Table 2 Example coefficients
From: Closed-form solution for a cantilevered sectorial plate subjected to a tip concentrated force
Loading | j | n j | b j | a j |
|---|---|---|---|---|
P | 1 | 0.000 | 0.000 | 9.222 × 10−2 |
2 | 1.000 | 0.201 | −1.555 × 10−1 | |
3 | 7.515 | −0.731 | −2.796 × 10−3 | |
M b | 1 | 0.000 | 0.000 | 5.930 × 10−3 |
2 | 1.000 | 0.201 | −4.920 × 10−3 | |
3 | 7.515 | −0.731 | −8.140 × 10−5 | |
M t | 1 | 1.000 | −0.201 | 1.826 × 10−3 |
2 | 11.171 | −1.753 | −7.722 × 10−5 | |
3 | 13.409 | −1.056 | 1.176 × 10−5 |