For the loading condition shown in the diagram below find the deflection at midspan using Macaulay's method. $E=208G\frac{N}{m}2$ and $I=8210-6m4$

Determine the slope and deflection under the $50$ kN load for the beam loading system $E=200G\frac{N}{m}2$ and $I=8310-6m4$

Determine the deflection at a point $1$ m from the left$-$hand end of the beam loaded as shown in the Figure below using Macaulay's method. $EI=0\mathrm{.}65MN$m$2$