deflections and slopes of beams

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Slopes and deflection of different types of entities based on the types of loads applied on the beams the deflection varies according to the Approach.

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  • 7/30/13 Deflections and Slopes of Beams

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    Deflections and Slopes of Beams

    Table 1. Deflections and slopes of cantilever beams

    v = deflection in the y direction

    (positive upward)

    dv/dx = slope of the deflection curve

    B = v(L) = deflection at end B of

    the beam (downward)

    B = angle of rotation at end B

    of the beam (clockwise)

    EI = constant

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    Table 2. Deflections and slopes of simple beams

    v = deflection in the y direction

    (positive upward)

    dv/dx = slope of the deflection curve

    C = v(L/2) = deflection at midpoint C of

    the beam (downward)

    x1 = distance from support A to

    point of maximum deflection

    max = vmax = maximum deflection (downward)

    A = angle of rotation at left-hand

    end of the beam (clockwise)

    B = angle of rotation at right-hand

    end of the beam (counterclockwise)

    EI = constant

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