Module 1
Approximate methods of frame analysis: Frames under lateral loading-portal method – cantilever method. Frames under vertical loading –substitute frame method. Space frames – tension coefficients-tension coefficient method applied to space frames
Approximate methods of frame analysis: Frames under lateral loading-portal method – cantilever method. Frames under vertical loading –substitute frame method. Space frames – tension coefficients-tension coefficient method applied to space frames
Module 2
Kani’s method-continuous beams & frames (with and without sway). Beams curved in plan- analysis of cantilever beam curved in plan -analysis of curved balcony beams- analysis of circular beams over simple supports.
Kani’s method-continuous beams & frames (with and without sway). Beams curved in plan- analysis of cantilever beam curved in plan -analysis of curved balcony beams- analysis of circular beams over simple supports.
Module 3
Elementary theory of elasticity: State of stress at a point- stress tensor- equilibrium equations-stresses on arbitrary plane- transformation of stresses- principal stresses-strain components – strain tensor- compatibility equations-boundary condition equations- octahedral stresses.
Elementary theory of elasticity: State of stress at a point- stress tensor- equilibrium equations-stresses on arbitrary plane- transformation of stresses- principal stresses-strain components – strain tensor- compatibility equations-boundary condition equations- octahedral stresses.
Module 4
Two dimensional problems- plane stresses – plane strain – compatibility equations in two dimensional cases- Airy’s stress functions- biharmonic equations- equilibrium equations in polar coordinates – compatibility equation and stress functions in polar coordinates- bending of cantilever loaded at ends.
Two dimensional problems- plane stresses – plane strain – compatibility equations in two dimensional cases- Airy’s stress functions- biharmonic equations- equilibrium equations in polar coordinates – compatibility equation and stress functions in polar coordinates- bending of cantilever loaded at ends.
Module 5
Plastic theory – ductility of steel- plastic bending of beams- evaluation of fully plastic moment – plastic hinge – load factor – method of limit analysis- basic theorems- collapse load for beams and portal frames.
Plastic theory – ductility of steel- plastic bending of beams- evaluation of fully plastic moment – plastic hinge – load factor – method of limit analysis- basic theorems- collapse load for beams and portal frames.
References
1. Timoshenko S.P., Theory of Elasticity, McGraw Hill.
2. Sreenath, Advanced Mechanics of Solids
3. Sadhu Sindh, Strength of Materials, Khanna Publishers, 1988.
4. Seeli F.B.&Smith J.P., Advanced Mechanics of Materials, John Wiley & Sons, 1993.
5. Vazirani & Ratwani, Analysis of Structures, Khanna Publishers, New Delhi.
6. B.C. Punmia, Theory of Structures, Vol. II, Laxmi Publishers, New Delhi.
7. P.S.David, Analysis of continuous beams and rigid frames
8. Coats, Coutie, & Kong, Structural Analysis, ELBS & Nelson, 1980.
9. Kinney J.S., Indeterminate Structural Analysis, McGraw Hill, 1957.
10. Prakash Rao D.S., Structural Analysis, Universal Press Ltd, Hyderabad, 1997.
2. Sreenath, Advanced Mechanics of Solids
3. Sadhu Sindh, Strength of Materials, Khanna Publishers, 1988.
4. Seeli F.B.&Smith J.P., Advanced Mechanics of Materials, John Wiley & Sons, 1993.
5. Vazirani & Ratwani, Analysis of Structures, Khanna Publishers, New Delhi.
6. B.C. Punmia, Theory of Structures, Vol. II, Laxmi Publishers, New Delhi.
7. P.S.David, Analysis of continuous beams and rigid frames
8. Coats, Coutie, & Kong, Structural Analysis, ELBS & Nelson, 1980.
9. Kinney J.S., Indeterminate Structural Analysis, McGraw Hill, 1957.
10. Prakash Rao D.S., Structural Analysis, Universal Press Ltd, Hyderabad, 1997.
mg university b.tech s6 civil syllabus