QUESTION $4$

Transfer the load from the floor shown in Figure $1$ on to column B$2$ using tributary area method. Slab and beam sizes are as mentioned on the given framing plan. The floor has a superimposed dead load of $1\mathrm{.}5$ kPa and imposed live load of $3\mathrm{.}5$ kPa $.$ There is a $2$ m high fa$$ade on the periphery of the building. Self$-$weight of the fa$$ade in terms of surface area loading is $0\mathrm{.}5$ kPa $.$

Figure $1($Ouestions $\backslash (4,5\backslash$& $6)\backslash )$