Hello, Does the "all zeros" in "Unbalanced Forces" only apply when there is a connection between two steel profiles? I'm designing a steel-to-concrete connection and I never get those zeros. Additionally, in your "Connection Wednesdays - Design of Anchorages between Steel and Concrete" webinar, there is an example where we see the same load values in the "Unbalanced Forces" section, which matches what I am also experiencing. Thanks.
thank you so much for sharing
Thanks for watching!
If the future webinars are on weekends, it will help in reaching more people. Also gotowebinar server was down during that time to login.
Hello, thank you for the hint, we will discuss it.
👍👍👍
Hello,
Does the "all zeros" in "Unbalanced Forces" only apply when there is a connection between two steel profiles?
I'm designing a steel-to-concrete connection and I never get those zeros. Additionally, in your "Connection Wednesdays - Design of Anchorages between Steel and Concrete" webinar, there is an example where we see the same load values in the "Unbalanced Forces" section, which matches what I am also experiencing.
Thanks.
Hello, if you have a footing joint, the unbalanced forces have to be the support forces. Then it is OK.