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Scheme of Teaching (All semester M.Tech)

Curriculum frame work:

Sl.No. Subject Area No. of credits

1 Professional Core ( Theory & Practicals) PC 36

2 Professional Elective PE 16

3 Lab PC 4

4 Seminar PC 2

5 Internship SS 10

6 Project PR 22

7 Term Assignment/ Miniproject PT 4

Total 94

Lecture (L): One Hour /week – 1 creditPracticals (P): Two hours /week – 1 credit

Semester wise distribution of credits

Semester Credits

1 25

2 25

3 26

4 18

Total 94

FIRST SEMESTER

Sl.No Code CourseCredits

Total creditsContact

Hours/weekMarks

L – T - P CIE SEE Total

1. 1CSE11Matrix Methods of Structural

AnalysisPC1 4 – 0 – 0 4 4 50 50 100

2. CSE12Advanced Design of RCC

StructuresPC2 4 – 0 – 0 4 4 50 50 100

3. CSE13 Theory of Elasticity andPlasticity PC3 4 – 0 – 0 4 4 50 50 100

4. CSE14 Structural Dynamics PC4 4 – 0 – 0 4 4 50 50 100

5. CSE15X Elective - A PE-A 4 – 0 – 0 4 4 50 50 100

6. CSEL16 Structural Engineering Lab PC5 0 – 0 – 2 2 2 25 25 50

7. CSE17 Seminar –I S1 0 – 0 – 1 1 25 25

8. CSE18 Mini Project – I 0 – 0 – 2 2 4 25 25

Total 25 26 325 275 600

Sl.No Elective-A Subject Code

1. Design of Industrial Structures 16CSE151

2. Special concretes 16CSE152

3. AI and Expert System in Structural Engineering 16CSE153

SECOND SEMESTER



Hours/weekMarks


1. CSE21 Theory of Plates and Shells PC1 4 – 0 – 0 4 4 50 50 100

2. CSE22Earthquake Resistant Design of

StructuresPC2 4 – 0 – 0 4 4 50 50 100

3. CSE23 Finite Element Method of Analysis PC3 4 – 0 – 0 4 4 50 50 100

4. CSE24 Design concepts of Substructures PC4 4 – 0 – 0 4 4 50 50 100

5. CSE25X Elective-B PE-B 4 – 0 – 0 4 4 50 50 100

6. CSEL26Computer Aided Analysis and

Design LabPC5 0 – 0 – 2 2 2 25 25 50

7. CSE27 Seminar –II S2 0 – 0 – 1 1 25 25

8. CSE28 Mini Project – II 0 – 0 – 2 2 4 25 25

Total 25 26 325 275 600

Sl.No Elective-B Subject Code

1. Design of concrete bridges 16CSE251

2. Design of Tall Structures 16CSE252

3. Repair and Rehabilitation of structures 16CSE253

THIRD SEMESTER



Hours/weekMarks


1. CSE31 Stability Analysis of Structures PC1 4 – 0 – 0 4 4 50 50 100

2. CSE32X Elective-C PE-C 4 – 0 – 0 4 4 50 50 100

3. CSE33X Elective-D PE-D 4 – 0 – 0 4 4 50 50 100

4. INT34 #Internship SS 10 50 50 100

5. CSE35 *Project Phase-I PR 4 25 25

Total 26 12 225 200 425

Sl.NoElective-C Subject Code

1. Reliability Analysis of Structures 15CSE321

2. Smart Materials and composite structures 15CSE322

3. Cold formed light gauge steel structures 15CSE323

Sl. NoElective-D Subject Code

1. Design of Pre-Stressed Concrete structures 15CSE331

2. Soil-Structure Interaction 15CSE332

3. Optimization of Structures 15CSE333

Self Study topics shall be evaluated during CIE (Assignments and IA tests) and 10% weightage shall be given in SEE question paper.

SCHEME OF EVALUATIONScheme of Continuous Internal Examination (CIE):

Components Average of best twotests out of three

Average of twoassignments/activity

Seminar/Mini project

TotalMarks

Maximum Marks30 10 10 50

Scheme of Semester End Examination (SEE):1.It will be conducted for 100 marks of 3 hours duration. It will be reduced to 50 marks for the calculation of SGPA and CGPA.

2.Question paper contains 08 questions each carrying 20 marks. Students have to answer FIVE full questions. SEE question paper will have two compulsory questions (any 2units) and choice will be given in the remaining three units.

INTERNSHIP:The student shall undergo an internship for 8 weeks. The students shall undergo internship (without waiting for the results) starting from the end of 2nd semester Examinationand complete before the start of 3rd semester.

INTERNSHIP EVALUATION:• Internship shall be evaluated for 100 marks out of which 50 marks as internal assessment (CIE) and 50 marks as external assessment (SEE). The splitup of CIE is shown

below.

FOURTH SEMESTER



Hours/weekMarks


1. CSE41 Project Phase-II PR 4 25 25

2. CSE42 Project Phase-III PR 4 25 25

3. CSE43 Project Viva-Voce PR 10 100 100

Total 18 12 50 100 150

• There will be 50 external marks for internship which shall be awarded through Viva-Voce on internship that shall be conducted at the college jointly by internal andexternal guide/ Examiner. The date of Viva-Voce shall be fixed in consultation with the external guide/ Examiner. If the external guide cannot come for theexamination then the college shall arrange for external examiner from the local industries/ organization/ colleges. The expenses of external examiner are to be borneby the college.

