Course Details
Structural Analysis 2 (EVB)
Academic Year 2023/24
BDA014 course is part of 1 study plan
BPC-EVB Summer Semester 1st year
The course deals with static and deformation analysis of simple statically indeterminate beam structures by force and slope deflection method. Topics: Principle of virtual work. Clauses about virtual works reciprocity. Maxwell-Mohr integral. Solution of displacement and rotation of frame systems using unit dummy force method, including the influence of temperature changes. Veresčagin’s rule.
Statically indeterminate structures. Degree of static indeterminacy. Solution methods. Force method. Cantilever beam. Continuous beam solved by three-moment equation method. Planar frame by force method, selection of statically indeterminate variables, canonical equations. Influence of support settlement, effects of uniform and non-uniform temperature changes. Statically indeterminate truss girder solved by force method.
Principle of slope deflection methods. Computational model and degree of kinematic indeterminacy. Slope deflection method for planar structures. Local variables, primary vector and stiffness matrix. Beam connected by hinges, cantilever. Beam with constant cross-section. Geometric transformation, global matrix of beam. Analysis of beam systems, compilation of equations, localization. Determination of reactions and internal forces at beam. Determination of reactions of the structure and validation. Solution of rectangular frames and continuous beams. Temperature influence, support settlement. Truss girder solved by slope deflection method.
Statically indeterminate structures. Degree of static indeterminacy. Solution methods. Force method. Cantilever beam. Continuous beam solved by three-moment equation method. Planar frame by force method, selection of statically indeterminate variables, canonical equations. Influence of support settlement, effects of uniform and non-uniform temperature changes. Statically indeterminate truss girder solved by force method.
Principle of slope deflection methods. Computational model and degree of kinematic indeterminacy. Slope deflection method for planar structures. Local variables, primary vector and stiffness matrix. Beam connected by hinges, cantilever. Beam with constant cross-section. Geometric transformation, global matrix of beam. Analysis of beam systems, compilation of equations, localization. Determination of reactions and internal forces at beam. Determination of reactions of the structure and validation. Solution of rectangular frames and continuous beams. Temperature influence, support settlement. Truss girder solved by slope deflection method.
Course Guarantor
Institute
Syllabus
1. Meaning of statics, fundamental assumptions of solution. Virtual work of internal and external forces. Lagrange’s principle of virtual works. Theorem about virtual works reciprocity. Maxwell-Mohr theorem, simplification of calculation.
2. Determination of displacement and rotation of straight and cranked beams using unit dummy force method. Veresčagin’s rule. Influence of temperature changes on deformation of beam. Calculation of deflection of truss girders.
3. Methods of solution of statically indeterminate frame structures. Assessment of static indeterminacy. Interpretation of force method.
4. Elementary statically indeterminate straight beam, effect of uniaxial loading.
5. Continuous beam, general form of three-moment equation for force and deflection load. Diagrams of internal forces.
6. Planar frame solved by force method. Selection of statically indeterminate variables, canonical equations. Effect of uniform and non-uniform temperature changes. Influence support settlement.
7. Principle of slope deflection method. Computational mode and degree of kinematic indeterminacy.
8. General slope deflection method for planar frame structures. Equilibrium conditions, parameters of deflection, bounded nodes. Scalar and matrix form.
9. Analysis of straight beam with constant cross-section: primary and secondary state.
10. Local variables, primary vector and the stiffness matrix. Beam connected by hinges, cantilever.
11. Geometric transformation, global matrix of a beam. Analysis of the frame system, compilation of the system of equations, code number and localization.
12. Completion of solution of beams – calculation of internal forces and deflections of beams. Determination of reactions and validation. Errors during the solution of frames by using slope deflection method. Another variant for assembly of equations.
13. Speciality of solution of rectangular frames and continuous girders. Temperature influences, support settlement. Truss girder solved by slope deflection method.
2. Determination of displacement and rotation of straight and cranked beams using unit dummy force method. Veresčagin’s rule. Influence of temperature changes on deformation of beam. Calculation of deflection of truss girders.
3. Methods of solution of statically indeterminate frame structures. Assessment of static indeterminacy. Interpretation of force method.
4. Elementary statically indeterminate straight beam, effect of uniaxial loading.
5. Continuous beam, general form of three-moment equation for force and deflection load. Diagrams of internal forces.
6. Planar frame solved by force method. Selection of statically indeterminate variables, canonical equations. Effect of uniform and non-uniform temperature changes. Influence support settlement.
