UH-60A (Initial Failure Analysis)#

Run the example#

prevabs -i uh60a.xml -fi -e -v

Problem description#

Table 43 Load case#

\(F_1\) [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.

../../../_images/ex-uh60a_fi_fail_2.png

Figure 61 Contour plot of strength ratio.#

../../../_images/ex-uh60a_fi_fail_2_zoomin.png

Figure 62 Contour plot of strength ratio (zoom in).#