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Author Topic: HOW TO DEAL WTIH about two direction pressure (Beam)  (Read 11497 times)

orchidworld

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HOW TO DEAL WTIH about two direction pressure (Beam)
« on: August 04, 2014, 04:53:08 AM »
this case is few.  but if the distribution load are from x and y direction at the same time.  how to do it?

OW
 :)
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James

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Re: HOW TO DEAL WTIH about two direction pressure (Beam)
« Reply #1 on: August 06, 2014, 07:46:57 AM »
HyperSizer only allows a distributed beam load in the local Z direction.

To account for a distributed load in the Y direction, I suggest calculating equivalent M2 moments and apply them at the ends of the beam.

-James
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