I am trying to figure out the deflection in a fully restrained beam. A diagram of the beam can be found here on this website.(adsbygoogle = window.adsbygoogle || []).push({});

http://civilengineer.webinfolist.com/fb/fbcalcu.php

I have been able to find the reactionary forces as well as the moments at each end of the beam for any distributed load at any position on the beam.

I would like to relate this to the deflection of the beam at any point and am completely stuck.

If any of you have the know-how please help out.

Aric

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# Partial distributed load over fully fixed beam

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