• Deflection limits are determined by the user.

  • 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 .