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.
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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