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Question 13.P.4: A uniform, simply-supported beam of span L carries a uniform......

A uniform, simply-supported beam of span L carries a uniformly distributed lateral load of w per unit length. It is propped on a knife-edge support at a distance a from one end. Estimate the vertical force on the prop.

13.4
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If the beam is unpropped, then, from equation (13.15), the downwards vertical deflection at the position of the prop is

EIv  =  \frac{wz}{24}[L^3  –  2Lz^2  +  z^3]    (13.15) \\\\ (v)_{z = a}  =  \frac{wa}{24EI}(L^3  –  2La^2  +  a^3)

UR is the reaction on the prop, then under the action of R alone the upwards vertical deflection at the prop is, from equation (13.35),

v_D  =  \frac{Wa^2(L  –  a)^2}{3EIL}    (13.35) \\\\ (v)_{z  =  a}  =  \frac{Ra^2(L  –  a)^2}{3EIL}

If there is no resultant deflection at the prop, we have

\frac{Ra^2(L  –  a)^2}{3EIL}  =  \frac{wa}{24EI}(L^3  –  2La^2  +  a^3)

Thus, the reaction on the prop is

R  =  \frac{wL}{8}\left[\frac{ 1  –  2\left(\frac{a}{L}\right)^2  +  \left(\frac{a}{L}\right)^3}{\frac{a}{L}\left(1  –  \frac{a}{L}\right)^2} \right]

The propping force is least when the prop is at mid-span ; in this case, a/L = 0.5 and R = 5 wL/8.

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