The factored uniformly distributed loads $($wu$)$ and concentrated loads $($Pu$)$ for Girder $6-9$ on Line B for

the following. The girder supports both an interior portion $($via joists$)$ and an exterior balcony $($no joists$)$;

see the diagram on the next page. Once all loads are determined, draw the applied loads on a sketch of the

beam. $[3$ points$]$

a$.$ Interior loading:

i$.$ The live load is patient rooms

ii$.5-$in$.$ thick concrete slab $($unit weight $=150$ pcf$)$

iii. Concrete joist self$-$weight $(8-$in$.$ x $15-$in$.$ joist; unit weight $=150$ pcf$)$

iv$.$ Second floor flooring: Hardwood flooring

v$.$ First floor ceiling: Suspended steel channel system plus a mechanical duct allowance

b$.$ Exterior loading:

i$.$ The exterior live load is an exterior balcony

ii$.5-$in$.$ thick concrete slab $($unit weight $=150$ pcf$)$

iii. Exterior flooring: Linoleum or asphalt tile

c$.$ Girder self$-$weight $=450$ lbs$/$ft$.$

Hint: The interior portion is supported by joists identical to what you computed previously in Problem $2.$ The

exterior balcony supported by this girder has no joists