4x16
9x28
4x16
4x16
9x28
4x16
Elevation
Scale = 1:33
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
60
4
6
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P57-P64-P73 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA14 457 12
45090
2 2HA14 47225
45090
5 18HA8 218
52
52
6 18HA8 162
38
38
Bar Lg/Weight
HA8 68.4/27.0HA14 36.9/44.6
5
1
2
1
6
5
62
4x16
9x28
4x16
4x16
9x28
4x16
Elevation
Scale = 1:33
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
60
4
6
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P57-P64-P73 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA14 457 12
45090
2 2HA14 47225
45090
5 18HA8 218
52
52
6 18HA8 162
38
38
Bar Lg/Weight
HA8 68.4/27.0HA14 36.9/44.6
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
22/40
1
3
9x14
2x24
3x17
2x
24
9x14
Elevation
Scale = 1:32
450
24
48
460
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P58 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 18HA12 471 25
45090
3 26HA8 468
22
207
4 182HA8 4022
Bar Lg/Weight
HA8 194.0/76.6HA12 84.8/75.3
1/2
1
3
9x14
2x24
3x17
2x
24
9x14
Elevation
Scale = 1:32
450
24
48
460
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P58 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 18HA12 471 25
45090
3 26HA8 468
22
207
4 182HA8 4022
Bar Lg/Weight
HA8 194.0/76.6HA12 84.8/75.3
1/2
-
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23/40
1
3
4
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
215
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P58 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 18HA12 471 25
45090
3 26HA8 468
22
207
4 182HA8 4022
Bar Lg/Weight
HA8 194.0/76.6HA12 84.8/75.3
2/2
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
24/40
1
2
5
1
5
6
2
5x14
5x
24
20
5x24
5x
14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
7
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P59 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 4HA12 47125
45090
5 22HA8 178
62
22
6 44HA8 4022
Bar Lg/Weight
HA8 56.6/22.3HA12 37.7/33.5
1
2
5
1
5
6
2
5x14
5x
24
20
5x24
5x
14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
7
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P59 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 4HA12 47125
45090
5 22HA8 178
62
22
6 44HA8 4022
Bar Lg/Weight
HA8 56.6/22.3HA12 37.7/33.5
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
25/40
1
2
5
1
5
6
2
9x14
2x24
3x17
2x24
9x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA Section CC Attente inf
Scale = 1:25
Section AA Courante
Scale = 1:25
30
4
1
25
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P62 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 8HA12 47125
45090
5 26HA8 288
117
22
6 104HA8 4022
Bar Lg/Weight
HA8 116.1/45.9HA12 56.5/50.2
1
2
5
1
5
6
2
9x14
2x24
3x17
2x24
9x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA Section CC Attente inf
Scale = 1:25
Section AA Courante
Scale = 1:25
30
4
1
25
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P62 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 471 25
45090
2 8HA12 47125
45090
5 26HA8 288
117
22
6 104HA8 4022
Bar Lg/Weight
HA8 116.1/45.9HA12 56.5/50.2
P63R 7
P63R 7
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26/40
1
3
1
43
8x16
2x28
2x16
2x
28
8x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:33
Section AA Courante
Scale = 1:33
120
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P63 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 12HA14 475 30
45090
3 23HA8 278
22
112
4 92HA8 4022
Bar Lg/Weight
HA8 100.4/39.7HA14 57.0/68.8
1
3
1
43
8x16
2x28
2x16
2x
28
8x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:33
Section AA Courante
Scale = 1:33
120
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P63 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 12HA14 475 30
