Return to index: [Subject] [Thread] [Date] [Author]

Re: Angle in Bending

[Subject Prev][Subject Next][Thread Prev][Thread Next]
How can I obtain a copy of this article?  Can it be ordered from AISC?

Mike

Panos Trochalakis wrote:

> In addition to the code sections others referenced, there is an artice
> entitled "Safe Load for Laterally Unsupported Angles" in the AISC
> engineering journal dated first quarter 1984. This article shows an example
> and contains load and deflection tables for a large number of angles in
> bending. The tables are based on simple spans with the horizontal leg in
> compression.
>
> Panos
>
> -----Original Message-----
> From: sharonb(--nospam--at)slarchitects.com [mailto:sharonb(--nospam--at)slarchitects.com]
> Sent: Wednesday, August 09, 2000 5:25 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Angle in Bending
>
> Will someone please direct me to the AISC allowable stress design section
> that covers single angles in bending.
>
> ******* ****** ******* ******** ******* ******* ******* ***
> *   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> *   This email was sent to you via Structural Engineers
> *   Association of Southern California (SEAOSC) server. To
> *   subscribe (no fee) to the list, send email to
> *   admin(--nospam--at)seaint.org and in the body of the message type
> *   "join seaint" (no quotes). To Unsubscribe, send email
> *   to admin(--nospam--at)seaint.org and in the body of the message
> *   type "leave seaint" (no quotes). For questions, send
> *   email to seaint-ad(--nospam--at)seaint.org. Remember, any email you
> *   send to the list is public domain and may be re-posted
> *   without your permission. Make sure you visit our web
> *   site at: http://www.seaint.org
> ******* ****** ****** ****** ******* ****** ****** ********
>
> ******* ****** ******* ******** ******* ******* ******* ***
> *   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
> *   This email was sent to you via Structural Engineers
> *   Association of Southern California (SEAOSC) server. To
> *   subscribe (no fee) to the list, send email to
> *   admin(--nospam--at)seaint.org and in the body of the message type
> *   "join seaint" (no quotes). To Unsubscribe, send email
> *   to admin(--nospam--at)seaint.org and in the body of the message
> *   type "leave seaint" (no quotes). For questions, send
> *   email to seaint-ad(--nospam--at)seaint.org. Remember, any email you
> *   send to the list is public domain and may be re-posted
> *   without your permission. Make sure you visit our web
> *   site at: http://www.seaint.org
> ******* ****** ****** ****** ******* ****** ****** ********


******* ****** ******* ******** ******* ******* ******* *** 
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) to the list, send email to 
*   admin(--nospam--at)seaint.org and in the body of the message type 
*   "join seaint" (no quotes). To Unsubscribe, send email 
*   to admin(--nospam--at)seaint.org and in the body of the message 
*   type "leave seaint" (no quotes). For questions, send 
*   email to seaint-ad(--nospam--at)seaint.org. Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: http://www.seaint.org 
******* ****** ****** ****** ******* ****** ****** ********