For the Plan of a$,$ Five$-$Storey $($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 Load $($q$)$ on the Slabs' Strips, and show the shape of their loads distribution?

C$.$ Calculate the Total Load $($w$)$ on Beam $\text{'}$B$\text{'},$ and show the shape of its load distribution and WB$?$

D$.$ Calculate the Total Load $(P)$ on Column $"$C$"$ for the Ground$-$Floor located on its Footing $"$F$"?$

USE: $q=DL+LL,$ and consider that: For Slabs: $t{s}_{?}=10cm,C.F=150k\frac{g}{m^2}$ and $LL=300\frac{kg}{m^2}-$ For All ${?}_{(})$ Beams: $b=20cm,{}_{RC}=2500k\frac{g}{m^3}-$ For All Columns in all floors: $b=20cm,H=4\mathrm{.}0m-$ For Walls: $P{b}_b=1500k\frac{g}{m^3}.$ Note that There is a Wall on each Beam.

Question $5$: $[$CO$\_1,$ Pl$\_1\_1,$ SO$\_1]$

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

A$.$ Locate the Pesitions of Columns $($C$)$ "show Columns" Axes on the Plan", and Classify & designate the structural Members $($Slabs $($S$),$ Beams $($B$),$ Celumns $($C$)$ and Footings $($F$))?$ You need to show the Rectangularity Ratio $($r$)$ for each Slab and state whether it is One$-$Hay 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 Beam $"$B$",$ and show the shape of its load distribution and Wis?

D$.$ Calculate the Total Lead $(P)$ on Column $"$C$"$ for the Ground$-$Floor located on its Footing $"F"?$

USE: $q=DL+LL,$ and consider that: Fer Slabs: $t=10cm.$ C$.$F $=150k\frac{g}{m^2}$ and $LL=300k\frac{g}{m^2}-$

Eer All Beams: $b=20cm,p_w=2500kg{m}^3-$ Eer All Columns in all fleors; $b=20cm,H=4\mathrm{.}0m$ Fer Walls: ${}_3=1500kgm.$ Note that There is a Wall on cach Beam.