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Deflection limits are determined by the user.
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The deflection limits determined by the user are automatically controlled on slabs and beams.
Notation
ln = Span length of beam or one-way slab
Allowable maximum deflections for flexural members are given in TS500 Table 13.3.
Deflection limits can be adjusted in the Cracking / Deflection tab of the Beam Settings window .
The deflection limits conditions can be adjusted in the Deflection tab of the Tiling Settings window .
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