News: HyperSizer.com has a Community Board and Customer Support System. Submit a ticket at http://hypersizer.com/ticket
« previous next »
Pages: [1]   Go Down

Author Topic: HOW TO DEAL WTIH about two direction pressure (Beam)  (Read 22657 times)

orchidworld

  • *
  • Posts: 42
    •  
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
 :)
Logged

James

  • Administrator
  • *****
  • Posts: 286
    •  
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
Logged
Pages: [1]   Go Up
« previous next »