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RE: Beam design

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Bill Cain: that is an unfair comment.  Rizmirza provided a valid response relating to concrete design for flexure and axial loads - I didn't learn that method in school, but learned it "on the job".  And a "basic structural analysis course" will not tell you how to design steel or concrete for such combined loads if it only covers "analysis".
 
Santhosh: you need to be clearer about what you are asking.  Are you looking for detailed methods for a given material vs general analysis of combined loads?  Are you talking about steel design or concrete design or another material?  Your original question is hard to answer without understanding more detail of what you want to determine.
 

William C. Sherman, PE
(Bill Sherman)
CDM, Denver, CO
Phone: 303-298-1311
Fax: 303-293-8236
email: shermanwc(--nospam--at)cdm.com

 


From: bcainse(--nospam--at)aol.com [mailto:bcainse(--nospam--at)aol.com]
Sent: Tuesday, January 10, 2006 12:20 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Beam design

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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