Problem $-=1(20\%$ of maximum grade$)$

The shownd floor slab consists of one$-$way solid slabs supported on beams which are supported on columns. Building consists of four staries as shomn.

Determine minimum thickness of slab to satisfy deflection requirements.

Calculate slab ultimate load, $LL=3k\frac{N}{m^2}$

Calculate uniform design load on beam B$1$

Calculare ulimate design load on column Cl using Inbutary Area Method $($include column own weight$)$

DATA:

All columns $3030cm$

All beams $3060cm$