When we consider slab form design, we consider beam equations based on the following:

a$)$ three or more spans

b$)$ two spans

c$)$ single span

d$)$ none of these

Estimate the total design load $($in psf$)$ assuming normal weight concrete, given a concrete slab $10"$ thick. use an

estimated formwork load of $10psf,$ and consider LL$.$

a$)160psf$

b$)185psf$

c$)135psf$

d$)190$ psf

PLEASE DO STEP BY STEP WITH GRAPHIC