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- To: <seaint(--nospam--at)seaint.org>, <jason(--nospam--at)wcaeng.com>
- Subject: Concrete design
- From: "Eric Tompos" <etompos(--nospam--at)NTAinc.com>
- Date: Tue, 16 Dec 2008 09:15:48 -0500
The exception you are looking for is ACI 12.2.5. This section permits you to reduce the ld in proportion to the excess reinforcement you provide.
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