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.
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.