INSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad

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1 INSTITUTE OF AERONAUTICAL ENGINEERING (Autonomous) Dundigal, Hyderabad CIVIL ENGINEERING COURSE INFORMATION SHEET Course Title Course Code Programme Semester Course Type Regulation Course Structure Course Coordinator Team of Instructors STRUCTURAL ANALYSIS ACE008 (R16) B. Tech V Semester Core IARE-R16 Lectures Tutorials Practicals Credits Suraj Baraik, Assistant Professor, Civil Engineering Department Suraj Baraik, Assistant Professor, Civil Engineering Department I. COURSEOVERVIEW: Civil Engineers are required to design structures like buildings, dams, bridges, etc. This course is intended to introduce the basic principles to impart adequate knowledge and successfully apply fundamentals of Structural Engineering within their chosen engineering application area. Take advantage of a strong technical education at the undergraduate level to embark on successful professional careers in industry or to continue with a graduate education in their area of specialization. Apply broad multi-disciplinary skills necessary to accomplish professional objectives in a rapidly changing technological world. Understand the ethical issues pertaining to engineering, adopt industry standards of ethical behavior, and apply appropriate communication and collaboration skills essential for professional practice. II. COURSEPREREQUISITE(S): Level Course Code Semester Prerequisites Credits UG ACE001 IV STRENGTH OF MATERIAL 4 III. MARKSDISTRIBUTION: Subject SEE Examination CIA Examination Total Marks Structural Analysis 70Marks 30Marks 100Marks Semester End Examination (SEE): The SEE Conducted for 70 marks of 3 hours duration. The syllabus for the theory courses is divided into FIVE units and each unit carries equal weightage in terms of marks distribution. The question paper pattern is as follows: two full questions with either or choice will be drawn from each unit. Each question carries 14marks. 1 P a g e

2 Continuous Internal Assessment(CIA): CIA Conducted for a total of 30 marks, with 25 marks for continuous internal Examination (CIE) and 05 marks for Quiz/Alternative Assessment Tool (AAT). Continuous Internal Examination (CIE): The CIE exam is conducted for 25 marks of 2 hours duration consisting of two parts. Part- A shall have five compulsory questions of one mark each. In part-b, four out of five questions have to be answered where, each question carries 5 marks. Marks are awarded by taking average of marks scored in two CIEexams. Quiz/ Alternative Assessment Tool (AAT): Two Quiz exams shall be online examinations consisting of 20 multiple choice questions and are to be answered by choosing the correct answer from a given set of choices (commonly four). Marks shall be awarded considering the average of two quizzes for every course. The AAT may include seminars, assignments, term paper, open ended experiments, micro projects, five minutes video andmoocs. IV. DELIVERY / INSTRUCTIONALMETHODOLOGIES CHALK & TALK QUIZ ASSIGNMENTS MOOCs LCD/PPT SEMINARS MINI PROJECT VIDEOS OPEN ENDED EXPERIMENTS V. ASSESSMENT METHODOLOGIES DIRECT CIE XAMS SEE EXAMS ASSIGMENTS SEMINARS X LABORATORY PRACTISES STUDENT VIVA X MINI PROJECT X CERTIFICATION TERM PAPER VI. ASSESMENT METHODOLOGIES INDIRECT ASSESSMENT OF COURSE OUTCOMES (BY FEEDBACK, ONCE) X ASSESSMENT OF MINI PROJECTS BY EXPERTS STUDENT FEEDBACK ON FACULTY (TWICE) VII. COURSEOBJECTIVES: The course should enable the student to: I Describe the processes of analysis of various structures such as beams, trusses, arches and frames II Analyze statically indeterminate structures using force and displacement methods. III Draw the shear force, bending moment and influence line diagrams for various structures. IV Examine the various structures to calculate critical stresses and deformations VIII. COURSE LEARNINGOUTCOMES: Students, who complete the course, will have demonstrated the ability to do the following: CACE CACE CACE CACE CACE CACE P a g e Differentiate between the perfect, imperfect and redundant pin jointed frames. Identify the pin jointed frames and rigid joint structures. Understand the determinate and indeterminate structures for rigid jointed and pin jointed frames. Analysis of determinate pin joint, method of section for vertical load. Evaluate the determinate pin jointed frames by method of joint, method of section for horizontal and inclined load. Analysis of determinate pin jointed frames by tension coefficient method foe vertical, horizontal and inclined loads.

