Design the parking garage shown below using the data assign to

you check stresses at critical sections for both initial and

service conditions as well as the flexural shear strengths using

factored loads. Service live load deflection is limited to $\frac{L}{360}$

$f_{pu}(k_{si})=270$

$f_{}(k_i)=198$

slab$(in)=1\mathrm{.}25$

$f^{\text{'}}(c)=6$

$f^{\text{'}}(k_i)=4\mathrm{.}5$

$f_{pe}(k_i)=168$

beam $(b)ih=17$

beam $(h)in=39$

slab$(h)in=6\mathrm{.}5$

$L*L(p_{sf})=93$

$D*L$ supu $(s_{sf})=14$

it deals with prestressed concrete