Flgure below shows the structural layout for a multi$-$storey building.

$\backslash$table$[[$Slabs$,$Thickness of one woy slabs $($min$),150],[$Thickness of wo$-$way slabs,$200],[$Primary beams,Width of pirmary beams $($mm$),300],[$Depthol pilmarybeams $($nm$),500],[$Secondary beams,Width of secondary beams $($mon$),300],[$Depth of secondary beams $($mm$),300],[$Brick walls,$\backslash$table$[[$Thickness of brick wall on primary$],[$beams $($mm$)]],150],[\backslash$table$[[$Height of brick walls on pilmary$],[$beams $($mim$)]],4000]]$

$\backslash$table$[[$Table $2.$ Loading values,$],[$floor finish and ceiling services $(kPa),],[$Moveable partition wall load $(kPa),],[$Unit welght of concrete $(k\frac{N}{m^3}),],[$Unit welght of brick $(k\frac{N}{m^3}),1\mathrm{.}4],[$Live load on all the slabs $(kPa),25]]$

Required: Determine the value of Ultimate Limit State $($ULS$)$ moment $($in $kN-m)$ In the long direction for slab $57$ for one meter width along the edge A$3-$A$4.$

Nota Write your answer up to two decimal places.