3 CACE CACE CACE CACE CACE CACE CACE CACE CACE CACE CACE CACE CACE CACE Differentiate between three hinged and two hinged Analysis of three hinged circular arches at different levels. Execute secondary stresses in two hinged arches due to temperature and elastic Analyze the parabolic arches for the shear forces and bending moments. Evaluate the shear forces and bending moments in two-hinged arches using energy methods. Draw the shear forces and bending moments in three hinged arches using energy methods. Derive the propped cantilever and fixed beams under various conditions Analysis of propped cantilever and fixed beam using the method of consistent deformation for different loading conditions. Evaluate of propped cantilever and fixed beam using the method of consistent deformation subjected to varying moment of inertia. Contrast between the concept of force and displacement methods of analysis ofindeterminate structures Analyze the methods of moment distribution to carry out structural analysis of 2D portal frames with various loads and boundary conditions. Apply the methods of slope deflection to carry out structural analysis of 2D portal frames with various loads and boundary conditions. Evaluate the shear force and bending moment at a section of a determinate beam under moving load. Construct the influence line diagram for shear force and bending movementfor the entire beam. IX. HOW PROGRAM OUTCOMES AREASSESSED: Program Outcomes PO1 Engineering knowledge: Apply the knowledge of mathematics, science, engineering fundamentals, and an engineering specialization to the solution of complex engineering problems. PO2 Problem analysis: Identify, formulate, review research literature, and analyze complex engineering problems reaching substantiated conclusions using first principles of mathematics, natural sciences, and engineering sciences. PO3 Design/development of solutions: Design solutions for complex engineering problems and design system components or processes that meet the specified needs with appropriate consideration for the public health and safety, and the cultural, societal, and environmental considerations. PO4 Conduct investigations of complex problems: Use researchbased knowledge and research methods including design of experiments, analysis and interpretation of data, and synthesis of the information to provide valid conclusions. PO5 Modern tool usage: Create, select, and apply appropriatetechniques, resources, and modern engineering and IT tools including prediction and modelling to complex engineering activities with an understanding of the limitations. PO6 The engineer and society: Apply reasoning informed bythe contextual knowledge to assess societal, health, safety, legal and cultural issues and the consequent responsibilities relevant to the professional engineering practice. PO7 Environment and sustainability: Understand the impact ofthe professional engineering solutions in societal and environmental contexts, and demonstrate the knowledge of, and need for sustainable development. Level H H Proficiency assessed by Assignme nts/ Exams Assignments/ Exams 3 P a g e

