How to apply Element Load?

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cctvcctv
Posts: 48
Joined: Mon Apr 04, 2005 9:45 pm
Location: UC Irvine-Utah State University

How to apply Element Load?

Post by cctvcctv » Sun May 08, 2005 6:24 pm

for Uniform load along a beam, what command is for it?

eleload? but no interpretation of it in the help file.

Thanks!

silvia
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Post by silvia » Sun May 08, 2005 10:23 pm

if the element is elastic, you can use equivalent nodal loads.
I am working on getting documentation for the eleLoad command from the author.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104

berktaftali
Posts: 68
Joined: Fri Jul 02, 2004 6:10 am
Location: Computers and Structures, Inc.

Post by berktaftali » Mon May 09, 2005 3:21 am

Code: Select all

eleLoad -ele eleTag1? eleTag2? -type -beamUniform Wz? <Wx> 
Works on all beam-column elements...
Berk Taftali
Georgia Institute of Technology
Ph.D. Candidate, Structural Engineering, Mechanics, and Materials
School of Civil and Environmental Engineering
Atlanta, GA 30332 USA
Email: gte994y@mail.gatech.edu

silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia » Mon May 09, 2005 6:56 am

thankx berk, but i have just realized that there is plenty of documentation on eleLoad in the manual.
go to:
ModelBuilding Objects
pattern command
plain pattern
eleLoad command

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Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104

cctvcctv
Posts: 48
Joined: Mon Apr 04, 2005 9:45 pm
Location: UC Irvine-Utah State University

I get very different answers by using equivalent load and

Post by cctvcctv » Tue May 10, 2005 1:06 am

and eleload?

why?

silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia » Tue May 10, 2005 6:26 am

I don't understand the question.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104

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