HyperSizer Support Forum

Software Use => Miscellaneous Software Topics => Topic started by: orchidworld on August 04, 2014, 04:53:08 AM

Title: HOW TO DEAL WTIH about two direction pressure (Beam)
Post by: orchidworld 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
 :)

Title: Re: HOW TO DEAL WTIH about two direction pressure (Beam)
Post by: James 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