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Consider the design of a one-way slab shown with a width of

10 ft. spanning a clear distance of 20 ft. The

slab supports a live load of

54 psf plus a dead load of 36 psf in addition to its self-weight. The slab

must also support one factored movable point load P = 4500 lbs, which

could be applied anywhere on the slab. Design the slab using #5 bars for

all reinforcement.

Please help with every section, Thank You



Top Answer

DEPTH OF SLAB 6 INCH MOMENT =11.745 KFT AREA OF MAIN STEEL =0.47565... View the full answer

New Doc 2020-02-12 05.50.23_1.jpg

Dead = 36 ps(
Live loud = SAPSF 4 P = 450 0
span 10 feel -
fc= Aksi fy = Goks;
d = H - 0- 75
H = Hmin = 420
H = loxIZ = finch.
effective depos = 6 - 0.75 = 5. 25inch
effectivedepth =...

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