Marks INTERNSHIP EVALUATION:

CIE 15 By External Guide

20 For Report Evaluation15 For Presentation( By Department level Committee) *

SEE 50 Viva-voce (By Internal and External Guide/ Examiner)

* At the beginning of the 3rd semester, the department shall schedule for the presentation by all the students which will be evaluated by a team of facultymembers for the above 15 marks.

SEMESTER-I

MATRIX METHODS OF STRUCTURAL ANALYSIS

Course Code: CSE11 Credits: 04

Course Type: PC CIE Marks: 50

Hours/week: L – T – P 4 – 0 – 0 SEE Marks: 50

Total Hours: 50 SEE Duration:3 Hours for 100

marks

Course Learning Objectives (CLOs):

CLO1: Understand and apply the fundamental concepts of matrix methods of structural analysis.

CLO2: Understand and apply the concept of element approach of Flexibility matrix method.

CLO3: Understand and apply the concept of element approach of Stiffness matrix method.

CLO4: Understand and apply the concept of Direct Stiffness method.

CLO5: Understand the solution techniques to solve simultaneous equations as applied to matrix methods ofstructural analysis.

Pre-requisites:

1. Structural Analysis (Determinate and Indeterminate structures)

2. Basics of Matrix operations

Detailed Syllabus:

UNIT-I:

Fundamental Concepts: Static and Kinematic indeterminacy; Concepts of stiffness and flexibility;

Principles of minimum potential energy and minimum complementary energy; Local and Global

coordinate systems; Development of element flexibility and element stiffness matrices for beam, truss

and grid elements; Equivalent joint loads.

Self Learning Topics: Principles of minimum potential energy and minimum complementary energy

10 Hours

UNIT-II:

Analysis using Flexibility method (Element Approach): Member flexibility matrix, Force-

Transformation matrix, Transformation to structure flexibility matrix, Analysis of indeterminate

beams, plane frames and plane trusses using element approach by flexibility method (having not more

than 3 coordinates– 3x3 flexibility matrix). Problems involving temperature changes, lack of fit and

other prescribed displacements.

12 Hours

UNIT-III:

Analysis using Stiffness method (Element Approach): Member stiffness matrix, Displacement-

Transformation matrix, Transformation to structure stiffness matrix, Principle of contragradience;

Analysis of indeterminate beams, plane frames and plane trusses using element approach by stiffness

method (having not more than 3 coordinates– 3x3 stiffness matrix). Problems involving temperature

changes, lack of fit and other prescribed deformations.

12 Hours

UNIT-IV:

Analysis using Direct Stiffness method: Member stiffness matrix, Rotation-Transformation matrix,

transformation equations, Setting up stiffness matrices and analysis of indeterminate beams, plane

frames and plane trusses by using direct stiffness method.

08 Hours

UNIT-V:

Solution Techniques: Solution techniques of numerical problems for solving simultaneous equations,

Gauss elimination method; Cholesky method; Gauss-Jordan matrix inversion method; bandwidth

consideration; boundary conditions; storage schemes.

Self Learning Topics: Bandwidth consideration; boundary conditions; storage schemes

08 Hours

Text Books:

1) Chu Kia Wang, “Analysis of Indeterminate structures”;Kogakusha Company Ltd.; International student edition;

Tata McGraw Hill Publishers, 1952

2) H. C. Martin, “Introduction to Matrix Methods of Structural Analysis”;International Text book Company, 1996

3) G. S. Pandit& S. P. Gupta, “Structural Analysis- A Matrix Approach”; Tata McGraw Hill Publishers, 1981

4) C. S. Reddy, “Basic Structural Analysis”; Tata McGraw Hill Publishers, 1996

5) L. S. Negi and R. S. Jangid, “Structural Analysis”; Tata McGraw Hill Publishers, 1997

Reference Books:

1) F. W. Beaufait et al., “Computer methods of Structural Analysis”, Prentice Hall Publishers, 1970

2) H. KardeStuncer, “Elementary Matrix Analysis of Structures”, Tata McGraw Hill Publishers, 1974

3) M. F. Rubinstein, “Matrix Computer Methods of Structural Analysis”, Prentice Hall Publishers, 1966

4) M. Mukhopadhyay, “Matrix-Finite elements”, Computer and Structural analysis- Oxford &IBW Publishers,

1984

5) W. Weaver & J. M. Gere, “Matrix Analysis of Framed Structures”- CBS publishers and Distributors, 1986

6) S. Rajshekharan& G. Sankara Subramanian, “Computational Structural Mechanics”- PHI Publishers, 2001

Course Outcomes (COs):

Upon successful completion of this course, students will be able:

1. To apply the fundamental concepts and basic principles of Flexibility matrix method by element

approach. [L3]

2. To apply the fundamental concepts and basic principles of Stiffness matrix method by element approach.

[L3]

3. To analyze continuous beams, plane frames and plane trusses by using Flexibility matrix method and

Stiffness matrix method. [L4]

4. To apply the concept of Direct Stiffness method using matrix methods for the analysis of indeterminate

structures. [L3]

5. To apply the various solution techniques to solve simultaneous equations. [L3]

Program Outcomes (POs) of the course:

1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integrating

existing and updated knowledge in global perspective [PO1]

2. Graduates shall possess ability for independent judgement based on critical analysis and also for synthesis of

information for extensive research in the area of specialization [PO2]

3. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems considering

societal and environmental requirements (lateral thinking) [PO3]

4. Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex engineering

problems [PO5]

ADVANCED DESIGN OF RCC STRUCTURES


Course Type: PC CIE Marks: 50Hours/week: L – T – P 4 – 0 – 0 SEE Marks: 50

Total Hours: 50SEEDuration:

3 Hours for 100marks

Course Learning Objectives (CLOs):CLO1: Understand the principles of RCC Design.

