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If the correct collapse load is found, the two methods will give the same result for the collapse load.<ref>{{cite book|title=Design of Concrete Structures|author1=Nilson, Arthur H. |author2=Darwin, David |author3=Dolan, Charles W. |publisher=McGraw-Hill Professional|date=2004|isbn=0-07-248305-9|pages=486}}</ref>
Plasticity theory depends upon a correct understanding of when yield will occur. A number of different models for stress distribution and approximations to the [[yield surface]] of plastic materials exist:<ref name=Heyman>{{cite book|title=The Science of Structural Engineering|author=Heyman, Jacques|url=
*[[Mohr's circle]]
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== References ==
<References/>
* Castigliano, Carlo Alberto (translator: Andrews, Ewart S.) (1966). [
* Dym, Clive L. (1997). ''Structural Modeling and Analysis''. Cambridge University Press. ISBN 0-521-49536-9.
* Dugas, René (1988). ''A History of Mechanics''. Courier Dover Publications. ISBN 0-486-65632-2.
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* Mörsch, E. (Stuttgart, 1908). ''Der Eisenbetonbau, seine Theorie und Anwendung, (Reinforced Concrete Construction, its Theory and Application)''. Konrad Wittwer, 3rd edition.
* Nedwell, P.J.; Swamy, R.N.(ed) (1994). ''Ferrocement:Proceedings of the Fifth International Symposium''. Taylor & Francis. ISBN 0-419-19700-1.
* Newton, Isaac; Leseur, Thomas; Jacquier, François (1822). [
* Nilson, Arthur H.; Darwin, David; Dolan, Charles W. (2004). ''Design of Concrete Structures''. McGraw-Hill Professional. ISBN 0-07-248305-9.
* Rozhanskaya, Mariam; Levinova, I. S. (1996). "Statics" in Morelon, Régis & Rashed, Roshdi (1996). ''Encyclopedia of the History of Arabic Science'', '''vol. 2-3''', Routledge. ISBN 0-415-02063-8
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