nails per deck/joist intersection is usually good for about 50psf. Does
the current code still allow this for LFRS (it comes up occasionally in
decks)?
Chuck Utzman, P.E.
Alexander Bausk wrote:
> Matthew,
>
> http://www.awc.org/pdf/WCD4.pdf
>
>
> On Sat, Jun 6, 2009 at 4:47 PM, Stuart,
> Matthew<mStuart@cmxengineering.com> wrote:
>
>> Does anyone have a copy of this American Wood Council document that you
>> could share with me?
>>
>>
>>
>> WCD 4 - Plank-And-Beam Framing for Residential Buildings
>>
>>
>>
>> D. Matthew Stuart, P.E., S.E., F.ASCE, SECB
>>
>> Senior Project Manager
>>
>> Structural Department
>>
>> Associate
>>
>> Engineers and Consultants - CMX
>>
>> 200 Route 9
>>
>> Manalapan, NJ 07726
>>
>> 732-577-9000 (Ext. 308)
>>
>> 908-309-8657 (Cell)
>>
>> 732-298-9441 (Fax)
>>
>> mstuart@CMXEngineering.com
>>
>>
>>
>
>
>
>
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