SOLVE PROBLEM $1$ AND PROBLEM $2$ Problem #$1(20\%$ of maxmmum grade$)$

The shown$/$floor slab consists of one$-$way solid slabs supported on beams which are supported on columns Building consists of ferm stories as shown.

Determine minumum thickness of slab to satisfy deflection requirements

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

Calculate uniform design load on beam B$1$

Calculate ulumate design load on column Cl using Tributary Area Method $($include column own weight$)$

DATA:

All columns $3030cm$

All beams $3060cm$

Problem # $2(40\%$ of maximum grade$)$

In the floor plan of Problem #$1$:

A$)$ Design the $1\mathrm{.}5$ m cantilver Slab. Use: Slab thickness $t=15cm,ws{S}_u=15k\frac{N}{m^2},(f{c}^{\text{'}}=28$MPa and $fy=420$MPa $).$

B$)$ Design B$1$ for Maximum positive moment use $(($:$f{c}^{\text{'}}=28$MPa,$fy=420$MPa$\}$ and Wub$=25k\frac{N}{m}$