CLO2: Develop skills for drawing moment envelops and understanding redistribution.

CLO3: Design for yield line analysis.

CLO4: Apply the earthquake design concepts in detailing.

CLO5: Develop analytical skills for designing special structures.

Pre -requisites:1. Analysis of determinate structures2. Analysis of Indeterminate structures3. Design of RC Structural Elements4. Design & Drawing of RC Structures

Detailed Syllabus:

UNIT –I

Limit Analysis of RC structures: Fundamental principles, Redistribution of moments in RC structures, I.SCode provisions, Advantages & disadvantages, Elastic and redistributed moment envelopes for two spancontinuous beams. Design of continuous beams with redistribution of moments.Self Learning Topic: Drawing Elastic andredistributed moment envelopes for three spans.

10Hours

UNIT –II

Design of beams curved in plan.Bunkers and Silos: Design of square bunker, Design of circular silo-Jenssen’s theory- Principles of Airy’s theory (No derivation for problems)Self Learning Topic: Design of circular bunker; comparison of two methods for silo design.

10Hours

UNIT –III

Design of grid floors. Design of flat slabs.Self Learning Topic: Comparison of two methods for a case study.

10Hours

UNIT –IVLimit Analysis and Design of Slabs-Yield Line theory: Behavior of R.C. slabs under gradually increasingloads, Assumptions made in yield line theory of slabs, Analysis of isotropically and orthotropically reinforcedslabs of various shapes under different edge conditions and equilibrium method - Application to practicaldesign problems.Self Learning Topic: Design of slabs using yield line theory.

10Hours

UNIT –V

Principles of design of RCC chimney, cooling tower and nuclear structures. Art of detailing earthquakeresistant structures.Self Learning Topic: Earthquake resistant masonry structures.

10Hours

Text Books:1. Bhavikatti S.S “Advanced RCC Design” New age international Pvt. Ltd.2006.2. Varghese, P.C.,"Advanced Reinforced concrete structures", Prentice Hall of India Ltd, New Delhi.3. Dr.B.C.Punmia, Ashok Kumar Jain and Arun Kumar Jain, “Comprehensive RCC Design” Laxmi

Publications, New Delhi

Reference Books:1. Krishnaraju,N., "Advanced Reinforced Concrete Design "CBS publications, New Delhi2. Shah & Karve; “Limit State Theory & Design of Reinforced Concrete”; Structure publications, Pune.

Course Outcomes (COs):Upon successful completion of this course, students will be able to:

1. Design statically indeterminate structures. [L4]

2. Design RC elements subjected to flexure and torsion.[L3]

3. Design storage structures. [L5]

4. Design grid slab and flat slab systems. [L6]


1. Graduates shall acquire in-depth knowledge in Design of RC structures and update thesame, integrating existing and updated knowledge in global perspective. [PO1]

2.Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems in RCdesigns considering societal and environmental requirements [PO3]

3.Graduates shall engage in lifelong learning with motivation and commitment for professional advancement.[PO9]

THEORY OF ELASTICITY & PLASTICITY





marks

Course Learning Objectives (CLOs) :

CLO1: To learn principles of Analysis of Stress and Strain

CLO2: To predict the stress-strain behavior of continuum

CLO3: To evaluate the stress and strain parameters

CLO4: To understand the inter relations of stress strain relations

CLO5: To solve axi-symmetric problems

CLO6: To solve stress concentration problems in rectangular plates with a hole

CLO7: To learn basic concepts of plasticity

Pre-requisites:

1. Strength of Materials

2. Structural Analysis

Detailed Syllabus:

UNIT –I

Introduction to elasticity, State of stress at a point. Differential equations of equilibrium in Cartesian co-ordinates for

2-D and 3-D problems. State of strain at a point, Components of strain at a point. Constitutive relations, Compatibility

equations in terms of strains.

10 Hours

UNIT –IITransformation of stress and strain at a point, Principal stresses and principal strains, invariants of stress and strain,

Strain rosettes. Plane stress and plane strain. Compatibility equation for plane state of stress and strain. Airy’s stress

function approach to 2-D problems of elasticity

Self Learning Topic: Invariants of stress and strain

10 Hours

UNIT- III

Differential equations of equilibrium in polar co-ordinates, Compatibility equation in terms of Airy’s stress function in

polar co-ordinates. Stress concentration due to the presence of a circular hole in plates

10 Hours

UNIT- IV

Solution of axi-symmetric problems- Stresses in Thick cylinders and Rotating disks Torsion of non-circular sections-

St.Venant’s theory, Prandtl’s stress function, Torsion of thin walled tubes, torsion of thin walled multiple cell closed

sections, torsion of elliptical section, membrane analogy.

Self Learning Topic: Membrane analogy

10 Hours

UNIT- V

Introduction and basic concepts of plasticity, Stress – strain diagram in simple tension, perfectly elastic, Rigid –

Perfectly plastic, Linear work – hardening, Elastic Perfectly plastic, Elastic Linear work hardening materials, Failure

theories, yield conditions, stress – space representation of yield criteria through Westergard stress space, Tresca and

Von-Mises criteria of yielding.

