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    Reaction Summary: Node L/C FX FY FZ MX MY MZ

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    Thakshayani Sellavel
    The document contains a reaction summary from a structural analysis. It lists the maximum and minimum values of forces and moments at various nodes of the structure. Forces include horizontal, vertical and lateral forces. Moments include forces about the x, y and z axes. The largest forces are vertical forces of 18.26 kN and horizontal forces of 10.03 kN.

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    Reaction Summary: Node L/C FX FY FZ MX MY MZ

    Uploaded by

    Thakshayani Sellavel
    21 views1 page
    The document contains a reaction summary from a structural analysis. It lists the maximum and minimum values of forces and moments at various nodes of the structure. Forces include horizontal, vertical and lateral forces. Moments include forces about the x, y and z axes. The largest forces are vertical forces of 18.26 kN and horizontal forces of 10.03 kN.

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    Original Title

    Glass Canopy-frame-base

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    The document contains a reaction summary from a structural analysis. It lists the maximum and minimum values of forces and moments at various nodes of the structure. Forces include horizontal, vertical and lateral forces. Moments include forces about the x, y and z axes. The largest forces are vertical forces of 18.26 kN and horizontal forces of 10.03 kN.

    Copyright:

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

    Reaction Summary: Node L/C FX FY FZ MX MY MZ

    Uploaded by

    Thakshayani Sellavel
    The document contains a reaction summary from a structural analysis. It lists the maximum and minimum values of forces and moments at various nodes of the structure. Forces include horizontal, vertical and lateral forces. Moments include forces about the x, y and z axes. The largest forces are vertical forces of 18.26 kN and horizontal forces of 10.03 kN.

    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 Date23-Jan-13 Chd

    Client File Glass Canopy-frame.std Date/Time 23-Jan-2013 14:05

    Reaction Summary
    Horizontal Vertical Horizontal Moment
    Node L/C FX FY FZ MX MY MZ
    (kN) (kN) (kN) (kNm) (kNm) (kNm)
    Max FX 25 9:104 0.467 10.032 1.518 0.000 -0.960 0.000
    Min FX 26 8:103 -0.139 -2.079 -0.611 0.000 -0.485 0.000
    Max FY 26 9:104 -0.039 18.261 2.506 0.000 1.675 0.000
    Min FY 26 8:103 -0.139 -2.079 -0.611 0.000 -0.485 0.000
    Max FZ 26 9:104 -0.039 18.261 2.506 0.000 1.675 0.000
    Min FZ 26 8:103 -0.139 -2.079 -0.611 0.000 -0.485 0.000
    Max MX 25 6:101 0.443 9.597 1.391 0.000 -0.874 0.000
    Min MX 25 6:101 0.443 9.597 1.391 0.000 -0.874 0.000
    Max MY 26 9:104 -0.039 18.261 2.506 0.000 1.675 0.000
    Min MY 25 9:104 0.467 10.032 1.518 0.000 -0.960 0.000
    Max MZ 25 6:101 0.443 9.597 1.391 0.000 -0.874 0.000
    Min MZ 25 6:101 0.443 9.597 1.391 0.000 -0.874 0.000

    Print Time/Date: 25/01/2013 14:51 STAAD.Pro V8i (SELECTseries 2) 20.07.07.32 Print Run 1 of 1

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