Hey can anyone guide me in the generation of the floor load how to assign it.Is it necessary to have a plate element for the generation of the floor load . How does the staad works on this command?
This topic has been discussed a few times on this forum. Here are some links.
communities.bentley.com/.../136929.aspx
communities.bentley.com/.../36541.aspx
communities.bentley.com/.../129542.aspx
Here is one more
communities.bentley.com/.../132775.aspx