Self Learning Topic: Stress – strain diagram

10 Hours

Text Books:

1. Timoshenko & Goodier, “Theory of Elasticity”, Third Edition McGraw Hill 2010

2. Sadhu Singh, “Theory of Elasticity”, Third Edition Khanna Publishers New Delhi 2014

3. Chenn W.P and Hendry D.J, “Plasticity for Structural Engineers”, Second Edition Springer Verlag 2000

4. Valliappan C, “Continuum Mechanics Fundamentals”, First Edition Oxford IBH Publishing Co. Ltd 1981.

Reference Books:

1. Srinath L.S., Verma P.D.S, “Theory of Elasticity”, Second Edition Vikas Publishing Pvt. Ltd New Delhi 1997

2. SrinathL.S “Advanced Mechanics of Solids”, Third Edition, Tata McGraw Hill Publishing company, New Delhi,

2009

3. Sadhu Singh, “Applied Stress Analysis”, Fourth Edition Khanna Publishers New Delhi 2000

4. Xi Lu, “Theory of Elasticity”, Second Edition John Wiley 2000.


Upon successful completion of this course, students will be able to:

1. To Determine whether the possible state of stress and strain exists [L2]

2. To Solve and Evaluate the components of stress and strain [L3, L5]

3. To Summarize the concept of plane stress and plane strain problems [L2]

4. To Develop Airy’s stress function using polynomials and Evaluate the stresses and forces for 2-D

problems [L3, L5]

5. To Solve for stresses for axi-symmetric problems like thick cylinders and rotating disks [L3]

6. To Determine stress concentration factor for practical problems [L2]

7. To Apply the concepts of torsion theory for non circular sections [L3]

8. To Summarize the concepts of elasticity and plasticity [L2]


1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same,integrating existing and updated knowledge in global perspective [PO1].

2. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problemsconsidering societal and environmental requirements (lateral thinking) [PO3]

3. Graduates shall be able to adopt modern techniques, analytical tools and software for complexengineering problems [PO5].

4. Graduates shall possess communication skills to comprehend, document and present effectivelyto the engineering community and society at large [PO8].

STRUCTURAL DYNAMICS




Total Hours: 50 SEE Duration: 3 Hours for 100 marks


CLO1: Understand the principles of Structural Dynamics

CLO2: Develop analytical skills.

CLO3: Design for damping dynamic isolation in structures.

CLO4: Apply the concept of normal mode method and uncoupling of stiffness and damping matrices.

CLO5: Evaluate andSummarize the dynamic characteristics of structural systems.

Pre-requisites:

1.Strength of materials

2. Structural analysis-I/II,

Detailed Syllabus:

UNIT –IIntroduction: Introduction to Dynamic problems in Civil Engineering, Concept of degrees of freedom, D’Alembert’s

principle, principle of virtual displacement and energy principles Dynamics of Single-degree-of-freedom systems:

Mathematical models of Single-degree-of-freedom systems system, Free vibration response of damped and undamped

systems. Methods of evaluation of damping.

Self Learning Topic: Methods of evaluation of damping.

10 Hours

UNIT –II

Response of Single-degree-of-freedom systems to harmonic loading (rotation unbalance, reciprocating unbalance)

including support motion, vibration isolation, transmissibility, Numerical methods applied to Single-degree-of-freedom

systems -Duhamel integral, principle of vibration-measuring instruments – seismometer and accelerometer.

Self Learning Topic: Vibration-measuring instruments – seismometer and accelerometer.

10 Hours

UNIT –III

Dynamics of Multi-degree freedom systems: Mathematical models of multi-degree-of-freedom systems, Shear building

concept, free vibration of undamped multi-degree-of-freedom systems - Natural frequencies and mode shapes –

orthogonality property of modes.

Self Learning Topic: Orthogonality property of modes.

10 Hours

UNIT –IV

Response of Shear buildings for harmonic loading without damping using normal mode approach.Response of Shear

buildings for forced vibration for harmonic loading with damping using normal mode approach, condition of damping

uncoupling.

Self Learning Topic: Condition of damping uncoupling.

10 Hours

UNIT –V

Approximate methods: Rayleigh’s method Dunkarley’s method, Stodola’s method. Dynamics of Continuous systems:

Free longitudinal vibration of bars, flexural vibration of beams with different end conditions, Stiffness matrix, mass

matrix (lumped and consistent); equations of motion for the discretised beam in matrix form.

Self Learning Topic: Rayleigh’s method.

10 Hours

Text Books:

1. Anil K. Chopra, “Dynamics of Structures – Theory and Application to Earthquake Engineering”,

Pearson Education, 2nd ed. 2004,

2.Vinod Hosur, “Earthquake Resistant Design of Building Structures”, WILEY (India), First Ed. 2013.

3.M. Mukhopadhyaya, “Vibrations-structural dynamics”, Oxford IBH, first ed. 2000.

Reference Books:

1. Mario Paz, “Structural Dynamics”,CBSPD, Second Ed. 2004.

2.Clough &Penzien, “Dynamics of Structures” :McGraw Hill, Second Ed. 1993



1.To interpret and model the multi degree of freedom systems.[L5]

2. Evaluate the transmissibility of forces and displacements.[L4]

3. Design the base isolation system [L3]

4. Analyse the dynamic structural systems.[L4]


1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integratingexisting and updated knowledge in global perspective. [PO1]

2. Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex engineeringproblems [PO5]

ELECTIVE - A

DESIGN OF INDUSTRIAL STRUCTURES


Course Type: PE CIE Marks: 50


Total Hours: 50SEE

Duration:3 Hours for 100 marks


CLO1: To make the students to learn analysis of industrial structures and for gravity and wind loads.

