Determine the distributed load on joist $BF.$

$($Include the concrete slab, joist weight and live

load.$)$

a$.0\mathrm{.}923$kip$\frac{s}{f}t$

b$.0\mathrm{.}855$kip$\frac{s}{f}t$

c$.0\mathrm{.}992$kip$\frac{s}{f}t$

d$.0\mathrm{.}897$kip$\frac{s}{f}t$

e$.$ None of the above

Determine the load at the top of the

column at point $A.($Include all loads.$)$

a$.24\mathrm{.}36$ kips

b$.23\mathrm{.}62$ kips

Joist Weight $=30lb\frac{s}{f}t$

c$.22\mathrm{.}68$ kips

Girder Weight $=120lb\frac{s}{f}t$

Reinforced Concrete Density $=145lb\frac{s}{f}{t}^3$

d$.21\mathrm{.}48$ kips

Concrete Slab Thickness $=4$ inches

e$.$ None of the above

Live Load $=60lb\frac{s}{f}{t}^2$