RF-TIMBER Pro - Dlubal Software

7 General Functions
7.2 Cross-section Optimization
As mentioned in chapter 2.3, RF-TIMBER Pro offers you the possibility to optimize crosssections.
Select the relevant cross-section by ticking its check box in column C or D in table
1.3 Cross-sections (see Figure 2.10, page 17).
You can also start the cross-section optimization out of the results tables by using the context
menu.
During the optimization process, RF-TIMBER Pro determines the cross-section within the
same cross-section table that fulfills the analysis requirements in the most optimal way, that
means comes as close as possible to the maximum possible ratio specified in the Details dialog
box (see Figure 3.5, page 33). The required cross-section properties will be determined
with the RFEM internal forces. If another cross-section proves to be more favorable, it will
be used for the design. In this case, two cross-sections will be displayed on the right of table
1.3 as shown in Figure 7.6, the original cross-section from RFEM and the optimized one.
A dialog box with detailed specifications appears when you tick the check box for optimization.
Figure 7.5: Dialog box Solid Sections - Rectangle : Optimize
By ticking the check boxes in the Optimize column, you decide which parameter(s) you
want to modify. The ticked check box enables the Minimal and Maximal columns where you
specify the upper and lower limits of the parameter. The Increment column determines the
interval in which the size of this parameter varies during the optimization process.
If you want to Keep Current Side Proportions, tick the corresponding check box. In addition,
you have to select both parameters for the optimization.
Please note for the optimization process that the internal forces won't be recalculated automatically
with the changed cross-sections. It is up to you to decide which cross-sections
should be transferred to RFEM for a recalculation. As a result of optimized cross-sections,
internal forces may vary considerably because of the changed stiffnesses in the structural
system. Therefore, it is recommended to recalculate the internal forces after the first optimization
and then to optimize the cross-sections again.
You do not need to transfer the modified cross-sections to RFREM manually: Set table 1.3
Cross-sections, and then
select Export All Cross-sections to RFEM on the Edit menu.
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Program RF-TIMBER Pro © 2011 Ing. Software Dlubal