Deflection Limits (TS500)

The deflection limits determined by the user are automatically controlled on slabs and beams.

Notation

l_n = 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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Deflection Control Examples

Architecture & Structural Engineering