Structural Analysis-I detailed syllabus scheme for Civil Engineering (CE), 2017 regulation has been taken from the University of Mumbai official website and presented for the Bachelor of Engineering students. For Course Code, Course Title, Test 1, Test 2, Avg, End Sem Exam, Team Work, Practical, Oral, Total, and other information, do visit full semester subjects post given below.
For all other Mumbai University Civil Engineering 4th Sem Syllabus 2017 Pattern, do visit CE 4th Sem 2017 Pattern Scheme. The detailed syllabus scheme for structural analysis-i is as follows.
Structural Analysis-I Syllabus for Civil Engineering SE 4th Sem 2017 Pattern Mumbai University
Rationale
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Course Objectives:
- To analyze the statically determinate simple portal frame (both- rigid jointed and having an internal hinges).
- To study the methods and evaluating rotation and displacement parameters in respect of beams and frames using various methods.
- To analyze the three hinged arches; and cables, suspension bridges and three hinged stiffening girder.
- To study the buckling behavior of the axially and transversely loaded beam-columns and its analyses.
- To understand the concept and behavior of the beam and trusses under rolling loads and subsequently, to obtain the absolute maximum bending moment.
- To understand the concept of unsymmetrical bending and shear center and its application in solving the problems of structural mechanics.
Module I
Axial force, shear force and bending moment Concept of statically determinate structures; Axial force, shear force and bending moment diagrams for statically determinate frames with and without internal hinges. General theorems and its application to simple structures General theorems and principles related to elastic structures, types of strain energy in elastic structures, complementary energy, principle of virtual work, Bettis and Maxwells reciprocal theorems, Castiglianos first theorem, principle of superposition. Application of Energy Approach to evaluate deflection in simple structures such as simple beams, portal frame, bent and arch type structures, etc.
Module II
Deflection of Statically Determinate Structures Using Geometrical Methods Deflection of cantilever, simply supported and overhanging beams for different types of loadings Using-Integration Approach including Double Integration method and Macaulays Method, Geometrical Methods including Moment area method and Conjugate beam method.
Module III
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Module IV
Rolling Load and Influence Lines for Statically Determinate Structures Influence lines for cantilever, simply supported, overhanging beams and pin jointed truss including warren truss, criteria for maximum shear force and bending moment, absolute maximum shear force and bending moment under moving loads (UDL and Series of point loads) for simply supported girder. Three Hinged Elastic Arches Determination of normal thrust, radial shear and bending moment for parabolic and circular (semi and segmental) three hinged arches, Influence lines for normal thrust, radial shear and bending moment for three hinged parabolic arch.
Module V
Cables, Suspension bridges and Three Hinged Stiffening Girder Simple suspension cable, different geometries of cables, minimum and maximum tension in the cable supported at same/different levels, anchor cable, suspension cable with three hinged stiffening girder.
Module VI
Columns and Struts Columns and struts subjected to eccentric loads, Secant formula, Perrys formula, struts with initial curvature. Unsymmetrical bending Product of inertia, principal moment of inertia, flexural stresses due to bending in two planes for symmetrical sections, bending of unsymmetrical sections. Shear Centre: Shear centre for thin walled sections such as channel, tee, angle section and I-section.
Course Outcomes:
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Theory examination:
- The question paper will comprise of six questions; each carrying 20 marks.
- The first question will be compulsory and will have short questions having weightage of 4-5marks covering the entire syllabus.
- The remaining five questions will be based on all the modules of the entire syllabus and may be . For this, the modules shall be divided proportionately and further, the weightage of the marks shall be judiciously awarded in proportion to the importance of the sub-module and contents thereof.
- Remaining questions will be mixed in nature (e.g. Suppose Q.2 has part
- from module II then part
- will be from any module other than module II).
- The students will have to attempt any three questions out of remaining five questions.
- Total four questions need to be attempted.
Oral Examination:
The oral Examination shall be based upon the entire syllabus and the term work consisting of the assignments.
Internal Assessment:
There will be two class tests (to be referred to as an Internal Assessment) to be conducted in the semester. The first internal assessment (IA) will be conducted in the mid of the semester based on the 40% of the syllabus. It will be of 20 marks. Similarly, the second internal assessment (IA) will be conducted at the end of the semester and it will be based on next 40% of the syllabus. It will be of 20 marks. Lastly, the average of the marks scored by the students in both the Internal Assessment will be considered. Duration of both the IA examination will be of one hour duration, respectively.
Term Work:
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Recommended Books:
- Basic Structural Analysis: C.S. Reddy, Tata McGraw Hill New Delhi.
- Mechanics of Structures: Vol-I: S’. B. Junnarkar andH.J. Shah, Charotar Publishers, Anand.
- Analysis of Structures: Vol. I and II, Vazirani and Ratwani
- Strength of Materials: S. Ramamrutham, Dhanpatrai and Publishers, Delhi
- Theory of Structures: S. Ramamrutham, Dhanpatrai and Sons, Delhi
- Structural Analysis I: Hemant Patil, Yogesh Patil, Jignesh Patel, Synergy Knowledgeware, Mumbai.
- Strength of Materials: Rajput, S. Chand Publications, Delhi
- Structural Analysis: Bhavikatti, Vikas publisher house Pvt, ltd.
- Structural Analysis: DevdasMenon, Narosa Publishing House.
- Basic Structural Analysis: K.U. Muthu, Azmi Ibrahim, M. Vijyanand, MagantiJanadharnand. I.K. International Publishing House Pvt. Ltd.
- Comprehensive Structural Analysis: Vol-I and II by Vaidyanathan R. and Perumal R.Laxmi Publications.
- Elementary Structural Analysis: Jindal
- Structural Analysis: L.S. Negi and R.S. Jangid, Tata Mc-Graw Hill India
- Fundamentals of Structural Analysis: Sujit Kumar Roy and SubrotaChakrabarty, S. Chand Publications.
- Structural Analysis: T.S. Thandavamoorthy, Oxford University Press.
- Structural Analysis: Manmohan Das, Bharghab MohanPentice Hall International.
Reference Books:
- Structural Analysis: Hibbler, Pentice Hall International.
- Structural Analysis: Chajes, ElBS London.
- Theory of Structures: Timoshenko and Young, Tata McGraw Hill New Delhi.
- Structural Analysis: Kassimali, TWS Publications.
- Element of Structural Analysis: Norries and Wilbur, McGraw Hill.
- Structural Analysis: Laursen H.I, McGraw Hill Publishing Co.
- Structural theorem and their application: B.G. Neal, Pergaman Press.
- Fundamentals of Structural Analysis: K.M. Leet, C.M. Uang and A.M. Gilbert, Tata McGraw Hill New Delhi.
- Elementary theory of Structures: Hseih, Prentice Hall.
For detail syllabus of all other subjects of Civil Engineering (CE) 4th Sem 2017 regulation, visit CE 4th Sem Subjects syllabus for 2017 regulation.