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Unrestrained corners of two-way slabs tend to
lift when loaded. If this lifting tendency is restrained by edge
walls or beams, bending moments result in the slab. This
section requires reinforcement to resist these moments and
control cracking. Reinforcement provided for flexure in the
primary directions may be
used to satisfy this requirement.refer
Unrestrained corners of two-way slabs tend to
lift when loaded. If this lifting tendency is restrained by edge
walls or beams, bending moments result in the slab. This
section requires reinforcement to resist these moments and
control cracking. Reinforcement provided for flexure in the
primary directions may be
used to satisfy this requirement.refer
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