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Re: Welded Steel Beam-column moment connection

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Dear Aniruddha Moitra:
You should go to : www. lincolneletectric.com where you will find :
Reference Paper: "A Computer Model to Predict Behavior of Beam-to-Column
Connections" and an interesting program to solve your preocupation.
Greetings from Peru.
Luis F. Zapata


© 1997 The Lincoln Electric Company,  All Rights Reserved
interesting article by Mr.
----- Original Message -----
From: Aniruddha Moitra <moitra(--nospam--at)iitk.ac.in>
To: <seaint(--nospam--at)seaint.org>
Sent: Sábado, 13 de Noviembre de 1999 01:09 a.m.
Subject: Welded Steel Beam-column moment connection


> Can you suggest any sort of force model to design welded moment
> connection with cover plates and vertical rib plates for SMRFS.How to
> arrive
> at realistic dimensions of these plates and weld lengths?
> thanks in advance.
>
>
****************************************************************************
>
>       Aniruddha Moitra
>                       M.TECH ( Structures )
>       I.I.T KANPUR
>               ROOM NO - E114 : HALL-V
>       KANPUR-208016
>       e-mail -moitra(--nospam--at)iitk.ac.in
>
>
>
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