Aug 23, 2001 #1 ngedm Structural Jul 25, 2001 11 anyone knows if there's a clause in the ACI 318 that does not allow for splices in reinforcement in slender columns? thanks a lot
anyone knows if there's a clause in the ACI 318 that does not allow for splices in reinforcement in slender columns? thanks a lot
Aug 23, 2001 #2 ishvaaag Structural Aug 17, 2001 3,665 It is some years I read ACI 318-95 but there being provisions enforcing meidheight splices for strong earthquake applications it seems strange to me that such clause exists...other thing is that splices have specifical conditions to be met. Upvote 0 Downvote
It is some years I read ACI 318-95 but there being provisions enforcing meidheight splices for strong earthquake applications it seems strange to me that such clause exists...other thing is that splices have specifical conditions to be met.
Aug 23, 2001 #3 Taro Structural Nov 29, 2000 713 I'm not aware of such a limit, but check your minimum clear bar spacings per sections 7.6.1 and 7.6.4. Upvote 0 Downvote
I'm not aware of such a limit, but check your minimum clear bar spacings per sections 7.6.1 and 7.6.4.
Aug 26, 2001 #4 Guest never heard of such a clause, but again i would leave it for our especialists in concrete. Upvote 0 Downvote
