Question $2$

Consider the layout shown below. Show on the plan views where shear walls

must be added such that the structure becomes fully laterally supported $($i$.$e$.$ a

non$-$sway structure$).$ Shear walls are to be roughly $\frac{1}{3}$ the length of each bay. The

floor slabs will only be designed as flat slabs for the dead and live loads only, so if

any loading is added to the flat slabs you must show what you would do to carry

these loads. Use as few shear walls as possible for architectural and cost reasons