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FAST-BD04Acad. year: 2013/2014
Loading of structures, influence of mobile load. Influence lines of static quantities of statically dependent bar structures. Kinematic method of solution. Evaluation of the influence lines and determination of the extremes. Criteria.The principles of the slope and deflection method and its variants. The computation model and the number of degrees of freedom. The slope and deflection method for the planar structures. The analysis of a straight bar with changing cross-section. Local quantities, the primary vector and the stiffness matrix. Hinged bar, cantilever. A bar with the constant cross-section. Geometrical transformation, the global stiffness matrix. The analysis of a bar system, the assembling of the equations, the localization process. Calculation of the end forces of a bar and the diagrams of the internal forces. The solution of the reactions and the check of the equilibrium. Another version of the assembling of the system of equations. Analysis of the rectangular frames and continuous girders. Temperature effects, shifts of the supports. A truss girder solved by the slope and deflection method. Utilisation of the symmetry. Elastically connected bar. The combinations of the loading cases, the extremes. The stability of the plane frames. The analysis of the spatial frames by the slope and deflection method. Information on software products.
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branch K , 3 year of study, winter semester, compulsorybranch S , 3 year of study, winter semester, compulsory
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