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Re: reinforcement splices

[Subject Prev][Subject Next][Thread Prev][Thread Next] Refer to ACI 530/ASCE 5/TMS 402 publication "Building Code Rquirements for Masonry Structures", 8.5.3 Embedment of Flexural Reinforcement

John Holliday wrote:

I would appreciate all comments concerning the following question:
Just how important is it to keep reinforcement splices outside of tension
zones.
Thanks in advance.

J. Holliday

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