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Re: Moment carrying capacity of L3x3x3/16

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See AISC ASD 9th page5-309 for requirements

HTH,

Rand
----- Original Message ----- 
From: "Nacionales Alex" <acnacionales(--nospam--at)yahoo.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Friday, September 17, 2004 3:56 PM
Subject: Re: Moment carrying capacity of L3x3x3/16


> For ASD method:
> Use the Formula M=FsxS   . M= moment capacity of single angle
>                                           F= Allowable bending strength of
single angle
>                                           S= Section modulus of single
Angle (AISC Table)
>
>
>
> Hope this helps.
>
> Alex C. Nacionales
> Hassan Lashari <hlashari(--nospam--at)fwsgroup.com> wrote:
>
> Hi All
>
> If any one has got tables/mathcad/excell sheets for calculating moment
carrying capacity of single angles.
>
> Thanks in advance
> Hassan Lashari,
> E-mail: hlashari(--nospam--at)fwsgroup.com
>
>
>
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