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4.6 Governing Internal Forces by Member<br />
This table displays for each member the governing internal forces that result in the maximum<br />
design ratio.<br />
Figure 4.6: Table 3.1 Governing Internal Forces by Member<br />
Location x<br />
The column shows the respective x-location where the member's maximum ratio occurs.<br />
Load Case<br />
This column indicates the numbers of the load case, load group or load combination whose<br />
internal forces result in the maximum design ratio on the member.<br />
Forces / Moments<br />
For each member, the governing normal and shear forces as well as the torsional and bending<br />
moments are displayed.<br />
Design according to Formula<br />
The final column informs you about the design types and equations by which the designs<br />
have been performed according to the selected standard.<br />
<strong>Pro</strong>gram <strong>TIMBER</strong> <strong>Pro</strong> © 2011 Ing. <strong>Software</strong> <strong>Dlubal</strong><br />
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