SLS Checks Taking into Account Resulting Deformation
Tips & Tricks
In the add‑on modules RF‑/TIMBER Pro, RF‑/TIMBER AWC, and RF‑/TIMBER CSA, you can now take into account the resulting deformation of a member or set of members. In addition to the local directions y and z, you also have the option “R.” This allows you to compare the total deflection of a girder to the limit values given in the standards.
Do you have any questions or need advice?
Contact us or find various suggested solutions and useful tips on our FAQ page.
Timber design according to Eurocode 5, SIA 265 and/or DIN 1052
Design of timber members according to the American standard ANSI/AWC NDS
Design of timber members according to the Canadian standard CSA 086-14