RF-TIMBER Pro - Dlubal Software

8 Example
In table 1.5 Effective Lengths we specify the buckling lengths of the column. The example
provides the Euler buckling modes 1 and 3 with the coefficients for effective length β ef,y =
2.0 and β ef,z = 0.7.
Figure 8.7 Table 1.5 Effective Lengths - Members
We start the calculation by clicking the [Calculation] button.
After the calculation table 2.1 Design by Load Case appears showing the governing design
results.
Figure 8.8: Table 2.1 Design by Load Case
Program RF-TIMBER Pro © 2011 Ing. Software Dlubal
65