UH-60A (Initial Failure Analysis)#
Run the example#
prevabs -i uh60a.xml -fi -e -v
Problem description#
\(F_1\) [lb] |
\(F_2\) [lb] |
\(F_3\) [lb] |
\(M_1\) [lb.in] |
\(M_2\) [lb.in] |
\(M_3\) [lb.in] |
|---|---|---|---|---|---|
46777 |
250.762 |
414.939 |
-306.1 |
-16131.9 |
2727.67 |
Result#
With this load case, the structure fails. The minimum strength ratio is 0.814. The element that has this value is 18252.
Figure 57 Contour plot of strength ratio.#
Figure 58 Contour plot of strength ratio (zoom in).#