Re: SLAB ON GRADE: Truck Wheel Load[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: SLAB ON GRADE: Truck Wheel Load
- From: Stanley E Scholl <sscholl2(--nospam--at)juno.com>
- Date: Thu, 26 May 2005 09:31:00 -0700
- Cc: seaint(--nospam--at)seaint.org
Don't have my copy of AASHTO here in "Clinton Country."
Can someone give me the standard for a truck wheel load (incl. contact area or wheel pressure or whatever) as defined in AASHTO?
Does anyone use anything different from this for design for truck wheel loading on a slab on grade?
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