HOMEWORK #$13$ PROBLEM ASSIGNMENT $-$ DUE DATE

$\frac{4}{23}\frac{?}{2024}$ at $6$:$00$ PM$.$

PROBLEM #$1$:

Given:

Concrete Masonry Shearwalls $($S$.$W$.)$ per Figures A & B $V=15.O^K$

$H={10}^{\text{'}}-0^{\text{'}\text{'}}($wall height$)$;

$L={15}^{\text{'}}-0^{\text{'}\text{'}}($wall length$)$;

$t={10}^{\text{'}\text{'}}($wall thickness$)$;

$f_m^{\text{'}}=2,{000}^{\text{P}\text{S}\text{I}}$; No foundation rotation

FIGUREA

FIGURE B

Find:

A$.$ Actual Concrete Masonry Shearwall deflection, $$&$v($unit shear$)$ due to seismic lateral load $V$ for wall shown on Figure $A.$

B$.$ Actual Concrete Masonry Shearwall deflection, $$&$vv($unit shear$)$ due to seismic lateral load $V$ for wall shown on Figure $B.$

C$.$ Detromine S$.$W$.$ Aspect Ratio & discuss.