Moving Load - STAAD PRO - Structural Analysis and Design - Forum - Structural Analysis and Design - Be Communities by Bentley

Moving Load - STAAD PRO

Structural Analysis and Design

Structural Analysis and Design
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Structural Analysis and Design - Forum

Moving Load - STAAD PRO

  • I need help in STAAD PRO. I am trying to get a moving load to go from one node to another.

    For example, if I have nodes N1, N2 and N3,  and member M1 runs from N1 to N2, while member M2 runs from  N2 to N3. How do I get a moving load to move from member M1 through M2, going from the first node to the last node?

    Note: The beam orientation is not on any of the global axis, and therefore I dont think I can use the incrememnt option in the load generation menu, since it only increases it in the global axis.

  • See the answer posted at

    communities.bentley.com/.../75045.aspx