Concrete Slab Maximum Wall Load Formula - Civil Engineering


Formula:

P = 9.93 ( fc^0.5 )( te^2 ) ( ( k / (19000 ( fc^0.5 )( te^3 ) ) ) ^ 0.25

Where,

fc = Concrete compressive strength,
k = Modulus of subgrade reaction,
te = Slab thickness.

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