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Re: Bridge loading[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Bridge loading
- From: dmayo(--nospam--at)ursgreiner.com
- Date: Tue, 21 Jul 1998 11:42:47 -0400
Take the standard HS20 truck loads and increase by 25%. Compute impact values as usual, but using the already increased axle loads.
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