jcap
Structural
- Oct 4, 2015
- 2
I am designing a 4-Bolt Column/Beam End-Plate Moment Connection with RISACon v4.0.2
My column flange isn't thick enough compared to bolt moment strength capacity, so there will be bolt prying.
Therefore, I'm adding transverse stiffeners to increase column flange resistance.
However, I'm getting an ERROR result under Prying Force computation.
This result comes out whenever either or both of the end plate and column flange have lower capacity compared to the bolt.
Is this a known error? I looked into RISACon Release Notes and found something in version 5.0 stating,
"Changed / Clarified the wording in the bolt prying check to eliminate confusion."
Appreciate your inputs.
Thanks,
jcap
My column flange isn't thick enough compared to bolt moment strength capacity, so there will be bolt prying.
Therefore, I'm adding transverse stiffeners to increase column flange resistance.
However, I'm getting an ERROR result under Prying Force computation.
This result comes out whenever either or both of the end plate and column flange have lower capacity compared to the bolt.
Is this a known error? I looked into RISACon Release Notes and found something in version 5.0 stating,
"Changed / Clarified the wording in the bolt prying check to eliminate confusion."
Appreciate your inputs.
Thanks,
jcap