uestion No$.2$:

are $3$ shows the structural layout of a ten story structure. It is required to:

b$-$ Calculate the load carried by the two

$c-$ Calculate the load carried by the column on on axes $($A$)$ and on axis $(2).$

$2$:$48$ PM $$

CIVL $365-$ Reinforced Concrete Design $/$

Given Data:

${}_c=25k\frac{N}{m^3}$&${}_w=10k\frac{N}{m^3}$

Floor height $=4\mathrm{.}5m$

Live Load $=2\mathrm{.}4k\frac{N}{m^2},$ Floor cover $=1\mathrm{.}7k\frac{N}{m^2}$

Slab thickness $=0\mathrm{.}12m,$ Wall thickness $=0\mathrm{.}25m$

Beam cross$-$section $(bh)=0\mathrm{.}30m0\mathrm{.}70m$

Rectangular column dimensions $=0\mathrm{.}350\mathrm{.}80m$

Circular column diameter $=0\mathrm{.}60m$

$\frac{10\mathrm{.}5}{3\mathrm{.}8}>2$ one way

$\frac{10\mathrm{.}5}{3}>2$ one way

Ouestion No$.3$: $(40\%)(9\%)$