Maximum Floor Load Capacity Formula - Civil Engineering

Formula:


w = 257.876s ( kh / E ) ^ 0.5

Where
,
w = Maximum Allowable Stationary Live Load,
k = Modulus of subgrade reaction,
h = Thickness of slab,
s = Allowable extreme fiber stress in tension,
E = Modulus of elasticity.

Related Calculator:

english Calculators and Converters