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Hello,
I wish that someone could provide me with an exercise of calculating a deflection. I would prefer it to be a cantilever which has a non-consistent flexural rigidity. I am not completely certain if I can calculate it correctly using double integration method so I would like to test it out. Therefore I also need you to give me the correct answers for some points. Intermediate results would also be greatly appreciated.
[SIZE=2][FONT=arial]Welcome to EE!
See:
[URL="http://www.engineersedge.com/video/Cantilever-Beam-Deflection-Calculation-Part-1_v1357"][COLOR=#333333]Cantilever Beam Deflection Calculation Part 1[/COLOR][/URL]
[URL="http://www.engineersedge.com/video/Cantilever-Beam-Deflection-Calculation-Part-2_v1358"][COLOR=#333333]Cantilever Beam Deflection Calculation Part 2[/COLOR][/URL][/FONT][/SIZE]
I know how to calculate the deflection when the flexural rigidity EI is constant. It's extremely simple. This is why I asked for a non-constant EI for the exercise. Well I seem to have written non-consistent but I meant non-constant.
Ok,
Did you try searching Engineers Edge?
[URL="http://www.engineersedge.com/search/search.php?zoom_sort=0&zoom_query=Beam+deflection+double+integration+method&zoom_per_page=10&zoom_and=0"]Search Beam Deflection Double Integration Method[/URL]
I've looked all over the internet but haven't found any help.
I don't know if this will help you but take a look at 4.5.4 Example 4.13 in the following link
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