SLS Checks Taking into Account Resulting Deformation
In the RF-/TIMBER Pro, RF-/TIMBER AWC, and RF-/TIMBER CSA add-on modules, you can consider the resulting deformation of a member or set of members. In addition to the local directions y and z, you have the option "R." This allows you to compare the total deflection of a girder to the limit values given in the standards.
Author
Mr. Rehm is responsible for developing products for timber structures, and he provides technical support for customers.
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