Hi
I'm trying to analyse a beam under semi-ellipse load.
In the analyses I try to form shear load, bending moment, slope and deflection functions with integration
of load function.
If I use symbolic solution method the resulting functions become too complex.
Could someone help me by making an example of determination of the shear load function?
I hope that with one example, I would be able to solve the rest...
Thanks in advance.
Solved! Go to Solution.
Same file, but speed improved by developing a polynomial fit to slope data to improve calculation speed.
Calculation in Prime 4.0 attached.
Integration for deflection will take a LONNNG time!
Same file, but speed improved by developing a polynomial fit to slope data to improve calculation speed.
Hi Fred
Thanks a lot for the practical and comprehensive solution!