RF-TIMBER Pro - Dlubal Software

4 Results
Member No.
Table column B shows for each designed load case, group or combination the number of
the member that has the maximum design ratio.
Position x
The column shows the respective x-location for which the program has determined the
member's maximum design ratio. For the table output, the program uses the following
RFEM member locations x:
• Start and end node
• Partition points according to possibly defined member division
• Member division according to specification for member results (Options tab of RFEM
dialog box Calculation Parameters)
• Extreme values of internal forces
Design
The output shows for each type of design and each load case, group or combination the
design criteria according to the selected standard.
The colored scales represent the design ratios due to the individual load cases.
Design according to Formula
This column lists the code's equations by which the designs have been performed.
Design Situation
Table column G contains information about the respective design-relevant Design Situation:
ULS (ultimate limit state) or one of the three design situations for serviceability (SC, S1, S2)
according to the specification set in table 1.1 General Data (see Figure 2.3, page 10) or ULS
(fire protection).
Load Duration Class
This table column indicates the load duration classes defined in table 1.4 (see chapter 2.4,
page 20).
Coefficient k mod
The final table column informs you about the modification factors by which the impact of
load duration and service class on the strength properties is taken into account (see chapter
2.4, page 20).
Program RF-TIMBER Pro © 2011 Ing. Software Dlubal
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