45090
3 23HA8 278
22
112
4 92HA8 4022
Bar Lg/Weight
HA8 100.4/39.7HA14 57.0/68.8
A h C l EC2 V i 20 1 P74 C 4 0R 7
A h C l EC2 V i 20 1 P74 C 4 0R 7
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27/40
1
2
5
1
5
6
2
9x14
2x24
3x17
2x24
9x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA Section CC Attente inf
Scale = 1:25
Section AA CouranteScale = 1:25
30
4
1
17
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P74 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 8HA12 47125
45090
5 26HA8 272
109
22
6 104HA8 4022
Bar Lg/Weight
HA8 112.0/44.2HA12 56.5/50.2
1
2
5
1
5
6
2
9x14
2x24
3x17
2x24
9x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA Section CC Attente inf
Scale = 1:25
Section AA CouranteScale = 1:25
30
4
1
17
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P74 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 8HA12 47125
45090
5 26HA8 272
109
22
6 104HA8 4022
Bar Lg/Weight
HA8 112.0/44.2HA12 56.5/50.2
Arche Column EC2 Version 20 1 P75 Cc 4 0 cmR+7
Arche Column EC2 Version 20 1 P75 Cc 4 0 cmR+7
-
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28/40
1
2
5
1
5
6
2
9x14
2x24
3x17
2x24
9x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA Section CC Attente inf
Scale = 1:25
Section AA CouranteScale = 1:25
30
4
1
18
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P75 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 8HA12 47125
45090
5 26HA8 274
110
22
6 104HA8 4022
Bar Lg/Weight
HA8 112.5/44.4HA12 56.5/50.2
1
2
5
1
5
6
2
9x14
2x24
3x17
2x24
9x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA Section CC Attente inf
Scale = 1:25
Section AA CouranteScale = 1:25
30
4
1
18
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P75 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 8HA12 47125
45090
5 26HA8 274
110
22
6 104HA8 4022
Bar Lg/Weight
HA8 112.5/44.4HA12 56.5/50.2
Arche Column EC2 Version 20 1 P78 P79 Cc=4 0 cmR+7
Arche Column EC2 Version 20 1 P78 P79 Cc=4 0 cmR+7
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29/40
1
2
5
1
5
6
2
5x16
4x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P78-P79 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA14 4753
0
45090
2 4HA14 47530
45090
5 20HA8 198
72
22
6 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
1
2
5
1
5
6
2
5x16
4x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P78-P79 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA14 4753
0
45090
2 4HA14 47530
45090
5 20HA8 198
72
22
6 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
Arche Column EC2 Version 20 1 P90 P91 Cc=4 0 cmR+7
Arche Column EC2 Version 20 1 P90 P91 Cc=4 0 cmR+7
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
30/40
2
5
1
2
1
6
5
4x18
4x30
16
4x30
4x18
Elevation
Scale = 1:33
450
32
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
6
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P90-P91 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA16 4783
3
45090
2 2HA16 47833
45090
5 18HA8 158
52
22
6 18HA8 4022
Bar Lg/Weight
HA8 35.5/14.0HA16 28.7/45.2
2
5
1
2
1
6
5
4x18
4x30
16
4x30
4x18
Elevation
Scale = 1:33
450
32
64
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
6
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEArche Column EC2 Version 20.1 P90-P91 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA16 4783
3
45090
2 2HA16 47833
45090
5 18HA8 158
52
22
6 18HA8 4022
Bar Lg/Weight
HA8 35.5/14.0HA16 28.7/45.2
Arche Column EC2 Version 20.1 Cc=4.0 cmR+7 P92-P97-P98-P99-P100-P101
Arche Column EC2 Version 20.1 Cc=4.0 cmR+7 P92-P97-P98-P99-P100-P101
-
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31/40
1
2
5
1
5
6
2
5x14
5
x24
20
5x24
5x
14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
6
