FINAL PROJECT : DYNAMICS & EARTHQUAKE

DETERMINE THE VERTICAL REACTIONS OF COLUMNS RESULTED FROM THE HORIZONTAL ACTION OF EARTHQUAKE IN BOTH DIRECTIONS.

Short period acceleration $Ss=0,37$

Long period acceleration $Sl=0,10$

Site class category ;

Site class category : B

Risk category of building $=$ IV

Response modification factor $R$ according to ACI $371=3,0$

Snow load of res

Snow load of roof $S=2k\frac{N}{m^2}$

Thickness of slabs $=30cm$

Thickness of walls of water tank $=40cm$

Thickness of Ground slab of water tank $=60cm$

Column section $=\frac{80}{80}cm$

Drop beam section $=\frac{80}{40}cm$

Gama concrete $=25k\frac{N}{m^3}$

Gama Water $=10k\frac{N}{m^3}$

Table of input parameters

$\backslash$table$[[$No$.,h[m],a[m],$b $m$