Eng-Tips is the largest forum for Engineering Professionals on the Internet.
Members share and learn making Eng-Tips Forums the best source of engineering information on the Internet!
-
Congratulations JStephen on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Recent content by jcap
-
Prying Force Calculation Error in Column/Beam End-Plate Moment Connection
JoshPlum, Thank you for that info. Yes, under Bolt Prying Check, either PASS/FAIL for end plate and column flange thk is still shown. I understand this was just to check for thin/thick plate behavior. So, this was the one being mentioned in the release note. I was trying to achieve a...- jcap
- Post #3
- Forum: RISA Technologies: RISA-3D
-
Prying Force Calculation Error in Column/Beam End-Plate Moment Connection
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...- jcap
- Thread
- Replies: 3
- Forum: RISA Technologies: RISA-3D
