SLAB DESIGN - Memphis
13.6.1.5 The live load should not exceed 3 time the dead load in each direction. All loads shall be due gravity only and uniformly distributed over an entire panel. 13.6.1.6 If there are beams, there must be beams in both directions, and the relative stiffness of the beam in the two directions must be related as follows: 2 12 2 21 0.2 5.0 l l ...
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