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Re: Torsion & Bi-Axial bending on Single Angle

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Suresh, Steve, Jerry, Cairo, Paul and Charlie, Thank you for your replies.
Finally I found a LRFD example on page 29 & 30 of "AISC Design Guide 9" which I think will be right to the point.
 
Khashayar "Casey" Hemmatyar, SE
California
Private email: khemmatyar(@)hotmail.com
 
 
_________________________________________
From: Carter, Charlie [mailto:carter(--nospam--at)aisc.org]
Sent: Tuesday, February 03, 2009 4:43 PM
To: Casey Hemmatyar
Subject: RE: >>> Torsion & Bi-Axial bending on Single Angle

 

Hi Casey,

 

Can you show me an example of the member and loading? There is some info in AISC Design Guide 9, but I'm not sure if it will cover your case.


Charlie

 

From: Paul Guthrie [mailto:PGuthrie(--nospam--at)simivalley.org]
Sent: Wednesday, February 04, 2009 7:48 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: "Single Angle" Combined Torsion & Bi-Axial Bending(repost)

 

Try Bowles Structural Steel Design McGraw Hill 1980, section 4-9.  It is metric however

Paul

>>> "Casey K. Hemmatyar" <khemmatyar(--nospam--at)gmail.com> 02/03/2009 3:01 PM >>>

List:

 

I'm reposting this email!

Any comment?

Thanks

 

Casey 

 

_________________________________________________________________

From: Casey K. Hemmatyar [mailto:khemmatyar(--nospam--at)gmail.com]
Sent: Monday, February 02, 2009 5:21 PM
To: seaint(--nospam--at)seaint.org
Subject: Combined Torsion & Bi-Axial Bending on "Single Angle"

 

Hi:

 

Would you know a good reference for the design of "Single Angle" for "Combined Torsion and Bi-Axial Bending".

I appreciate your attention on this.

 

Casey K. Hemmatyar, SE

California

 

Private email: <khemmatyar(@)hotmail.com>

 

 

From: Jerry Coombs [mailto:JCoombs(--nospam--at)carollo.com]
Sent: Wednesday, February 04, 2009 5:07 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: "Single Angle" Combined Torsion & Bi-Axial Bending(repost)

 

I've used Johnston-Lin "Basic Steel Design" for applications like a brick shelf.  Don't know your application, but It may prove helpful. 

>>> "Casey K. Hemmatyar" <khemmatyar(--nospam--at)gmail.com> 2/3/2009 5:01 PM >>>

List:

 

I'm reposting this email!

Any comment?

Thanks

 

Casey 

 

From: cairo briceño [mailto:cobdel(--nospam--at)hotmail.com]
Sent: Tuesday, February 03, 2009 4:27 PM
To: seaint(--nospam--at)seaint.org
Subject: Angles

 


I came across two references:
 
1)
AISC (1993b), Commentary on the Specification for Load and Resistance Factor

Design of Single-Angle Members, American Institute of Steel Construction,

Chicago. A formal code language.
 
2) A more academic refereence: Research report R810 from
http://www.civil.usyd.edu.au/.
 
There are other reference for sure aside of those two.
 
I hope this help.
 
 

 

From: SGE Structural [mailto:sgordin(--nospam--at)sgeconsulting.com]
Sent: Tuesday, February 03, 2009 3:39 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: "Single Angle" Combined Torsion & Bi-Axial Bending (repost)

 

Omer Blodgett's Design of Welded Structures may be a good source.  In fact, it contains a neatly boxed "Design Rule #1: Use closed sections where possible."

 

V. Steve Gordin, SE
Irvine CA

 

From: Acharya, Suresh [mailto:Suresh.Acharya(--nospam--at)ci.concord.ca.us]
Sent: Tuesday, February 03, 2009 3:32 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: "Single Angle" Combined Torsion & Bi-Axial Bending (repost)

 

Seems like a tough situation. See if "Theory of Elasticity" by Timoshenko & Goodier can help you; or books that cover membrane analogy.

 

Suresh Acharya, S.E.

 




--
Regards
Casey (Khashayar) Hemmatyar
Private email <k(--nospam--at)hemmatyar.com>
California