i$.$e$.,$The loads should be on the top and right$-$hand side of the frame

as shown below $($e$.$g$.$ if your number ends with $4$ load is $44\mathrm{.}61=18\mathrm{.}44k\frac{N}{m}$ as shown below$).$ This loading is for the Force

method. For slope deflection consider only the top load.

'ddle $\frac{1}{2}$ of $L,$ i$.$e$.,$ leave $\frac{L}{4}$ from both the edges

$9\mathrm{.}22k\frac{N}{m}$ for top $\frac{1}{2}$

height $H$

L $=235$cm

Calculations are required for force method and

slope deflection method with shear force and

bending moment diagrams and the deflected

profile of the frame.

Please show diagrams as well.