CLO2: To make the students to design different components of industrial structures.

CLO3: Understand the analysis and design of Transmission line towers

CLO4: To understand the principles of design Light gauge steel structures and Concept of Pre- engineered

buildings.

CLO5: To make the students to design Light gauge steel structures and its components.

Pre-requisites:

1. Design of Steel Structures


3. Theory of Structures

Detailed Syllabus:

UNIT –I

Analysis of industrial building for Gravity and Wind load. Analysis and design of framing components namely, girders,

trusses, gable frames .

10Hours

UNIT –II

Analysis and design of gantry column (stepped column / column with bracket), purlins, bracings including all

connections.

10 Hours

UNIT –III

Analysis of transmission line towers for wind load and design of towers including all connections.

Self Learning Topic: Analysis of transmission line towers for wind load and design of towers including all connections.

10 Hours

UNIT –IV

Forms of light gauge sections, Effective width computation of unstiffened, stiffened, multiple stiffened compression

elements of cold formed light gauge sections. Concept of local buckling of thin elements. Limiting width to thickness

ratio. Post buckling strength.

10 Hours

UNIT –V

Concept of Pre-engineered buildings, Design of compression and tension members of cold formed light gauge

sections, Design of flexural members (Laterally restrained / laterally unrestrained) based on IS -801.

10 Hours

Text Books:

1. N Subramanian- “Design of Steel Structure”Publisher oxford University Press,Pap/Cdr edition May 28, 2008.

2. B.C. Punmia, A.K. Jain “Design of Steel Structures”, Laxmi Publications, New Delhi15 January 2006.

3. Ramchandra and Virendra Gehlot “Design of Steel Structures “Vol 1 Scientific Publishers Journals Dept (30 July

2011) Jodhpur, and Vol.2: Scientific Publishers Journals Dept (1 December 2008), Jodhpur, India

Reference Books:

1.Bureau of Indian Standards, IS800-2007, IS875-1987, IS-801-1975.Steel Tables, SP 6 (1) – 1984

2. Dr Shiyekar “Design of Steel Structures”,Laxmi Publications, New Delhi..

3.Duggal “Limit State Design of Steel Structures”TMH, McGraw Hill Education India Private Limited 28 May 2010

4. Gambir M L“Limit State Design of Steel Structures”



1.Students will be able to describe analysis of industrial structures for gravity and wind loads. [L2]

2.Students will be able tointerpret different components of industrial structures. [L3]

3.Students will be able to Interpretof Transmission line towers [L3]

4. Demonstrate the design Light gauge steel structures and Concept of Pre-engineered buildings. [L3]

5. Students will be able to design Light gauge steel structures and its components. [L6]

Program Outcomes (POs) of the course :

1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same,

integrating existing and updated knowledge in global perspective [PO1]

2. Graduates shall possess ability for independent judgement based on critical analysis and also for

synthesis of information for extensive research in the area of specialization. [PO2]

3. Graduates shall review relevant literature, apply appropriate research methodologies, working

individually or as a team contributing to the advancement of domain knowledge. [PO4]

4. Graduates shall imbibe the professional ethics and integrity for sustainable development of society.

[PO10]

SPECIAL CONCRETES



Hours/week: L – T – P 4–0– 0 SEE Marks: 50


Course Learning Objectives (CLOs):CLO1: Explain the principles of concrete mix design and arrive at suitable mix proportion.

CLO2: Identify types of concrete and explain Light weight concrete and High density concrete.

CLO3: Identify different methods of transporting Ready Mix concrete (RMC) and concepts and

properties of Self compacting concrete (SCC).

CLO4: Explain different mechanical properties of fibres and properties of high performance concrete

(HPC).

Pre-requisites:1. Concrete Technology2. Advanced Concrete Technology

Detailed Syllabus:

UNIT –I

Components of modern concrete and developments in the process and constituent materials: Role ofconstituents, Microstructure of Concrete, Fresh Concrete and its rheology, Development in cements andcement replacement materials fly ash, silica fume, rice husk ash, Mix proportioning of Concrete: byIS:10262-2009.Self Learning Topics: Components of modern concrete and developments in the process and constituentmaterials: Role of constituents, Microstructure of Concrete

10 Hours

UNIT –II

Light Weight concrete: Introduction, classification, properties, strength and durability, mix proportioning andproblems. High density concrete: Radiation shielding ability of concrete, materials for high density concrete,mix proportioning, properties in fresh and hardened state, placement methods.

10 HoursUNIT –III

Ready Mixed Concrete: manufacture, transporting, placing, precautions Self Compacting Concrete: Concept tests,properties, applications and typical Mix-Design.

10 HoursUNIT –IV

Fibre reinforced concrete: Fibre materials, mix proportioning, distribution and orientation, interfacial bond,properties in fresh state, strength and behavior in tension, compression and flexure of steel fibre reinforced concrete,mechanical properties, crack arrest and toughening mechanism, applications.

10 HoursUNIT –V

High Performance concrete: constituents, mix proportioning, properties in fresh and hardened state,applications and limitations. Reactive powder concrete, bacterial concrete.Self Learning Topic : Reactive powder concrete, bacterial concrete.

10 Hours

Text Books:1. P. Kumar Mehta, Paul J.N.Monterio, CONCRETE, “Microstructure, Properties and Materials”- Tata

McGraw Hill.