4 PO8 Ethics: Apply ethical principles and commit to professionalethics and responsibilities and norms of the engineering practice. PO9 Individual and team work: Function effectively as an individual, and as a member or leader in diverse teams, and in multidisciplinary settings. PO10 Communication: Communicate effectively on complex engineering activities with the engineering community and with society at large, such as, being able to comprehend and write effective reports and design documentation, make effective presentations, and give and receive clear instructions. PO11 Project management and finance: Demonstrateknowledgeand understanding of the engineering and management principles and apply these to one s ownwork, as amemberand leader in a team, to manage projects and in multidisciplinary environments. PO12 Life-long learning: Recognize the need for, and have thepreparation and ability to engage in independent and lifelong learning in the broadest context of technological change. S Five Minutes video N- None S-Supportive H HighlyRelated X. HOW PROGRAM SPECIFIC OUTCOMES AREASSESSED: Program Specific Outcomes PSO1 ENGINEERING KNOWLEDGE: Graduates shall demonstrate sound knowledge in analysis, design, laboratory investigations and construction aspects of civil engineering infrastructure, along with good foundation in mathematics,basic sciences and technical communication. PSO2 BROADNESS AND DIVERSITY: Graduates will have a broad understanding of economic, environmental, societal, health and safety factors involved in infrastructural development, and shall demonstrate ability to function within multidisciplinary teams with competence inmoderntool usage. PSO3 SELF-LEARNING AND SERVICE: Graduates will be motivated for continuous self-learning in engineering practice and/or pursue research in advanced areas of civil engineering in order to offer engineering services tothesociety, ethically and responsibly. XI. SYLLABUS: Level Proficiency assessed by UNIT II ARCHES: Introduction, types of arches, comparison between three hinged and two hinged arches; Normal thrust and radial shear in an arch; Geometrical properties of parabolic and circular arch; Three hinged circular arch at different levels; Absolute maximum bending moment diagram for a three hinged arch; Two hinged arches: Introduction, classification of two hinged arches, analysis of two hinged parabolic arches, secondary stresses in two hinged arches due to temperature and elastic 4 P a g e H Lectures, Assignments and exams S Guest Lectures N- None S-Supportive H HighlyRelated UNIT I ANALYSIS OF PIN-JOINTED FRAMES (TRUSSES): Types of frames, perfect, imperfect and redundant. Pin jointed frames (trusses), analysis of determinate pin jointed frames, analysis of determinate pin joints, method of sections and tension coefficient method for vertical loads, horizontal loads and inclined loads.

5 UNIT III FORCE METHOD OF ANALYSIS OF INDETERMINATE BEAMS: Analysis of propped cantilever and fixed beams using the method of consistent deformation, including the beams with varying moments of inertia, subjected to uniformly distributed load, central point load, eccentric point load, number of point loads, uniformly varying load, couple and combination of loads, shear force and bending moment diagrams for propped cantilever and fixed beams, deflection of propped cantilever and fixed beams; effect of rotation of a support. Continuous beams. Clapeyron s theorem of three moments, analysis of continuous beams with constant and variable moments of inertia with one or both ends fixed, continuous beams with overhang. Effects of sinking of supports. UNIT IV DISPLACEMENT METHOD OF ANALYSIS: SLOPE DEFLECTION AND MOMENT DISTRIBUTION: Derivation of slope, deflection equation, concept of moment distribution method, application of the with and without settlement of supports. Shear force and bending moment diagrams, elastic curve, application of the methods to single bay, single storey frames with and without sway. UNIT-V MOVING LOADS AND INFLUENCE LINES: Introduction, maximum shear force, and bending moment; At a given section and absolute maximum shear force and bending moment due to various load cases, focal length; Definition of influence line for shear force, influence line for bending moment, load position for maximum SF at a section, load position for maximum BM at a section, for various loads. TEXTBOOKS: 1 DevadasMenon, Structural Analysis Vol.1 and Vol. 2, Narosa Publishers, New Delhi, S. S. Bhavikatti, Structural Analysis Vol.1 and Vol. 2, Vikas Publishing House, New Delhi, R. C. Hibbler, Structural Analysis, Pearson Education, India, REFERENCE BOOKS: 1 T. S. Thandavamoorthy, Structural Analysis, Oxford Higher Education, India, C. S. Reddy, Basic Structural Analysis, McGraw Hill Education (India), Delhi, C. K. Wang, Intermediate Structural Analysis, McGraw Hill Education (India), Delhi, XII. COURSEPLAN: The course plan is meant as a guideline. There may probably be changes. Lecture No. 5 P a g e Topic Outcomes Topics to be covered References 1-2 Analysis of Perfect Frames: Types of frames- Perfect, 3-4 Analysisof Imperfect and Redundant pin jointed frames. 5-6 Analysis of determinate pin joints for vertical loads, 7-8 Analysis of determinate pin joints for horizontal loads and inclined loads Analysis of determinate pin sections Analysis of determinate pin jointed frames for vertical loads. Types of frames- Perfect, T1: 1.1-3,2.1-5 Imperfect and Redundant pin jointed frames. Problems on determinate pin joints for vertical loads, Problems on determinate pin joints for horizontal loads and inclined loads. Problems on determinate pin sections Problems of determinate pin jointed frames for vertical loads. T1: 1.1-3,2.1-5 T1: 2.4 T1: 2.4 T1: T1:

