Leap Bridge Concrete - Wind Load on Live

RE: Leap Bridge Concrete - Wind Load on Live

Odd Bruiser — Thu, 21 Apr 2022 15:20:41 GMT

Great idea man thanks keep it up all the time. am very happy to see your standard. publixoasis

RE: Leap Bridge Concrete - Wind Load on Live

Nate Hicks — Mon, 14 Feb 2022 20:40:37 GMT

For anyone who may run into the same error, try reversing the default WS and WL dependency. Set them as: WS depends on WL, and WL depends on None. This worked for me, and gives you the same result as the default dependency if it worked correctly.

Breaking the dependency would also work, but will generate a huge number of combinations that are not correctly combining loads. Judging from responses to similar questions the Bentley people will tell you to just delete the ones you don't need, which would work but likely isn't feasible. In my case I only had 6 WS and 6 WL cases and I had 16,800 incorrect combinations (STR V and SRV I) with the dependency broken. I would not recommend breaking dependencies in most cases.

RE: Leap Bridge Concrete - Wind Load on Live

Vinay mysore — Wed, 15 Jan 2020 06:37:48 GMT

Please break the dependency as mentioned in the below link.

This should resolve your issue.

https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15689/procedure-to-break-the-dependency-of-2-load-cases