2. Neville A.M, “Properties of Concrete” Pearson Education Asis, 2000.

Reference Books:1. A.R.Santhakumar “Concrete Technology”-Oxford University Press, New Delhi, 2007.

2. Gambhir M L,“Concrete Technology” TMH.

3. ShettyM.S.“Concrete Technology-Theory & Practice”,S.Chand, NewDelhi,2005


1. Achieve Knowledge of design and development of problem solving skills. [L3,L6]

2. Explain the principles of Concrete mix design. [L2]

3. Design and develop analytical skills. [L6]

4. Distinguish between the Light Weight concrete, Fibre reinforced concrete and High Performance

concrete. [ L4]

Program Outcomes (POs) of the course :1.Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integratingexisting and updated knowledge in global perspective. [PO-1]

2.Graduates shall conceptualise and obtain feasible and optimal solution for engineering problems consideringsocietal and environmental requirements (lateral thinking) [PO-3]

3.Graduates shall be able to apply engineering and management principles for efficient project managementconsidering economical and financial factors. [PO-7]

4.Graduates shall imbibe the professional ethics and integrity for sustainable development of society. [PO-10]

AI AND EXPERT SYSTEMS IN STRUCTURAL ENGINEERING

Course Code: CSE 153 Credits: 4

Course Type: PE CIE Marks: 50Hours/week: L-T-P 4 – 0 – 0 SEE Marks: 50

Total Hours: 50 SEE Duration:3 Hours for 100marks


CLO1: Achieve Knowledge of design and development of problem solving skills.

CLO2: Understand the principles of Object Oriented Programming

CLO3: Design and develop analytical skills.

CLO4: Summarize the Artificial Intelligence and Expert Systems

CLO5: Understands the concept of Knowledge representation.

Pre-requisites:--NIL—

Detailed Syllabus:

Unit - IArtificial Intelligence: Introduction: AI – Applications fields, defining the problems – state spacerepresentation – problem characteristics – production system – production system characteristics. KnowledgeRepresentation: Formal logic – predicate logic – logic programming – forward v/s backward reasoning –matching control knowledge.Self Learning Topics: Matching control knowledge.

10Hours

Unit - IISearch and Control: Concepts – uninformed / blind search: depth first search – breadth first search - bi-directional search – informed search – heuristic graph search – generate and test - hill climbing – best–firstsearch – AND OR graph Non-formal Knowledge Representation semantic networks – frames – scripts –production systems. Programming in LIS.

10HoursUnit – IIIExpert Systems: Their superiority over conventional software – components of an expert system – expertsystem life cycle – expert components of an expert system – expert system life cycle – expert systemdevelopment process – nature of expert knowledge – techniques of soliciting and encoding expert knowledge.Inference: Forward chaining – backward chaining – rule value approach.Self Learning Topics: Techniques of soliciting and encoding expert knowledge.

10 Hours

Unit – IVUncertainty symbolic reasoning under uncertainty: logic for non-monotonic reasoning. Statistical reasoning:Probability and Bayes' theorem – certainty factor and rule based systems – Bayesian network -Dempster –Shafer theory .

10 HoursUnit – VFuzzy reasoning and Neural Networks: Features of rule-based, network- based and frame -based expert systems– examples of expert systems in Construction Management and Structural Engg. Expert system shells. NeuralNetworks: An introduction – their possible applications in Civil Engineering.

10 Hours

Text Books:1. Adeli, H., “Expert Systems in Constructions and Structural Engg”, Chapman & Hall, New York,1990.2. Patterson D W, “Artificial Intelligence and Expert Systems”, Prentice Hall, New Jersy,1980

Reference Books:1. Rich, E. and Knight K. “Artificial Intelligence”, TMH, New Delhi,1990.2. Rolston ,D.W., “Artificial Intelligence and Expert Systems” McGraw Hill, NewYork.20003. Nilsson, N.J., “Principles of Artificial Intelligence”,Narosa., New Delhi,1980.


1. To be able to understand expert systems to achieve fairly high levels of performance in task areas

which require a good deal of specialized knowledge and training.[L2]

2. To be able todevelop expert systems to perform tasks which are physically difficult, tedious, or

expensive to have a human perform [L3]

3. To be able to understand AI system and its application fields [L2]

4. To be able to Analyzelogic programming in the expert system [L4]

Program Outcomes (POs) of the course :1.Graduates shall possess ability for independent judgement based on critical analysis and also for synthesisof information for extensive research in the area of specialization.[ PO-2]

2.Graduates shall conceptualise and obtain feasible and optimal solution for engineering problems consideringsocietal and environmental requirements (lateral thinking) [PO-3]

3.Graduates shall be able to adopt modern techniques, analytical tools and softwares for complex engineeringproblems.[ PO-5]

SEMESTER-I

STRUCTURAL ENGINEERING LAB


Course Type: PC CIE Marks: 25Hours/week: L – T – P 0-0-2 SEE Marks: 25Total Hours: 48 SEE Duration: 3 Hours

Course Learning Objectives (CLOs):CLO1: Make students to learn principles of design of experiments

CLO2: To investigate the performance of structural elements .

CLO3: Evaluate the different testing methods and equipments.

List of Experiments:1. Testing of beams for deflection, flexure and shear.

12 Hours2. Experiments on Concrete, including Mix design

12 Hours3. Experiments on vibration of multi storey frame models for Natural frequency and modes.

12 Hours4.Use of Non destructive testing (NDT) equipments – Rebound hammer, Ultra sonic pulse velocity meter andProfometer.

