Semester: |
3 |
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Course Code: |
CE2010 |
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Course Name: |
Structural Analysis I |
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Credit Value: |
2 (Notional hours:100) |
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Prerequisites: |
None |
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Core/Optional |
Core |
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Hourly Breakdown |
Lecture hrs. |
Tutorial hrs. |
Assignment hrs. |
Independent Learning & Assessment hrs. |
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22 |
5 |
6 |
67 |
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Course Aim: To provide the fundamental knowledge in analysis of statically determinate structures. Intended Learning Outcomes: On successful completion of the course, the students should be able to; ➢ describe types/forms of structures, idealized structural configurations and free-body diagrams, determinacy and stability. ➢ discuss load-path and transfer mechanisms of structures subjected to external loads. ➢ analyze statically determinate trusses, frames, cables and arches. ➢ analyze beams and trusses for moving loads. |
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Course Content: ➢ Introduction: Introduction to different types/forms of structures, types of structural elements in 2D and 3D structures, types of loading and joints; Idealization of statically determinate structures; Free-body diagrams, degree of determinacy and stability. ➢ Loading and Load Paths: Loading on structures, dead, live, wind and other loads, Combined loading, load paths, one way and two-way slabs. ➢ Frame Structures: Definition of frame structures; Axial force, shear force and bending moment diagrams for 2D frames; Principal of superposition. ➢ Cable Structures: Characteristics of cables; Analysis of cables subjected to concentrated forces and uniformly distributed loads. ➢ Arch Structures: Characteristics of arches; Analysis of 3-hinghed arches: axial force, shear force and bending moment diagrams. ➢ Influence Lines: Development of influence lines for statically determinate beams and trusses; Muller-Breslau principle; Maximum influence at a point due to a series of concentrated forces; Absolute maximum shear and bending moment diagrams. Introduction to influence lines for statically indeterminate beams. ➢ Deflection of Structures: Calculation of deflections of statically determinate trusses, beams and frames; External work and complementary work; Strain energy and complementary strain energy; Principle of minimum potential energy; Principle of virtual work. Geometric methods: moment area theorem, Castigiliano’s theorem for beams and frames; Work and energy method: Castigiliano’s 2nd theorem. ➢ Field Visit: Identify different types of structures: trusses, beams, frames, arches and cables; Support conditions and loading; Visualize load paths and deflected shapes. |
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Teaching /Learning Methods: Classroom lectures, tutorial discussions, field visits |
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Assessment Strategy: |
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Continuous Assessment 40% |
Final Assessment 60% |
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Details: Field visits/Presentations 20% |
Theory (%) 60 |
Practical (%) - |
Other (%) - |
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Recommended Reading: ➢ Hibbeler, R.C. (2012). Structural Analysis, 8th edn, Prentice Hall. ➢ Kassimali, A. (2009). Structural Analysis, 4th edn, Cengage Learning. ➢ Case, J., Chilver, L., Ross, C.T.F. (1999). Strength of Materials and Structures, 4th edn, Arnold ➢ Timoshenko, S.P., & Young, D.H. (1965). Theory of Structures, 2nd edn, McGraw Hill. |
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Recommended Reading: ➢ Anderson, J., & Tatro, E. E. (1975). Shop Theory (6 ed.). New Delhi: Tata McGraw-Hill. ➢ Groover, M. P. (2019). Fundamentals of Modern Manufacturing: Materials, Processes, and Systems (7 ed.): Wiley. ➢ Kalpakjian, S., & Schmid, S. (2014). Manufacturing Engineering & Technology (7 ed.): Pearson. ➢ Krar, S., Gill, A., & Smid, P. (2011). Technology of Machine Tools (7 ed.). NY: McGrawHill |