Calculate different load combinations for the following loads:

Dead load $=10\frac{k}{ft}$

Live load $=3\frac{k}{ft}$

Wind load $=5\frac{k}{ft}$

Snow load $=0\mathrm{.}4\frac{k}{ft}$

Earthquake load $=5\frac{k}{ft}$

Find the maximum load that must be used to design a structure.

$($Note: Design strength$=$Maximum factored load, ACI $318-194\mathrm{.}6\mathrm{.}1$ and $4\mathrm{.}6\mathrm{.}2).$