12 Hours

Reference Books:1. Neville A.M, "Property of Concrete", Pearson Education Ltd. New Delhi. 5th Edition, 2011.

2. M.S.Shetty, "ConcreteTechonology",S.Chand and company Pvt. Ltd. New Delhi. Kindle Edition, 2014

Course Outcomes (COs):Upon successful completion of this course, students will be able to

1. Achieve Knowledge of design and development of experimenting skills.[L6]

2. Understand the principles of design of experiments [L2]

3. Design and develop analytical skills.[L6]

4. Summarize the testing methods and equipments. [L2]

Program Outcomes (POs) of the course:1. Students shall possess ability for independent judgment based on critical analysis and also for synthesis ofinformation for extensive research in the area of specialization. [PO2]

2. Graduates shall review relevant literature, apply appropriate research methodologies, working individuallyor as a team contributing to the advancement of domain knowledge. [PO4]

Scheme of Continuous Internal Evaluation (CIE) for Lab:

CIEConduct of lab 10

25Journal 10Lab test 5

Scheme of Semester End Examination (SEE) for Lab:

SEE Final Examination Conduct of experiments 20 25Viva-voce 5

SEMESTER –II

THEORY OF PLATES AND SHELLS




3 Hours for 100 marks


CLO1: Classify plates and develop moment curvature relationship for slightly bent plates

CLO2: Understand the behavior of circular plate in bending and analyze symmetrically loaded circular plates

and apply the theory practical problems.

CLO3: Analyze laterally loaded rectangular plates for different load and boundary conditions by Nervier and

Levy’s solutions and solve practical/numerical problems

CLO4: Classify and develop membrane theory for analysis of singly and doubly curved shells and design

them; understand beam and arch analysis for cylindrical shells

CLO5: Apply the concept of bending theory for analyzing cylindrical and spherical shells

Pre-requisites:

1. Engineering Mathematics


3. Theory of elasticity/Mechanics of solids

4. Design of RCC Structures.

Detailed Syllabus:

UNIT-I

Introduction to plates and moment curvature relationship for slightly bent plates, Definition and

Classification of plates, Differential equation for cylindrical bending of Long Rectangular plates, Slope and

Curvature of slightly bent plates, Relations between Bending Moments and Curvature in Pure Bending of

Plates, Particular Cases of Pure Bending, Strain Energy in Pure Bending of Plates.

Self Learning Topic: Strain Energy in Pure Bending of Plates.

10 Hours

UNIT- II

Symmetrical Bending of Circular Plates

Differential equation for Symmetrical Bending of Laterally Loaded Circular Plates, Uniformly Loaded Circular

Plates, Circular Plate with a Circular Hole at the Center, Circular Plate Concentrically Loaded, Circular Plate

Loaded at the center.

Self Learning Topic: Circular Plate Concentrically Loaded, Circular Plate Loaded at the center

08 Hours

UNIT-III

SmallDeflections of Laterally Loaded Plates

The Differential Equation of the Deflection Surface, Boundary Conditions, Simply Supported Rectangular

Plates under Sinusoidal Load, Navier Solution for simply supported rectangular Plates, Application of the

Navier Solution, Levy’s solution for Simply Supported and Uniformly Loaded Rectangular Plates, Simply

Supported Rectangular Plates under Hydrostatic Pressure, Simple numerical problems related to the above

cases.

Self Learning Topic: Simply Supported Rectangular Plates under Hydrostatic Pressure

12 Hours

UNIT -IV

Introduction to Shell Structures and Membrane Analysis

Definition, notation and Classification of Shells, Stress resultants in a shell element, Long Shells and Short

Shells, Beam Theory of Cylindrical Shells. Membrane Analysis of Shells in the form of Surface of Revolution

and loaded symmetrically. Particular cases of Shells in the form of surface of revolution (Spherical Dome

subjected to own weight and Spherical Dome with an Opening subjected to Lantern Load, Conical Shells

Subjected to the Load at the Crown and Lateral Forces).Particular cases of Membrane Theory of Cylindrical

Shells (Simply Supported Shell Subjected to UDL, Pipes filled with Liquid).Simple numerical problems related

to above cases.

12 Hours

UNIT-V

Bending theory of Shells

Bending Theory of Shells in the form of a Surface of revolution, Bending Theory of Cylindrical Shells, Simple

numerical problems related to the above cases.

08 Hours

Text Books:

1. Timosheko, S. and Woinowsky-Krieger, W., “Theory of Plates and Shells”, 2nd Edition, McGraw-Hill

Co., New York, 1959

2. Ramaswamy G.S. – “Design and Constructions of Concrete Shell Roofs” – CBS Publishers and

Distributors – New Delhi – 1986.

Reference Books:

1. Ugural, A. C. “Stresses in Plates and Shells”, 2nd edition, McGraw-Hill, 1999.

2. R. Szilard, “Theory and analysis of plates - classical and numerical methods”, Prentice Hall, 1994

3.Chatterjee.B.K. – “Theory and Design of Concrete Shell”, – Chapman & Hall, New york-third edition,

1988

4. N.Krishnaraju “Advanced Reinforced Concrete Structures”.



1. To be able to understand and comprehend the basic concepts of Plates. [L2]

2. Demonstrate the knowledge of analysis of circular plates for different loading and edge conditions.

[L4]

3. Explain and apply the principles of analysis and design of rectangular plates for various loading and

boundary conditions. [L2, 3, 4]

4. Acquire the knowledge regarding the basic concepts of shell structures. [L2]

5. Develop the skills required for the analysis and design of shells of single and double curvatures by

membrane and bending theories. [L3, 4, 5, 6]



integrating existing and updated knowledge in global perspective. [PO1]



3. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems

considering societal and environmental requirements (lateral thinking)[PO3]


individually or as a team contributing to the advancement of domain knowledge.[PO4]

5. Graduates shall be able to adopt modern techniques, analytical tools and software for complex

engineering problems.[PO5]

EARTHQUAKE RESISTANT DESIGN OF STRUCTURES




Total Hours: 50SEE


Course Learning Objectives (CLOs):CLO1: Understand the seismic action and response.


