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

    [email protected]

    [email protected]

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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

    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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    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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    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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    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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    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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    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

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    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

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    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

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    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

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    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

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    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

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    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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    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

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    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

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    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

  • 7/30/2019 CSS Structure Ferraillage Poteaux R+7

    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

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    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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    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

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    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

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    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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    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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    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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    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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    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

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    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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    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

  • 7/30/2019 CSS Structure Ferraillage Poteaux R+7

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    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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    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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    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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    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

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    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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    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

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    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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    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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    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