ABOUT METHOD FOR CONTINUOUS BEAM ACCOUNT
Abstract
The paper considers in detail a calculation of a multispan continuous beam using two methods: work method and method of three-moment equations. As a result of comparison and detailed analysis of these methods it has been exhibited that the calculation using three-moment equations is non effective and awkward method. It is known that the method for calculation of continuous beam using three-moment equations is only artificial transformation of work method. Thus while calculating any statically indeterminate systems including continuous beams it is more expedient to apply a common calculative method, that is a work method.
About the Authors
A. Ch. YakubovskyBelarus
Ch. A. Yakubovsky
Belarus
References
1. Феодосьев В. И. Сопротивление материалов. - М.; Наука, 1986.-512 с.
2. Дарков А. В., Шпиро Г. С. Сопротивление материалов. - М.: Высш. шк., 1989. - 624 с.
3. Горшков Н. Г., Трошин В. Н., Шалашилин В. И. Сопротивление материалов: Учеб. пособие. - М.: Физмат- лит, 2002. - 544 с.
4. Старовойтов Э. И. Сопротивление материалов. - Гомель: БелГУТ, 2004. - 376 с.
5. Якубовский А. Ч., Якубовский Ч. А. Общий метод расчета статически неопределимых систем // Машиностроение. ~ 2005. - Вьш. 21.
Review
For citations:
Yakubovsky A.Ch., Yakubovsky Ch.A. ABOUT METHOD FOR CONTINUOUS BEAM ACCOUNT. Science & Technique. 2006;(2):43-48. (In Russ.)