7. Principle of slope deflection method. Computational mode and degree of kinematic indeterminacy.
8. General slope deflection method for planar frame structures. Equilibrium conditions, parameters of deflection, bounded nodes. Scalar and matrix form.
9. Analysis of straight beam with constant cross-section: primary and secondary state.
10. Local variables, primary vector and the stiffness matrix. Beam connected by hinges, cantilever.
11. Geometric transformation, global matrix of a beam. Analysis of the frame system, compilation of the system of equations, code number and localization.
12. Completion of solution of beams – calculation of internal forces and deflections of beams. Determination of reactions and validation. Errors during the solution of frames by using slope deflection method. Another variant for assembly of equations.
13. Speciality of solution of rectangular frames and continuous girders. Temperature influences, support settlement. Truss girder solved by slope deflection method.
Prerequisites
Linear algebra, fundaments of matrix calculus, solutions of systems of linear algebraic equations, vector calculus, analytic geometry, derivative of a function, the indefinite and definite integral, applications of the integral.
Language of instruction
Czech
Credits
5 credits
Semester
summer
Forms and criteria of assessment
course-unit credit and examination
Specification of controlled instruction, the form of instruction, and the form of compensation of the absences
Extent and forms are specified by guarantor’s regulation updated for every academic year.
Offered to foreign students
Not to offer
Course on BUT site
Lecture
13 weeks, 2 hours/week, elective
Syllabus
1. Meaning of statics, fundamental assumptions of solution. Virtual work of internal and external forces. Lagrange’s principle of virtual works. Theorem about virtual works reciprocity. Maxwell-Mohr theorem, simplification of calculation.
2. Determination of displacement and rotation of straight and cranked beams using unit dummy force method. Veresčagin’s rule. Influence of temperature changes on deformation of beam. Calculation of deflection of truss girders.
3. Methods of solution of statically indeterminate frame structures. Assessment of static indeterminacy. Interpretation of force method.
4. Elementary statically indeterminate straight beam, effect of uniaxial loading.
5. Continuous beam, general form of three-moment equation for force and deflection load. Diagrams of internal forces.
6. Planar frame solved by force method. Selection of statically indeterminate variables, canonical equations. Effect of uniform and non-uniform temperature changes. Influence support settlement.
7. Principle of slope deflection method. Computational mode and degree of kinematic indeterminacy.
8. General slope deflection method for planar frame structures. Equilibrium conditions, parameters of deflection, bounded nodes. Scalar and matrix form.
9. Analysis of straight beam with constant cross-section: primary and secondary state.
10. Local variables, primary vector and the stiffness matrix. Beam connected by hinges, cantilever.
11. Geometric transformation, global matrix of a beam. Analysis of the frame system, compilation of the system of equations, code number and localization.
12. Completion of solution of beams – calculation of internal forces and deflections of beams. Determination of reactions and validation. Errors during the solution of frames by using slope deflection method. Another variant for assembly of equations.
13. Speciality of solution of rectangular frames and continuous girders. Temperature influences, support settlement. Truss girder solved by slope deflection method.
Exercise
13 weeks, 2 hours/week, compulsory
Syllabus
1. Repetition of calculations of internal forces of planar cranked statically determinate frame structures.
2. Calculation of displacements and rotations of elementary beam structures loaded by elementary loads using unit dummy force method.
3. Calculation of displacements and rotations of more complex beam structures using unit dummy force method, effect of temperature loading. Deflection of trusses.
4. Degree of static indeterminacy. Creation of basic statically determinate system. Solution of elementary statically indeterminate beam with forced loading. Effect of axial loading.
5. Continuous beam with force and deflection loading.
6. Statically indeterminate frame with force loading.
7. Statically indeterminate frame with deflection loading.
8. Computational models of frame structures for slope deflection method, analysis of kinematic indeterminacy.
9. Solution of continuous beam with forces and deflection loading.
10. Completion of solution of continuous beam – system of equations, reactions, diagrams of internal forces.
11. Solution of complex statically indeterminate frame using slope deflection method.
12. Completion of solution of complex statically indeterminate frame – system of equations, reactions, diagrams of internal forces. Solution of statically indeterminate truss.
13. Completion of solution of truss. Credits.