Module 1
Statically indeterminate structures-degree of indeterminacy-force and displacement methods of structural analysis. Force method of analysis of indeterminate structures – Method of consistent deformation-analysis of fixed beams and continuous beams. Clapyron’s theorem of three moments- analysis of fixed and continuous beams Minimum strain energy-Castigliano’s second theorem-analysis of indeterminate beams, portal frames and trusses.
Statically indeterminate structures-degree of indeterminacy-force and displacement methods of structural analysis. Force method of analysis of indeterminate structures – Method of consistent deformation-analysis of fixed beams and continuous beams. Clapyron’s theorem of three moments- analysis of fixed and continuous beams Minimum strain energy-Castigliano’s second theorem-analysis of indeterminate beams, portal frames and trusses.
Module 2
Displacement method of analysis of statically indeterminate structures: Slope deflection method-fundamental equations-analysis of continuous beams & portal frames (with sway and without sway) – Moment distribution method-analysis of continuous beams & portal frames (with sway and without sway).
Displacement method of analysis of statically indeterminate structures: Slope deflection method-fundamental equations-analysis of continuous beams & portal frames (with sway and without sway) – Moment distribution method-analysis of continuous beams & portal frames (with sway and without sway).
Module 3
Theories of Elastic Failure: Maximum principal stress theory- maximum shear stress theory – maximum principal strain theory – Mohr’s theory. Influence line diagrams for statically indeterminate structures: Muller Breslau’s principle- Influence lines for reactions-shear force-bending moment-propped cantilever-continuous beams and fixed beams
Theories of Elastic Failure: Maximum principal stress theory- maximum shear stress theory – maximum principal strain theory – Mohr’s theory. Influence line diagrams for statically indeterminate structures: Muller Breslau’s principle- Influence lines for reactions-shear force-bending moment-propped cantilever-continuous beams and fixed beams
Module 4
Matrix methods: Classification of structures-static& kinematic indeterminacy Stiffness method-coordinate systems-element stiffness matrix – Direct stiffness method – structure stiffness matrix-assembly of structure stiffness matrix from element stiffness matrix-equivalent joint load – incorporation of boundary conditions –analysis of beams and frames (rigid & pinjointed).
Matrix methods: Classification of structures-static& kinematic indeterminacy Stiffness method-coordinate systems-element stiffness matrix – Direct stiffness method – structure stiffness matrix-assembly of structure stiffness matrix from element stiffness matrix-equivalent joint load – incorporation of boundary conditions –analysis of beams and frames (rigid & pinjointed).
Module 5
Flexibility method: Flexibility influence coefficients – flexibility matrix-analysis of beams & frames (rigid and pinjointed).
Flexibility method: Flexibility influence coefficients – flexibility matrix-analysis of beams & frames (rigid and pinjointed).
References
Weaver &Gere, Matrix Analysis of Structures, East West Press.
Moshe F. Rubinstein – Matrix Computer Analysis of Structures- Prentice Hall, 1969.
Meek J.L., Matrix Structural Analysis, McGraw Hill,1971.
Reddy C.S., Basic Structural Analysis, Tata McGraw Hill Publishing Co.1996.
Smith J.C. Structural Analysis, Macmillian Pub.Co.1985.
Rajesekharan & Sankarasubramanian,G., Computational Structural Mechanics, Prentice Hall of India, 2001.
Mukhopadhyay M., Matrix Finite Element Computer and Structural Analysis, Oxford & IBH,1984.
Wang C.K.& Solomon C.G., Introductory Structural Analysis, McGraw Hill.1968.
Pezemieniecki, J.S, Theory of Matrix Structural Analysis, McGraw Hill Co., 1984
Sadhu Sindh, Strength of Materials, Khanna Publishers, 1988.
Seeli F.B.&Smith J.P., Advanced Mechanics of Materials, John Wiley &Sons, 1993.
12. Norris & Wilbur, Elementary Structural Analysis, McGraw Hill.
Junarker S.R., Mechanics of Structures, Vol. II, Charorbar Book Stall.
Moshe F. Rubinstein – Matrix Computer Analysis of Structures- Prentice Hall, 1969.
Meek J.L., Matrix Structural Analysis, McGraw Hill,1971.
Reddy C.S., Basic Structural Analysis, Tata McGraw Hill Publishing Co.1996.
Smith J.C. Structural Analysis, Macmillian Pub.Co.1985.
Rajesekharan & Sankarasubramanian,G., Computational Structural Mechanics, Prentice Hall of India, 2001.
Mukhopadhyay M., Matrix Finite Element Computer and Structural Analysis, Oxford & IBH,1984.
Wang C.K.& Solomon C.G., Introductory Structural Analysis, McGraw Hill.1968.
Pezemieniecki, J.S, Theory of Matrix Structural Analysis, McGraw Hill Co., 1984
Sadhu Sindh, Strength of Materials, Khanna Publishers, 1988.
Seeli F.B.&Smith J.P., Advanced Mechanics of Materials, John Wiley &Sons, 1993.
12. Norris & Wilbur, Elementary Structural Analysis, McGraw Hill.
Junarker S.R., Mechanics of Structures, Vol. II, Charorbar Book Stall.
mg university b.tech syllabus S5 Civil Engg