Q$1(10$ Points$)$: For the following Over$-$Hanging Reinforced Concrete Beam, Considering the

given distributed service load WD $=45($including the beam's own weight$)$ and WL$=40$ f; Find the following:

Use $=0\mathrm{.}4{}_{\text{b}\text{a}\text{l}\text{a}\text{n}\text{c}\text{e}\text{d}\text{,}}$ Concrete Compressive Strength $F{c}^{\text{'}}=24$MPa, and steel yield stress $Fy=420$

MPa.

$$ Find the Ultimate Factored negative bending moment $($use load cases$).$

$$ Find the beam's width $($b$)$ considering the given value $(h=32cm$ for all students$).$

Note: Round $b$ up to nearest $5cm$

$$ Considering $\frac{O}{16}$ for bars and $\frac{O}{10}$ for steel stirrups, Find the number of steel bars.

$$ Check the minimum spacing requirements between longitudinal steel bars.

$$ Check the steel strain value $.$