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    PIER Force

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    The document summarizes the maximum and minimum axial, shear, torsion, and bending forces for various beams in a structure. It provides the beam identifier, location along the beam where the maximum or minimum force occurs, and the force values. For example, the maximum axial compression force of 4110 kN occurs at a distance of 6 meters along beam LC55-ULS-H.

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    Download as PDF, TXT or read online from Scribd

    PIER Force

    Uploaded by

    none
    13 views1 page
    The document summarizes the maximum and minimum axial, shear, torsion, and bending forces for various beams in a structure. It provides the beam identifier, location along the beam where the maximum or minimum force occurs, and the force values. For example, the maximum axial compression force of 4110 kN occurs at a distance of 6 meters along beam LC55-ULS-H.

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    example analysis

    Original Title

    PIER force

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    The document summarizes the maximum and minimum axial, shear, torsion, and bending forces for various beams in a structure. It provides the beam identifier, location along the beam where the maximum or minimum force occurs, and the force values. For example, the maximum axial compression force of 4110 kN occurs at a distance of 6 meters along beam LC55-ULS-H.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    13 views1 page

    PIER Force

    Uploaded by

    none
    The document summarizes the maximum and minimum axial, shear, torsion, and bending forces for various beams in a structure. It provides the beam identifier, location along the beam where the maximum or minimum force occurs, and the force values. For example, the maximum axial compression force of 4110 kN occurs at a distance of 6 meters along beam LC55-ULS-H.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 1

    Job No Sheet No Rev

    1
    Part
    Software licensed to
    Job Title Ref

    By Date05-Jun-17 Chd

    Client File Crossbeam & Pier.std Date/Time 08-Jun-2017 13:47

    Beam Force Detail Summary


    Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from
    beam end A.
    Axial Shear Torsion Bending
    Beam L/C d Fx Fy Fz Mx My Mz
    (m) (kN) (kN) (kN) (kNm) (kNm) (kNm)
    Max Fx 12 30:LC55-ULS-H 6.000 4.11E+3 7.430 -24.784 -5.908 66.283 -14.976
    Min Fx 16 73:LC43-SLS-D 0.000 1.08E+3 0.044 3.617 -0.597 285.371 0.197
    Max Fy 17 20:LC45-ULS-H 0.000 3.07E+3 11.523 0.334 -0.161 39.012 46.393
    Min Fy 10 65:LC54-ULS-H 0.000 2.95E+3 -23.024 7.928 -5.774 176.776 -93.448
    Max Fz 17 25:LC50-ULS-H 0.000 2.42E+3 5.288 56.437 26.072 -110.694 21.352
    Min Fz 10 25:LC50-ULS-H 0.000 2.42E+3 -5.288 -293.109 62.648 174.592 -21.353
    Max Mx 11 25:LC50-ULS-H 0.000 2.36E+3 -0.025 -197.518 65.363 6.032 -0.144
    Min Mx 10 27:LC52-ULS-H 0.000 2.42E+3 -5.288 -82.737 -14.671 -64.619 -21.353
    Max My 14 74:LC62-ULS-D 0.000 1.46E+3 1.927 -4.329 -0.305 373.359 7.769
    Min My 10 25:LC50-ULS-H 6.000 2.56E+3 -5.288 -293.109 62.648 -1.58E+3 10.375
    Max Mz 17 20:LC45-ULS-H 0.000 3.07E+3 11.523 0.334 -0.161 39.012 46.393
    Min Mz 10 29:LC54-ULS-H 0.000 2.94E+3 -22.987 6.338 -9.230 152.879 -93.541

    Print Time/Date: 08/06/2017 13:52 STAAD.Pro V8i (SELECTseries 5) 20.07.10.64 Print Run 1 of 1

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