Civil

CE-DLO6064: Advanced Structural Analysis Syllabus for CE 6th Sem 2018 Pattern Mumbai University (Department Level Optional Course-2)

Advanced Structural Analysis detailed syllabus scheme for Civil Engineering (CE), 2018 regulation has been taken from the MU 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 6th Sem Scheme of Civil Engineering (CE), 2018 Pattern, do visit CE 6th Sem Scheme, 2018 Pattern. For the Department Level Optional Course-2 scheme of 6th Sem 2018 regulation, refer to CE 6th Sem Department Level Optional Course-2 Scheme 2018 Pattern. The detail syllabus for advanced structural analysis is as follows.

Advanced Structural Analysis Syllabus for Civil Engineering TE 6th Sem 2018 Pattern Mumbai University

Rationale

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
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Course Objectives:

  • To analyze the statically indeterminate portal frame.
  • To study the methods and evaluating rotation and displacement parameters in complete frame using various methods.
  • To analyze the symmetrical frame with symmetrical and anti-symmetrical loading.
  • To understand the concept of analyze of non-prismatic frame and beam.
  • To understand the concept of Influence lines for statically indeterminate beams.
  • To understand in depth the stiffness matrix method of analysis, which is the basis of all computebased software methods used in practice; finite element method, concepts thereof, different elements to be used along with various shape functions and solution methodology.

Module 1

Introduction to Stiffness Method in Matrix form 10

  1. Basic concepts of stiffness coefficients, member stiffness matrix for beam, member stiffness matrix for plane truss, member stiffness matrix for rigid jointed plane frame, member stiffness matrix for plane grid and of space frame.
  2. Properties of stiffness matrix, co-ordinate transformation matrix, stiffness matrix in local and global co-ordinate axes system, assemblage of structural stiffness matrix and application of boundary conditions.
  3. Joint loads, Equivalent joint loads, method of solution for displacements and computation of internal forces in members
  4. Application of stiffness method to beams, pin jointed trusses, rigid jointed plane frames and simple plane grid structures.

Module 2

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Module 3

Flexibility Method in Matrix form 04

  1. Review of concepts of flexibility coefficients, Flexibility member matrix for beam, member flexibility matrix for plane truss, member flexibility matrix for rigid jointed plane frame, member flexibility matrix for plane grid and of space frame.
  2. Selection of primary structure, concepts of flexibility matrix, compatibility equation, solution for redundant forces, computational of internal forces, and joint displacement. Application to pin jointed trusses and rigid jointed plane frames for different loading including the effect of settlement of support, temperature changes and elastic supports.

Module 4

Conventional Form of Flexibility Method 07

  1. Elastic Centre Method and its application to rectangular box, and rigid jointed portal frames.
  2. Column Analogy Method and its application to analysis of non-prismatic beams, simple rectangular frames, determination of stiffness coefficients and carry over factors for non-prismatic beam members.

Module 5

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Module 6

Introduction to Finite Element Method 06

  1. Brief History of the Development; Advantages & Disadvantages of Finite Element Method.
  2. Different elements (1-D, 2-D, 3-D, CST Elements); Shape Functions & Interpolation Polynomials for two nodded bar and beam elements; Stiffness Matrix for the basic Bar & Beam Element, Solution Methodology.

Course Outcomes:

The students will be able to

  • Understand the Stiffness Matrix method and will be able to analyze various types of structures by this method understand the conventional methods of analysis.
  • Understand the methodology involved in commercially available computer software for analysis which are based on stiffness matrix method.
  • Obtain the response of the indeterminate beams under the action of moving loads.
  • Evaluate the displacement/ deflection in frames under the action of loads.
  • Demonstrate the ability to extend the knowledge gained in this subject for their higher years UG program courses, in which they will be dealing with the indeterminate structures.
  • Understand the concepts of the finite element method toward solving the problem, different elements and shape functions (displacement functions) to extend the application to the short problems.

Theory examination:

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.
Get it on Google Play.

Oral Examination:

The oral examination shall be based upon the entire syllabus and the term work consisting of the assignments.

Term Work:

The term work shall comprise of neatly written report based on tutorials and assignments. The term work shall cover the entire syllabus in such a way that the students would attempt at least four problems on each sub-modules and contents thereof. At least twenty solved problem have to be validated by using available computer software. Or At least ten solved problem (validated by using available computer software) and analysis of (G+2) portal frame with minimum three bays. Distribution of the Term Work Marks: The marks of the term work shall be judiciously awarded depending upon the quality of the term work. Final certification, acceptance of term work warrants a satisfactorily appropriate completion of assignments the minimum passing marks to be obtained by the students. The following weightage of marks shall be given for different components of the term work.

  • Assignments: 20 marks
  • Attendance: 5 marks
  • Further, while giving weightage of marks on the attendance, the following guidelines should be resorted to: 75%-80%: 03 marks; 81%-90%: 04 marks; 91%-100%: 05 marks.

Recommended Books:

  1. Basic Structural Analysis: Reddy C. S. Tata McGraw hill.
  2. Analysis of Framed Structures: Gere and Weaver, East-West Press
  3. Analytical Methods in Structural Analysis: S. A. Raz, New Age Int Publishers
  4. Modern Method in structural Analysis: Dr. B. N. Thadani and Dr. J. P. Desai, Weinall Book Corporation.
  5. Sructural Analysis: L. S. Negi & R. S. Jangid, Tata McGraw hill.
  6. Structural Analysis Vol. I and Vol. II: Pandit and Gupta, Tata McGraw hill.
  7. Analysis of Structures: V.N.Vazirani and M.M.Ratwani Khanna Publishers.
  8. Finite Element Analysis: S.S. Bhavikatti, New Age International Publication

Reference Books:

  1. Matrix Method in structural Analysis: Livesley R. K. Pergamon Press, London.
  2. Elementary Structural Analysis: Wilber, M MethodGraw Hill, New York.
  3. Plastic Method of Structural Analysis: B. G. Neal, Chapman and Hall, London.
  4. Intermediate Structural Analysis: Wang C. K., Tata McGraw hill
  5. Matrix Method of Structural Analysis: Dr. A. S. Meghre, S. K. Deshmukh, Charotar Publishing House.
  6. Finite Element Analysis: S. Rajasekaran, S. CHAND & COMPANY PVT. LTD
  7. Finite Element Method with application in Engineering Y.M.Desai, T. I. Eldho and A.H, Shah PEARSON
  8. Finite Element Method: Daryl L. Logan, THOMSON
  9. Matrix Structural Analysis: William McGuire, Richard H. Gallagher, Ronaid D. Ziemian, Wiley India Pvt. Ltd.

For detail Syllabus of all subjects of Civil Engineering (CE) 6th Sem 2018 regulation, visit CE 6th Sem Subjects of 2018 Pattern.

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