Q$1(50$ pts$)$: The design parameters shown below are given for a $10$ story hospital building. Calculate the horizontal earthquake forces and eccentricity moments to be applied on each story for $x$ and $y$ direction earthquakes $(E{x}_x$ and $E_y).$

The building has A$1$ Type of Torsional Irregularity Problem as described below

For all stories ${}_{bi}=1\mathrm{.}5$

Location: Avc$$lar$,$ Istanbul $S_S=1\mathrm{.}277,S_1=0\mathrm{.}344$

Local Site Class: ZC

$T_x=1\mathrm{.}55sec($the building vibrates in $x$ direction$)$

$T_y=1\mathrm{.}25sec($the building vibrates in $Y$ direction$)$

Story height is $3$ meters $($total height is $30m)$

$b$:$32m$

$w$:$28m$

Uniformly Distributed Dead Load: $8k\frac{N}{m^2}$

Uniformly Distributed Live Load: $4k\frac{N}{m^2}$

I $($Building Importance Factor$)=1\mathrm{.}5($Hospital Building$)$

It is given that earthquake loads are resisted by moment resisting frames and shear walls with high ductility, the corresponding $R$ and $D$ values are as follows:

$R($System Response Coefficient$)$: $7$

D $($Excess Strength Coefficient$)$: $2\mathrm{.}5$

Note: Use ton as the unit of mass and $kN($kiloNewton$)$ for weight. $1$ ton$=9\mathrm{.}81$ kN