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEc e Co u C e s o 0 R+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 2HA12 47125
45090
5 22HA8 158
52
22
6 22HA8 4022
Bar Lg/Weight
HA8 43.4/17.2HA12 28.3/25.1
P92 P97 P98 P99 P100 P101
1
2
5
1
5
6
2
5x14
5
x24
20
5x24
5x
14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
6
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEc e Co u C e s o 0 R+7
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 2HA12 47125
45090
5 22HA8 158
52
22
6 22HA8 4022
Bar Lg/Weight
HA8 43.4/17.2HA12 28.3/25.1
P92 P97 P98 P99 P100 P101
Arche Column EC2 Version 20.1 P93-P96-P102 Cc=4.0 cmR+7
Arche Column EC2 Version 20.1 P93-P96-P102 Cc=4.0 cmR+7
-
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32/40
2
1
5
2
5
6
1
6x14
4
x24
2x20
4x24
6x1
4
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEP93 P96 P102
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 4HA12 47125
45090
5 23HA8 198
72
22
6 46HA8 4022
Bar Lg/Weight
HA8 63.8/25.2HA12 37.7/33.5
2
1
5
2
5
6
1
6x14
4
x24
2x20
4x24
6x1
4
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
80
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEP93 P96 P102
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA12 4712
5
45090
2 4HA12 47125
45090
5 23HA8 198
72
22
6 46HA8 4022
Bar Lg/Weight
HA8 63.8/25.2HA12 37.7/33.5
Arche Column EC2 Version 20.1 P106-P110 Cc=4.0 cmR+7
Arche Column EC2 Version 20.1 P106-P110 Cc=4.0 cmR+7
-
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33/40
3
1
3
4
1
5x16
4x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEP106 P110
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 4753
0
45090
3 20HA8 198
22
72
4 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
3
1
3
4
1
5x16
4x28
16
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIEP106 P110
COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 4753
0
45090
3 20HA8 198
22
72
4 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
Arche Column EC2 Version 20.1 P107-P108-P109 Cc=4.0 cmR+7
Arche Column EC2 Version 20.1 P107-P108-P109 Cc=4.0 cmR+7
-
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34/40
3
1
3
4
1
5x14
5
x24
2x20
5x24
5x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
70
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA12 4712
5
45090
3 23HA8 178
22
62
4 46HA8 4022
Bar Lg/Weight
HA8 59.2/23.4HA12 37.7/33.5
3
1
3
4
1
5x14
5
x24
2x20
5x24
5x14
Elevation
Scale = 1:32
450
24
48
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
70
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA12 4712
5
45090
3 23HA8 178
22
62
4 46HA8 4022
Bar Lg/Weight
HA8 59.2/23.4HA12 37.7/33.5
SCET TUNISIEArche Column EC2 Version 20.1 P115-P119 Cc=4.0 cmR+7
COLUMNS REINFORCEMENT
SCET TUNISIEArche Column EC2 Version 20.1 P115-P119 Cc=4.0 cmR+7
COLUMNS REINFORCEMENT
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35/40
3
1
3
41
5x18
3x30
2x20
3x30
5x1
8
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA20 4854
1
45090
3 19HA8 198
22
72
4 38HA8 4022
Bar Lg/Weight
HA8 52.7/20.8HA20 38.8/95.6
3
1
3
41
5x18
3x30
2x20
3x30
5x1
8
Elevation
Scale = 1:33
450
40
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA20 4854
1
45090
3 19HA8 198
22
72
4 38HA8 4022
Bar Lg/Weight
HA8 52.7/20.8HA20 38.8/95.6
SCET TUNISIEArche Column EC2 Version 20.1 P116-P117-P118 Cc=4.0 cmR+7
COLUMNS REINFORCEMENT
SCET TUNISIEArche Column EC2 Version 20.1 P116-P117-P118 Cc=4.0 cmR+7
COLUMNS REINFORCEMENT
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
36/40
3
1
3
4
1
5x16
4x28
26
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 47530
45090
3 20HA8 198
22
72
4 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
3
1
3
4
1
5x16
4x28
26
4x28
5x16
Elevation
Scale = 1:32
450
28
56
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
80
