Problem #$1$:

Given: Concrete Masonry Shear walls $($S$,$ W$.)$ per Figures A& B$.$

$V=15$ kips

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

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

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

$f_m^{\text{'}}=2000$ psi ; $Ho$ foundation rotation,

Find:

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

B$.$ Actual Concrete Masonry shear wall deflection, $$ and $V($unit she ar$)$ due to seismic lateral load $V$ for wall shown on Figure $B.$

C$.$ Determine S$.$W$.$ Aspect Ratio and discuss.

$\frac{2}{2}$

$1,2$

$($a$.)$ Cantilever Wall$/$pier

$($b$.)$ Fixed$-$Fixed Pier

Figure $A$

Figure $B$