$24\mathrm{.}01\mathrm{.}2024$

EARTHQUAKE RESISTANT BUILDING DESIGN FINAL EXAM

$2.$

Drav the shear and moment diagrams of the residential building whose plan and section are given in the figure with the MUTO method using the rigid beam and elastic beam approach.

a$.$ Find the floor displacements under equivalent earthquake loading.

b$.$ Examine the condition that the columns are stronger than the beams on the $B$ axis of the $1$st floor and make the necessary checks.

Bulding Ir$*$ornation:

Soil: Medium Dense Sand, Gravel, C Intended Use: Hospital

$C\frac{25}{S}420$

$E=30250000k\frac{N}{m^2}$

Beams;

${?}_{2.\text{a}\text{n}\text{d}1.Flnor}^{3rd}$

Floor: $250$i$500$; Table width $b=750mm$

$250/600$; Table width $b=750mm$

Floors:

a$.$ Kisl: $=>h=150mm$

$1$:sl ia$.2$nd Fo: r: $,=>$

$h=180mm$

Coumrs:

$\backslash$table$[[$Kat$,A-1$harr$\frac{6}{D}-1$harr$6,B-1$harr$\frac{6}{C}-1$harr$6$