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    Structural analysis / 01

    Beam Lab

    Live calculation
    01

    Load model

    Beam & loading

    L = 8.00 m
    Left reaction10.00 kNPin @ 0.00 m
    Right reaction10.00 kNRoller @ 8.00 m
    Peak shear10.00 kNAbsolute maximum
    Peak moment40.00 kN·mAbsolute maximum
    02

    Force response

    Shear force diagram

    V / kN
    03

    Flexural response

    Bending moment diagram

    M / kN·m

    For preliminary analysis only. Downward loads are positive inputs; sagging moment is plotted positive.