Does anyone know if there is a reference that exists on how to approximate the equivalent uniform distributed loading on beams when there are concentrated loads on them. The uniform distributed load would provide the same or a bit more stress and deflection in the beams. I know there are many variables involved and there is no "one method fits all" ,but, I am looking for a approximate or empirical method to calculate the equivalent uniform load for any concentrated load combination a beam.
Any help would be appreciated.
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Designers in every industry are being pushed to produce larger and more complex product assembles. Add to that the demands that new software features place on your hardware, and you can be in for some serious performance issues. Download Now