Question $1$: $[$CO$\_1,$ PI$\_1\_1,$ SO$\_1]$

For the Plan of a$,$ Eivestorcy $($with basement$),$ Reinforced Concrete $"$RC$"$ Structure $($Solid Slab Building System$)$ shown below and based on what you have learned during the course, answer:

A$.$ Locate the Positions of Columns $($C$)$ "show Columns" Axes on the Plan", and Classify & designate the structural Members $($Slabs $($S$),$ Beams $($B$),$ Columns $($C$)$ and Footings $($F$))?$ You need to show the Rectangularity Ratio $($r$)$ for each Slab and state whether it is One$-$Way or Two$-$Way Solid Slab?

B$.$ Calculate the Total Lead $(q)$ on the Slabs' Strips, and show the shape of their loads distribution?

C$.$ Calculate the Total Load $(w)$ on ALL Beam $B_{?}^{**},$ and show the shape of its load distribution & $W_B?$

D$.$ Calculats the Total Load $(P)$ on ALL Column $"C"$ for Ground$-$Floor located on the Footing $"F"?$ For All Beams: $b=20cm,{}_{mc}=2500k\frac{g}{m^3}-$ For All Celumns in all floors: $b=20cm,H=4\mathrm{.}0m.$ For Walls: ${}_s=1500kg{m}^3.$ Note that There is a Wall en cach Beam.

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For the Plan of reinforced concrete $($RC$)$ building $($Solid$-$Slab System$)$ shown below and Based on what you have learned during the Course, answer the following Questions Using one of the Structural Design Methods $($WSD or USD$)$:

Question $2$: RC Solid $($Beam$)$ Slab $-[$CO$\_2,$ P$12\_4,$ so $2]$

Design All Slabs of the RC building $($Solid$-$Slab System$)$ shown in the Siruchural Plan which is illustrated in Question $l$ for One$-$Way and Two$-$Way Solid Slabs?

In the Calculation Process, the width of the Slab strip $($b$)$ is $1\mathrm{.}0m(100$cm$),$ the thickness of Slab $($t$)$ could be initially taken as $(10$cm$).$ You need to shou the Rectiangularity Ratio $($r$)$ of the Slabs and stats whether each Slab is one$-$way or two$-$way Solid Slab?

Note that you aeed to show the designed sections with dimensions, reiufereements and drawings.

Notes for the calculations:

$$ The initial estimated thicknes of Slab $($th$)$ is lecren $($from WSD Method AND USD Method$).$

The estimuted widh of Spital$-$Celumss $($Du$)$ is $25cm.$

The estimated height of Beams $($h$)$ is $\frac{L}{10}($where $L$ is the houled$-$lenght of Beams$).$

The estimated Wall height $($h$)$ is $3\mathrm{.}5m($for Hooss $1$ to $5)$ and is also $3\mathrm{.}5m($for Ground$-$Floor $"$G$.$F$").$

Modilar Ratio $($a$)$ for Columins is $15.$

The estimated percentage of Reinforement $({}^{\text{'}}=$ is is $1\mathrm{.}2\%($for Tied$-$Columens$)$ and $1\mathrm{.}5\%($for Spiral$-$Columns$)$

Desiza Streses and Desizn Parameters: