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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