Feb 29, 2024 #1 Robert-32 Structural Joined Feb 19, 1999 Messages 68 Location PS Dear Colleagues, Looking at the design of a strip in MAT there is one way shear reinforcement required. Is this normal?
Dear Colleagues, Looking at the design of a strip in MAT there is one way shear reinforcement required. Is this normal?
Feb 29, 2024 #2 sticksandtriangles Structural Joined Apr 7, 2015 Messages 500 Location US It is now if you are using ACI 318-19 . What code are you using. Upvote 0 Downvote
Feb 29, 2024 Thread starter #3 Robert-32 Structural Joined Feb 19, 1999 Messages 68 Location PS ACI 318-19 Upvote 0 Downvote
Feb 29, 2024 #4 sticksandtriangles Structural Joined Apr 7, 2015 Messages 500 Location US Well there's your problem. The new code really limited one way shear capacity when traditionally do not have shear reinforcing. Lots of posts on it recently, one below: https://www.eng-tips.com/viewthread.cfm?qid=499654 Upvote 0 Downvote
Well there's your problem. The new code really limited one way shear capacity when traditionally do not have shear reinforcing. Lots of posts on it recently, one below: https://www.eng-tips.com/viewthread.cfm?qid=499654
Feb 29, 2024 Thread starter #5 Robert-32 Structural Joined Feb 19, 1999 Messages 68 Location PS Thank you very much Sticksandtiangles. Upvote 0 Downvote
Mar 2, 2024 Thread starter #6 Robert-32 Structural Joined Feb 19, 1999 Messages 68 Location PS I just figured out that it is ACI 318-14 code that is used in CSI Safe. Any explanation? Upvote 0 Downvote