$1.$ What is the difference between a one$-$way and a two$-$way slab? Is a slab supported on $4$ sides with a ratio of

longer to shorter span $=4$ considered one$-$way or two$-$way, and why?

$2.$ What is the the $1$ft strip method for one$-$way slab design, and why the width of the slab strip is set at $1$ ft$?$

$3.$ What is the difference between tributary width and effective flange width of a T$-$beam? Show that on a $3$D drawing

of a floor system

$4.$ Draw a beam with $3$ spans: cantilever, followed by two$-$end continuous, followed by a cantilever. Sketch a possible

moment diagram for a uniformly distributed gravity load

$5.$ Draw a beam with $3$ spans: two$-$end continuous, followed by two$-$end continuous, followed by a one$-$end

continuous. Sketch a possible moment diagram for a uniformly distributed gravity load