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    Anexo 3

    Uploaded by

    Mathias Bonilla

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd

    Anexo 3

    Uploaded by

    Mathias Bonilla
    7 views5 pages

    Copyright

    © © All Rights Reserved

    Available Formats

    PDF, TXT or read online from Scribd

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    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    7 views5 pages

    Anexo 3

    Uploaded by

    Mathias Bonilla

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 5

    Ing.

    Fabian Wynter
    Montevideo - Uruguay
    Tel. 598 2 712 4929 Cel. 598 99 685 010

    20221010_CUJO_Puente R29 Ao Cuñapiru Superestructura Code: EC2


    Losa Longitudinal Apoyo entre VP
    Prepared by: Date: 09/03/23

    B3:

    Geometry
    283 21 285

    (42)-(43)
    0.5 0.72 1.25
    1.59

    275 5000

    Prop.21

    Moments (t ·m) spans 1 to 1


    -21.3 -22.4

    -4.6

    8.4 8.2 7.6 8.4


    10.7
    17.7

    Shear (ton)

    -14.1
    -8.8

    31.5
    37.8

    Moments (t ·m) spans 1 to 1


    -21.3 -22.4

    -4.6

    8.4 8.2 7.6 8.4


    10.7
    17.7
    Ing. Fabian Wynter
    Montevideo - Uruguay
    Tel. 598 2 712 4929 Cel. 598 99 685 010

    20221010_CUJO_Puente R29 Ao Cuñapiru Superestructura Code: EC2


    Losa Longitudinal Apoyo entre VP
    Prepared by: Date: 09/03/23

    B3:

    Reduced shear (ton)

    -8.8 -11.1

    31.5
    34.8

    Reinforcement: span 1
    Concrete: C30/37 fyk = 500 Links fyk= 500 N/mm² Shear design:
    gc=1.5 gs=1.15 acc=1. Links only
    Top Cover 60
    As` = 23.81 25.88 16.19*

    As = 12.42 12.42* 19.86


    Bot Cover 110
    * = min. reinforcement
    x/d 11% 11% 11%
    As/Ac 0.22% 0.24% 0.24%
    δ 100% 100% 0%

    Vcd/bd 0.53
    0.38
    Vsd/bd 0.32

    Dist =

    As/bd 0.22% 0.24%


    Angle 21.8 21.8

    Asw/s 0.44 0.44


    Asw/s,min 0.44
    Ing. Fabian Wynter
    Montevideo - Uruguay
    Tel. 598 2 712 4929 Cel. 598 99 685 010

    20221010_CUJO_Puente R29 Ao Cuñapiru Superestructura Code: EC2


    Losa Longitudinal Apoyo Volado
    Prepared by: Date: 09/03/23

    B1:

    Geometry
    81 20 83

    (1)-(2)
    0.5 0.72 1.25
    1.59

    2480
    225

    Prop.20
    Moments (t ·m) spans 1 to 1
    -22.1 -22.1

    -5.3

    8. 8.5
    15.4

    Shear (ton)

    -15.3 -15.

    29.9

    49.9

    Torsion (t ·m)
    Ing. Fabian Wynter
    Montevideo - Uruguay
    Tel. 598 2 712 4929 Cel. 598 99 685 010

    20221010_CUJO_Puente R29 Ao Cuñapiru Superestructura Code: EC2


    Losa Longitudinal Apoyo Volado
    Prepared by: Date: 09/03/23

    B1:

    Moments (t ·m) spans 1 to 1


    -22.1 -22.1

    -5.3

    8. 8.5
    15.4

    Reduced shear (ton)

    -11. -11.1

    31.1 29.9

    Reduced torsion (t ·m)


    Ing. Fabian Wynter
    Montevideo - Uruguay
    Tel. 598 2 712 4929 Cel. 598 99 685 010

    20221010_CUJO_Puente R29 Ao Cuñapiru Superestructura Code: EC2


    Losa Longitudinal Apoyo Volado
    Prepared by: Date: 09/03/23

    B1:

    Reinforcement: span 1
    Concrete: C30/37 fyk = 500 Links fyk= 500 N/mm² Shear design:
    gc=1.5 gs=1.15 acc=1. Links only
    Top Cover 90
    As` = 43.87 44.51 9.47

    As = 14.35 15.28 29.01


    Bot Cover 110
    x/d 36% 40% 24%
    As/Ac 1.31% 1.33% 1.02%
    δ 100% 100% 0%

    1.05
    Vsd/bd 0.93
    Vcd/bd 0.82
    0.75

    Dist =

    As/bd 1.31% 1.02%


    Angle 21.8 21.8

    Asw/s 0.24 0.23 0.27


    Asw/s,min 0.22

    Links for span : 1


    Diam: min = 8 No. of Legs = 6 Spacing: min = 50
    : max = 16 Alt no. = 6 by = 50
    Max. no. of groups = 3 fyk = 500
    prov.
    (req`d)

    Asw/s-
    req`d 0.24 0.23 0.27
    prov. 0.3 0.3 0.3
    Gap = 10.0
    8φ8@100
    Gap = 10.0
    Legs = 6

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