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Interaction between 2 beams with different bending and shearing rigidities
Formulas and equations are obtained from differential equation of deflection line which includes influence of shearing forces; calculations of continuous floor wind bracing of great arch bridge are compared with those of usual approximate calculation; bracing is composed of steel truss combined with concrete plate; neglect of influence of shearing stresses on deflection line is shown to give, in some special cases, very incorrect results. English summary.
Interaction between 2 beams with different bending and shearing rigidities
Formulas and equations are obtained from differential equation of deflection line which includes influence of shearing forces; calculations of continuous floor wind bracing of great arch bridge are compared with those of usual approximate calculation; bracing is composed of steel truss combined with concrete plate; neglect of influence of shearing stresses on deflection line is shown to give, in some special cases, very incorrect results. English summary.
Interaction between 2 beams with different bending and shearing rigidities
Der Einfluss der Schubverformung biegesteifer Traeger
Faltus, F. (author) / Schindler, A. (author)
1963
36 pages
Article (Journal)
Czech
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