When i m going to applied hydrostatic pressure on plate element than it will not applied througly.
As shown in Attached screenshot. Again you can see.
in the above screenshot hydraulic pressure applied than what haapen you can see than how can i work.
This updated version i m facing so may problem like.
1. When i m going to assign single property it will breakdown into multiple property for beam column and plate element.
ex. if i m going to assign 300*500 cross section throughout than it will break 300*500 , 300*500 multiple cross section same for plate element also.
My work is suffer badly and i m very disappointed.
Hi,
Please attach the model.
113.STD
The load R10 does not have loads - I've tried different values with hydrostatic load and it works fine. I'm using the latest STAAD.Pro 22.04.00.40 which is available at https://softwaredownloads.bentley.com/Please attach the model with loads applied and also elaborate which plates exactly they should be applied to.
I m also using the same version.
you have a model than select group alum long wall and short wall than apply hydrostatic pressure on these wall than you can see what happening.
It works fine on my end, see the attached modified model. Try to do a clean installation a1106.STDnd see if it helps:https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/37038/perform-clean-installation-of-staad-pro-connect-edition