HOMEWORK $1$: COMPOSITE FRAMING DESIGN

Design Provision: AISC $360-10$

Column Spacing: $30$ feet typical.

Beam Span: $45$ feet

Design Loads:

Dead Load;

$,$ Slab $=3"$ Metal Deck $+41/2"$ Normal Weight Concrete Slab longrightarrow

Superimposed Dead Load $=15$ PSF $($duck$,$ ceiling, finish, etc$)$

Live Load

$=70PSF$

Construction Live Load $=20$ PSF

Material: $,$ Steel ASTM A$992,$ Grade $50($fy$=50$ksi

Shear Stud $=\frac{3}{4}"$ diameter $51/2"$ Long

Serviceability: $($:$+{4\mathrm{.}5}^{\text{'}\text{'}}=6^{\text{'}\text{'}}\}=75$