X4vier
Civil/Environmental
- Feb 24, 2018
- 157
I'm seeing important differences between the endplate calculations/simulations for moment connection using IDEA compared to RAM conn.
RAM is given failure for prying action on thin endplates and the same connections are complying with IDEA with some plastic deformation.
Has IDEA a way to simulate the prying actions and reduce accordingly the capacity of the bolts?
Thanks
RAM is given failure for prying action on thin endplates and the same connections are complying with IDEA with some plastic deformation.
Has IDEA a way to simulate the prying actions and reduce accordingly the capacity of the bolts?
Thanks