TBA215 Structural Analysis
Credits (ECTS):10
Course responsible:Ebenezer Ussher
Campus / Online:Taught campus Ås
Teaching language:Engelsk
Course frequency:Annually
Nominal workload:For a course of 10 credits, it must normally be expected approx. 250 hours of work in total.
Teaching and exam period:This course starts in autumn semester. This course has teaching / evaluation in autumn semester.
About this course
- Statically determinate structures: Beams, plane trusses and frames. Axial force, shear force and bending moment distribution in structures.
- Deflection - Deflection Diagrams and the Elastic Curve - Elastic Beam Theory - The Double Integration Method. Moment-Area Theorems - Conjugate Beam Method
- Deflection - Deflection Using Energy Methods - External Work and Strain Energy. Deflections using Energy Methods - Castiglino's Theorem - Principle of Virtual Work.
- Deflection - Method of Virtual Work: Beams and Frames. Virtual Strain Energy caused by Axial Load, Shear, Torsion, and Temperature
- Static indeterminate systems. Principle of virtual work. Strain energy. Virtual displacements and virtual forces. Unit load method[RT1] .
1. Advantages of indeterminate structures; Conditions: - Equilibrium, Compatibility and Force-Displacement; Analysis Procedure. Applications to Beams
2. Displacement Method of Analysis:
Application to Beam and Frames Analysis: Analysis Procedure; Examples
3. Beam Analysis using The Stiffness Method
4. Plane Frame Analysis using The Stiffness Method -
5. Structural Modelling and Computer Aided Design SAP2000.
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Learning outcome
The candidate will get knowledge in:
- Background and use of the equations of equilibrium
- The behavior of typical components as bars, beams and cables.
- Definition of stress, strain, elasticity and lateral contraction
- Basic assumptions in linear beam theory
- The difference between statically determinate and indeterminate structures
- Definition of shear stress, shear strain and shear modulus
- Source and distribution of shear stresses in beams
- Energy principals: Virtual work and stationary potential energy
- Principle of virtual displacements and principle of virtual forces
- Background and use of unit-load method
- Determination of the elastic deflections of a beam using the method of double integration and two important geometrical methods, namely, the moment-area theorems and the conjugate-beam method.
- Understanding the application of energy methods to solve problems involving slope and deflection
- Application of the force or flexibility method to analyze statically indeterminate trusses, beams, and frames
- Understanding the basic ideas for analyzing structures using the displacement method of analysis
- Understanding the application of the slope-deflection and moment distribution methods to analyze beams and frames composed of non-prismatic members.
- Using the basic fundamentals of the stiffness method for analyzing structures.
- Knowledge of using computer programs in structural engineering.
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