Hi Josh,
How are you? I have two questions for you.
Can we combine the moving load with other loads ( for example: Live load, Earthquake Load esc.)
The second question, why the moving load just can be calculated by evenlope, however, can not be calculated by Batch?
Thank you.
Hi Joshplum,
Good morning. I don't have a Risa Floor. Just have Risa 3D. When calculating the steel structure, just respectively put the wind area load x and wind area load Z along the surface of the structure, then combine the wind load with other loads to do design check, is that ok?
Thanks