6 12-13 Analysis of determinate pin jointed frames for horizontal loads and inclines loads Analysis of determinate pin jointed frames using tension coefficient method for vertical loads and horizontal loads. 16 Understand about arches, types of Understandcomparison between three hinged and two hinged arches Understand about arches, types of arches, comparison between three hinged and two hinged arches Define Normal thrust and radial shear in an arch. 23 Explain Geometrical properties of parabolic and circular arch. 6 P a g e Problems of determinate pin jointed frames for inclined loads and horizontal loads. Problems on determinate pin jointed frames using for tension coefficient method using vertical loads, inclined loads and horizontal loads. Introduction to arches, types of arches, comparison between three hinged and two hinged arches Introduction to arches, types of arches, comparison between three hinged and two hinged arches Problems on three hinged and two hinged arches Normal thrust and radial shear in an arch; Geometrical properties of parabolic and circular arch; T1: T1: T1: T1: T1: T1: T1: Analysis parabolic and circular Problems on parabolic and T1: arch. circular arch 26 Explain about three hinged Three hinged circular arch T1: circular arch Explain about three hinged Three hinged circular arch at T1: circular arch at different levels. different levels Explain Absolute maximum Absolute maximum bending T1: bending moment diagram for a three hinged arch; moment diagram for a three hinged arch. 31 Explaintwo hinged Introduction to two hinged arches T1: Analysis two hinged arches: Introduction. 34 Understand Classification of two hinged arches 35 Analysis of two hinged parabolic Analysis of two hinged parabolic 38 Explain secondary stresses in two hinged arches due to temperature and elastic 39 Analysis secondary stresses in two hinged arches 40 Analysis secondary stresses in two hinged arches due to temperature and elastic Analysis of propped cantilever using the method of consistent deformation, including the beams Classification of two hinged Analysis of two hinged parabolic Analysis of two hinged parabolic Analysis of two hinged parabolic Problems on secondary stresses in two hinged arches Problems on secondary stresses in two hinged arches due to temperature and elastic Problems on secondary stresses in two hinged arches due to temperature and elastic Analysis of propped cantilever and fixed beams using the method of consistent deformation, T1: 9.1 T1: T1: T1: 9.4-5

7 with varying moments of inertia for different loading conditions Analysis of fixed beams using the method of consistent deformation Analysis of fixed beams including the beams with varying moments of inertia for different loading condition Draw the shear force and bending moment diagrams for propped cantilever and fixed beams. 49 Explain about the cantilever beam and fixed beam Evaluate the deflection of propped cantilever Evaluate the deflection of fixed beams; effect of rotation of a support. 54 Derive the Clapeyron s theorem of three moments for continuous beams Analysis continuous beam with UDL using equation of three moments Analysis of continuous beams with constant and variable moments of inertia Analysis of continuous beams with constant and variable moments of inertia with one or both ends fixed Analysis of continuous beams with effects of sinking of supports Derivation of slope deflection equation application of the with settlement of supports Derivation of slope deflection equation application of the without settlement of supports Understand the concept of moment distribution method Understand application of the with and without settlement of supports including the beams with varying moments of inertia for different loading conditions. Problems on fixed beams using the method of consistent deformation Problems on fixed beam with varying moments of inertia for different loading conditions. Draw the shear force and bending moment diagrams for propped cantilever and fixed beams. Introduction to cantilever and fixed beam. Deflection of propped cantilever and fixed beams. Deflection of propped cantilever and fixed beams, effect of rotation of a support. Derive the Clapeyron s theorem of three moments for continuous beams. Problems on continuous beam using Clapeyron s equation of three moments. Problems on continuous beams with constant and variable moments of inertia Problems on continuous beams with one or both ends fixed. Problems on continuous beams with overhang. Effects of sinking of supports. Derivation of slope deflection equation application of the with and without settlement of supports. Derivation of slope deflection equation application of the with and without settlement of supports. Understand the concept of moment distribution method. Problems on application of the with and without settlement of supports T1: T1: 10.1 T1: T1: T1: T1: T1: 10.7 T1: T1: T1: 10.7 T1: 10.7 T1: P a g e

