Re: Residential Garage (Help!)

• To: seaint(--nospam--at)seaint.org
• Subject: Re: Residential Garage (Help!)
• From: r nester <rnester(--nospam--at)juno.com>
• Date: Fri, 29 Mar 2002 00:57:42 -0800
• Cc: seaint(--nospam--at)seaint.org
```One quick method to verify a realistic tire patch area is very simple:
Just divide the tire pressure into the tire load.   Thus a commercial
truck tire at 80 psi with a load of say 4000lbs (H-10) would load an area
of 50 square inches.   A large passenger vehicle with a tire load of
2000lbs and a pressure of 32 psi (like those deadly Firestones) would
load an area of 63 square inches.  If run at a safer 40 psi, it would

--- Russ Nester, SE, GE

_________________________________________________________________________
____

On Thu, 28 Mar 2002 07:04:59 -0600 "Roger Davis" <rdavis(--nospam--at)sdsarch.com>
writes:
> The 88 UBC says "2 1/2 feet square" and ASCE7-98 says "2.5 ft2".
> Roger C. Davis
> Architect
> SDS Architects, Inc.
>
>
> -----Original Message-----
> From:	Neil Moore [mailto:nmoore(--nospam--at)innercite.com]
> Sent:	Thursday, March 28, 2002 12:06 AM
> To:	seaint(--nospam--at)seaint.org
> Subject:	RE: Residential Garage (Help!)
>
> A 2000 lb concentrated wheel load was specified in Section 2302(a)
> of the
> 1970 UBC.  Apparently the 20 in2 area was added into the  UBC in
> 1994 as it
> has the black mark in the right side of the margin in Section
> 1604.3.
>
> And you can certainly argue that the 20 in2 area requirement is a
> real
> load, especially if you use a car jack to change the tire.  How you
> you.  I
> one
> building department official.
>
>
> Neil Moore, S.E.
> neil moore and associates
>
>
>
> At 08:04 PM 3/27/2002 -0500, you wrote:
> >This is in response to Shamir Ghosn and others who respond to my
> posting.
> >
> >Am I reading 1607.3.3 correctly ? It says parking garages for
> storage of
> private or pleasure-type motor vehicle with no repair or refueling
> shall
> have a floor system designed for a concentrated load of not less
> than 2000
> lbs acting on an area of 20 sq. inches. 20 sq. inches is only 4.5
> in.
> square so that all the 2000 lbs will be concentrated solely to one
> floor
> joist. If it says 20 in. square then I would have distributed it to
> 2.78
> sq.ft area as per Shamir suggested. Please respond.
> >
> >The garage floor, by the way, will be finished with 3" (ave.) light
> weight
> concrete and sloped to drain toward the entrance of the garage.
> >
> >Thanks a lot to those who responded.
> >
> >ASQ, P.E.
>
>
>
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