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RE: Conc Engr Reference - Fintel 1974 pg 117

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Reposted the reference:

structuralpedialist.blogspot.com

-j

Quoting "Joseph R. Grill" <vveng(--nospam--at)cableone.net>:

> Jeremy,
>
> It appears as though you need figure 5-12 from a previous page.
>
>
>
> Joseph R. Grill, PE
>
> Verde Valley Engineering, PLLC
>
> 2220 Sky Drive
>
> Clarkdale, AZ 86324
>
> Ph. 928-600-5459
>
> Fax 928-649-3659
>
> email: VVEng(--nospam--at)cableone.net
>
>
>
> From: Jeremy White [mailto:admin(--nospam--at)structuralae.com]
> Sent: Tuesday, December 07, 2010 11:32 AM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: Conc Engr Reference - Fintel 1974 pg 117
>
>
>
> You can find the item referenced below at this location (just posted it):
>
>
> structuralpedialist.blogspot.com
>
>
> - J
>
> Quoting Joe Stroud <jpstroud(--nospam--at)tjcross.com>:
>
>> Joe,
>>
>> Fig. 5-13 on Page 117 of "Handbook of Concrete Engineering", edited by
> Mark
>> Fintel (1974 Copy), provides a nice table for determining soil bearing
>> pressure under a square footing with bending about the diagonal axis.
>>
>> Hope that helps,
>>
>> Joe Stroud, P.E.
>> Chief Civil Engineer
>> Structural Design Group
>> T. J. Cross Engineers, Inc.
>>
>> e-mail jpstroud(--nospam--at)tjcross.com
>>
>>
>> ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
>>
>>                        seaint Digest for 6 Dec 2010
>>
>> Topics covered in this issue include:
>>
>>
>>    4: soil press at square pad diagonal
>>
>>
>>
>> --------------------------------------------------------------------------
>> 4                                Message:0004                            4
>> --------------------------------------------------------------------------
>> From: "Joseph R. Grill" <vveng(--nospam--at)cableone.net>
>> To: <seaint(--nospam--at)seaint.org>
>> Subject: soil press at square pad diagonal
>>
>> This is a multi-part message in MIME format.
>>
>> ------=_NextPart_000_0010_01CB955B.99BAA660
>> Content-Type: text/plain;
>>         charset="us-ascii"
>> Content-Transfer-Encoding: 7bit
>>
>> I have a situation where a square footing can be loaded at 45 degrees to
> the
>> axis.  I was just sitting down to work out the equation to calculate the
>> footing pressure when the resultant is just outside of the kern.  At first
>> glance it looked like the algebra was going to take a bit of time.  I
> don't
>> have a reference that provides this.  I certainly can do it, just thought
> I
>> would ask if there is a reference someone can give or possibly a copy of
>> pages from a reference or if they just have the equations handy.  It would
>> save me some time this week.  Of course the way work is nowadays, I can't
>> really say I don't have the time.
>>
>>
>>
>> Thanks,
>>
>> Joe
>>
>>
>>
>> Joseph R. Grill, PE
>>
>> Verde Valley Engineering, PLLC
>>
>> email: VVEng(--nospam--at)cableone.net
>>
>>
>>
>>
>>
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>
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