8 70-71 Draw the Shear force and bending moment diagrams, elastic curve, Apply application of the methods to single bay, single storey frames with and without sway. 74 Understand the concept of influence line and moving load Understand the concept of influence line and moving load, at a given section and absolute maximum shear force and bending moment due to various load cases, focal length Definition of influence line for shear force, influence line for bending moment, load position for maximum SF at a section, load position for maximum BM at a section, for various loads Analysis of member using influence line method. Shear force and bending moment diagrams, elastic curve, Application of the methods to single bay, single storey frames with and without sway Understandthe concept of influence line and moving load. Understandthe concept of influence line and moving load, at a given section and absolute maximum shear force and bending moment due to various load cases, focal length Definition of influence line for shear force, influence line for bending moment, load position for maximum SF at a section, load position for maximum BM at a section, for various loads. Problems on influence line method. T1: T4: T4: T4: T4: T4: XIII. XIV. XV. GAPS IN THE SYLLABUS - TO MEET INDUSTRY / PROFESSIONAL REQUIREMENTS: S No 1 Descript ion Analysis of Arches with elastic 2 Application of continuous beam with settlement support. 3 Application of single bay for single frame method. Proposed Actions Relevance With PO S Relevance With PSO S Seminars/Guest Lectures/NPTEL PO 1, PO 4 PSO 1, PSO 2 Seminars/Guest Lectures/NPTEL Seminars/ Assignments PO 1, PO5 PSO 1, PSO 2 PO 1, PO 4 PSO 3 MAPPING COURSE OBJECTIVES LEADING TO THE ACHIEVEMENT OFPROGRAM OUTCOMES AND PROGRAM SPECIFIC OUTCOMES: Course Objectives Program Outcomes(POs) Program Specific Outcomes (PSOs) PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12 PSO1 PSO2 PSO3 I S H S S S II H S H S III H S S IV H H H V S S S VI H S H S-Supportive H HighlyRelated MAPPING LEARNING OUTCOMES LEADING TO THE ACHIEVEMENT OFPROGRAM OUTCOMES AND PROGRAM SPECIFICOUTCOMES: Course Learning Outcomes (CLOs) Program Outcomes (POs) ProgramSpecific Outcomes(PSOs) PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12 PSO1 PSO2 PSO3 1 H S H S 2 H - S 8 P a g e

9 3 H H 4 S H 5 S H H 6 H S 7 - H S H 8 S H S 9 S S S 10 H S H H S 13 S S 14 H S S 15 H S S 16 H S S 17 S S S 18 H H 19 H S 20 H S S S-Supportive H HighlyRelated XVI. DESIGN BASED PROBLEMS (DP) / OPEN ENDEDPROBLEM: 1. Analysis of continuous beam using with fixed ends supports using influence line method. 2. Analyze each & every building components in thebuilding. Prepared by: Mr. Suraj Baraik, Assistant Professor, CE HOD, CIVIL ENGINEERING 9 P a g e