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Re: Beam design

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Santhosh-
I would strongly advise you to enroll immediately in a basic structural analysis course. This question is too basic for you to be doing any design work.  
Regards,
Bill Cain, S.E.
Berkeley CA
 
 
-----Original Message-----
From: Santhosh Kumar Yedidi <sant527(--nospam--at)gmail.com>
To: seaint(--nospam--at)seaint.org
Sent: Tue, 10 Jan 2006 11:08:18 +0530
Subject: Re: Beam design

Exactly this is the answer I am waiting for, but then when you do a
frame analysis all the members have axial force value. So then
everything has to be designed as a column only. Thats why I was asking
this question.

On 1/9/06, David Topete <davetopete(--nospam--at)yahoo.com> wrote:
> Turn the beam 90 degrees and it becomes a column with bending.
>
> Santhosh Kumar Yedidi <sant527(--nospam--at)gmail.com> wrote:
> How to do beam design with axial forces acting.
>
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