3 Review(s)

Detailed SyllabusModule Course Modules / Contents Duration1Trusses and 3 hinged Arches (9)1.1Trusses: Analysis of Perfect Coplanar Trusses by Method of Joints (3)Analysis of Perfect Coplanar Trusses by Method of sections.(3) (Refer chapter 1)61.2Three hinged elastic arches, Determination of normal thrust, radial shear andbending moment for Symmetrical & Unsymmetrical parabolic three hinged arches.(3)(Refer chapter 2)32Influence line diagrams and rolling loads (09)2.1Influence lines for Reactions, shear force and bending moment at a section ofcantilever, simply supported, overhanging beams without internal hinges. (2)Rolling loads, Determination of S F and BM at a section, Value and criteria formaximum shear force and bending moment, absolute maximum shear force andbending moment under rolling loads (UDL and series of point loads) for simplysupported girder. (4)62.2I L D for Axial forces in members of Pin jointed trusses (3)(Refer chapter 3)3Determinate and Indeterminate structures (8)3.1Deflection of Statically determinate structures, methods based on energy principles andCastigliano’s theorems to evaluate deflection in portal frames, bent up and arch typestructures. Application of Unit Load Method for calculating slope and deflection of apoint on rigid jointed frames and deflection of a point on Pin jointed truss.(Refer chapter 4)53.2Static and kinematic indeterminacies: Types of structures occurring in practice, theirclassification, linear and non-linear behavior of materials, geometric non-linearity,static and kinematic determinacy and indeterminacy of structure.(Refer chapter 5)34Analysis of indeterminate structures by Flexibility method (9)4.1 Analysis of fixed beam. Application of Clapeyron’s theorem of three moments to fixedbeam and continuous beam. (Refer chapter 6)44.2Flexibility coefficients and their use in formulation of compatibility equations.Application of flexibility method to propped cantilevers, fixed beams & continuousbeams, Simple rigid jointed frames. (Refer chapter 7)55Analysis of indeterminate structures by Stiffness method (8)5.1Direct stiffness method:Stiffness coefficients for prismatic members and their use for formulation ofequilibrium equations.45.2 Application of Direct stiffness method to indeterminate beams & simple rigid jointedframes. (Refer chapter 8)46 Moment distribution method and Plastic Analysis of structures. (9)6.1 Moment distribution method :Application to indeterminate beams & simple rigid jointed frames & frame with inclinedmember but having only single translation degree of freedom including the effect of supportsettlement. (Refer chapter 9)56.2 Plastic analysis of structures: Introduction to plastic analysis, concept of plastic hinge,plastic moment carrying capacity, shape factor. Static and kinematic method of plasticanalysis.Determination of collapse load for single and multiple span beams.(Refer chapter 10)4?