Deflection Limits (TS500)

• Deflection limits are determined by the user.

• 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 .

Next Topic

Deflection Control Examples

Related Topics

• Deflection Control

• Instantaneous Deflections (TS500)

• Time-Dependent Deflections (TS500)

• Instantaneous and Time Dependent Deflection Example 1

• Instantaneous and Time Dependent Deflection Example 2