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 47530
45090
3 20HA8 198
22
72
4 40HA8 4022
Bar Lg/Weight
HA8 55.4/21.9HA14 38.0/45.9
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTP200-P201-P202-P203
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmR+7
COLUMNS REINFORCEMENTP200-P201-P202-P203
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37/40
3
1
3
41
4x16
4x28
2x24
4x28
4x16
Elevation
Scale = 1:36
4
50
75
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
60
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 47530
45090
3 19HA8 158
22
52
4 38HA8 4022
Bar Lg/Weight
HA8 45.1/17.8HA14 38.0/45.9
3
1
3
41
4x16
4x28
2x24
4x28
4x16
Elevation
Scale = 1:36
4
50
75
80
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
60
4
3
0
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 8HA14 47530
45090
3 19HA8 158
22
52
4 38HA8 4022
Bar Lg/Weight
HA8 45.1/17.8HA14 38.0/45.9
SCET TUNISIEArche Column EC2 Version 20.1 P204-P205 Cc=4.0 cmR+7
COLUMNS REINFORCEMENT
SCET TUNISIEArche Column EC2 Version 20.1 P204-P205 Cc=4.0 cmR+7
COLUMNS REINFORCEMENT
-
7/30/2019 CSS Structure Ferraillage Poteaux R+7
38/40
1
2
1
5
2
6
5
5x18
6x30
5x18
Elevation
Scale = 1:38
450
115
90
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
70
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA20 46016
45090
2 6HA20 48236
45090
5 17HA8 178
62
22
6 51HA8 4022
Bar Lg/Weight
HA8 50.5/19.9HA20 47.3/116.6
1
2
1
5
2
6
5
5x18
6x30
5x18
Elevation
Scale = 1:38
450
115
90
460
CC
AA
Section CC Attente inf
Scale = 1:20
Section AA Courante
Scale = 1:20
30
4
70
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 4HA20 46016
45090
2 6HA20 48236
45090
5 17HA8 178
62
22
6 51HA8 4022
Bar Lg/Weight
HA8 50.5/19.9HA20 47.3/116.6
SCET TUNISIEArche Column EC2 Version 20.1 P45-P46-P78-P79 Cc=4.0 cmEDICULA
COLUMNS REINFORCEMENT
SCET TUNISIEArche Column EC2 Version 20.1 P45-P46-P78-P79 Cc=4.0 cmEDICULA
COLUMNS REINFORCEMENT
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39/40
2
5
1
5
6
2
6
1
3x14
3x24
12
3x24
3x14
3x14
3x24
12
3x24
3x14
Elevation
Scale = 1:23
(2
90)
48
48
(300)Tobeverified
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
30
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA12 295 9
29090
2 2HA12 30921
29090
5 14HA8 98
22
22
6 14HA8 77
17
17
Bar Lg/Weight
HA8 24.5/9.7HA12 23.9/21.2
2
5
1
5
6
2
6
1
3x14
3x24
12
3x24
3x14
3x14
3x24
12
3x24
3x14
Elevation
Scale = 1:23
(2
90)
48
48
(300)Tobeverified
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
30
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA12 295 9
29090
2 2HA12 30921
29090
5 14HA8 98
22
22
6 14HA8 77
17
17
Bar Lg/Weight
HA8 24.5/9.7HA12 23.9/21.2
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmEDICULA
COLUMNS REINFORCEMENTP58-P59-P62-P63-P74-P75
SCET TUNISIEArche Column EC2 Version 20.1 Cc=4.0 cmEDICULA
COLUMNS REINFORCEMENTP58-P59-P62-P63-P74-P75
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7/30/2019 CSS Structure Ferraillage Poteaux R+7
40/40
1
2
1
5
6
2
6
5
2x18
6x28
2x1
8
2x18
6x28
2x1
8
Elevation
Scale = 1:24
(290)
64
64
(300)
Tobeverified
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
30
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA16 29813
29090
2 2HA16 31529
29090
5 11HA8 98
22
22
6 11HA8 77
17
17
Bar Lg/Weight
HA8 19.3/7.6HA16 24.2/38.1
1
2
1
5
6
2
6
5
2x18
6x28
2x1
8
2x18
6x28
2x1
8
Elevation
Scale = 1:24
(290)
64
64
(300)
Tobeverified
CC
AA
Section CC Attente inf
Scale = 1:10
Section AA Courante
Scale = 1:10
30
4
30
fck= 40 MPa fyk= 400 MPa Fire resistance R 90
SCET TUNISIE COLUMNS REINFORCEMENTPENSION FUND
Bar Lg Shape
1 6HA16 29813
29090
2 2HA16 31529
29090
5 11HA8 98
22
22
6 11HA8 77
17
17
Bar Lg/Weight
HA8 19.3/7.6HA16 24.2/38.1
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