Slab design

a$)b=12$ in$.$ We will only design for a foot width

b$)$ compute $h$

c$)$ Determine is the live load should reduce or not

d$)$ Compute the ultimate moment for each slab

e$)$ With dimension of the cross section, compute the steel reinforcement area

the main bar $($make sure to check the minimum requirement$)$

f$)$ Select the main bar spacing

g$)$ Determine the temperature and shrinkage reinforcement $($size and spacing$)$

h$)$ Analyze the section designed to ensure it can carry the applied load

$($remember to include the beam dead in your revised Wu$).$

i$)$ Draw the cross$-$section of the slab $($show cover and rebars$)$

j$)$ Draw a top view of the slab to show the rebar layout