#1
21st March 2016, 10:05 AM
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CSVTU Syllabus 4th Sem Civil
Hello sir, I am Rishabh Sharma. I am from Bhilai. I want you to help me by giving me some information regarding the Chhattisgarh Swami Vivekanand Technical University (CVSTU), Bhilai syllabus of BE 4th Semester Civil Engineering. Can you help me?
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#2
21st March 2016, 10:11 AM
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Re: CSVTU Syllabus 4th Sem Civil
As you have asked about the Chhattisgarh Swami Vivekanand Technical University (CVSTU), Bhilai syllabus of BE 4th Semester Civil Engineering, I am giving you information about it, check below for the details Structural Analysis – I UNIT- I Determinate Structures- Determinate vs. Indeterminate structures, static indeterminacy, External and internalindeterminacy, rules for determining degree of indeterminacy, Degree of Freedom Per Node,KinematicIndeterminacy.Pin Jointed determinate space trusses, distinction between determinate and indeterminate spacetrusses and simple and complex space trusses, Analysis of simple and determinate space trusses.Method of Substitution and Method of tension coefficient. UNIT-II Deflection and Slope - Moment curvature relation, The elastic curve, Relation between Loading, SF, BM, Slope and Deflection, Deflection and slopes of statically determinate beams by Double integration method, Macaulay’smethod, Area moment method. Basics of Conjugate beam method. UNIT- III Strain Energy- Strain energy due to axial load, bending, shear and torsion, Castigliano’s theorem for deflection, Betti’s theorem - Maxwell’s law of reciprocal deflections, unit load and strain energy method for determination of deflections of statically determinate beams - pin-joined trusses and rigid frames. UNIT-IV Rolling Loads & Influence Lines- Introduction to Rolling loads - concept of influence lines - influence lines forreaction, shear force and bending moment in simply supported beams - influence lines for forces in trusses – analysis for different types of rolling loads - single concentrated load - several concentrated loads - uniformly distributed load shorter and longer than the span, Absolute maximum bending moment. UNIT-V Cables, suspension bridges & arches Analysis of forces in cables with concentrated and continuous loadings -suspension bridges with three-hinged and two-hinged stiffening girders, Theory of arches - Eddy’s theorem -analysis of three-hinged and two-hinged arches. For more details, you can refer to the attached file |