Abstract

In this work, the necessary formulation to analyse space frameworks with straiglit or circular curved members of variable cross section is presented. Equivalent concentrated forces are also determided. Matrix methods liave been used.

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Published on 01/01/89
Accepted on 01/01/89
Submitted on 01/01/89

Volume 5, Issue 1, 1989
Licence: CC BY-NC-SA license

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