QUESTION $4$

Deflection of Beams by Double Integration Method

$(15\%)$

Figure Q$4$ below shows a simply supported beam with a span of $5\mathrm{.}0$ meters and carries a superimposed uniformly distributed load of $4\mathrm{.}0k\frac{N}{m}.$

In Question $4,$ it is required to evaluate the values of the support reactions at points A and $B$; the differential equation, slope equation and the deflection equation of the elastic curve of the beam; the numerical values of constant of integration $C_1$ and $C_2$ and the numerical value of deflection of the beam $2\mathrm{.}0$ meters from the left support.