CLO3: Design for seismic resistance of building structures.

CLO4: Apply the concept of ductility, damping and seismic isolation.

CLO5: Evaluate and summarize the seismic response characteristics of structural systems.

Pre-requisites:

1. Structural Dynamics


Detailed Syllabus:UNIT –IIntroduction to engineering seismology, Geological and tectonic features of India, Origin and propagation ofseismic waves, characteristics of earthquake and its quantification – Magnitude and Intensity scales, seismicinstruments. Earthquake Hazards in India, Earthquake Risk Evaluation and Mitigation. Structural behaviorunder gravity and seismic loads, Lateral load resisting structural systems, Requirements of efficientearthquake resistant structural system, damping devises, base isolation systems.Self Learning Topic: Geological and tectonic features of India, Earthquake Hazards in India

10 Hours

UNIT –II

The Response history and strong motion characteristics. Response Spectrum – elastic and inelastic responsespectra, tripartite (D-V-A) response spectrum, use of response spectrum in earthquake resistantdesign.Computation of seismic forces in multi-storeyed buildings – using procedures (Equivalent lateral forceand dynamic analysis) as per IS-1893.Self Learning Topic: Inelastic response spectra

10 Hours

UNIT –III

Structural Configuration for earthquake resistant design, Concept of plan irregularities and verticalirregularities, Soft storey, Torsion in buildings. Design provisions for these in IS-1893. Effect of infill masonrywalls on frames, modeling concepts of infill masonry walls.Behaviour of masonry buildings duringearthquakes, failure patterns, strength of masonry in shear and flexure, Slenderness concept of masonrywalls, concepts for earthquake resistant masonry buildings – codal provisions.Self Learning Topic: Concepts for earthquake resistant masonry buildings – codal provisions.

10 Hours

UNIT –IV

Design of Reinforced concrete buildings for earthquake resistance-Load combinations, Ductility and energyabsorption in buildings.Confinement of concrete for ductility, design of columns and beams for ductility,ductile detailing provisions as per IS-1893. Structural behavior, design and ductile detailing of shear walls.

10 Hours

UNIT –V

Seismic response control concepts – Seismic demand, seismic capacity, Overview of linear and nonlinearprocedures of seismic analysis. Performance Based Seismic Engineering methodology, Seismic evaluationand retrofitting of structures.Self Learning Topic: Performance Based Seismic Engineering methodology

10 HoursText Books:

1. Anil K. Chopra, “Dynamics of Structures – Theory and Application to EarthquakeEngineering”,Pearson, Third Edition, 2001.

2. Vinod Hosur, “Earthquake Resistant Design of Building Structures” ,WILEY (India), 2013.3. Pankaj Agarwal, Manish Shrikande, “Earthquake resistant design of structures”– Prentice Hall of

India, Fourth Print, 2007.

Reference Books:1. IS – 1893 (Part I): 2002, IS – 13920: 1993, IS – 4326: 1993, IS-13828: 1993 –BIS.


1. Have in-depth knowledge to understand Earthquake Engineering. [L2]

2. Be able to analyze structures to determine the Earthquake loads acting on them. [L4]

3. Be able to identify the irregularities in a structure and suggest feasible solutions. [L2]

4. Be able to review and understand literature and apply concepts in research.[L2, L3]

5. Fulfill their social responsibility by designing structures that are earthquake resistant and reduce the

loss to life and property. [L6]

Program Outcomes (POs) of the course1.Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integratingexisting and updated knowledge in global perspective.[PO1]

2.Graduates shall possess ability for independent judgement based on critical analysis and also forsynthesis of information for extensive research in the area of specialization.[PO2]

3.Graduates shall conceptualise and obtain feasible and optimal solution for engineering problemsconsidering societal and environmental requirements (lateral thinking)[PO3]

4.Graduates shall review relevant literature, apply appropriate research methodologies, workingindividually or as a team contributing to the advancement of domain knowledge.[PO4]

5.Graduates shall imbibe the professional ethics and integrity for sustainable development ofsociety.[PO10]

FINITE ELEMENT METHOD OF ANALYSIS






CLO1: Understand the process of Finite Element Analysis by gaining the knowledge of types of elements,

energy concepts, matrix displacement formulation.

CLO2: Achieve Knowledge of displacement functions, natural coordinates, shape functions by various

methods.

CLO3: Understand strain displacement matrix, stiffness matrix and nodal vector.

CLO4: Understand various energy concepts used to solve FEA problems

CLO5: Impart the knowledge and information about FEA so that the students can make use of it in Designing

and analyzing a real life project.

Pre-requisites:


2. Matrix Methods of Structural Analysis

3. Theory of Elasticity and Plasticity

Detailed Syllabus:

UNIT- I

Basic Concepts of FEM, Brief History of FEM, comparison of FEM with other Methods Concepts of Plane

stress and Plane strain problem, Matrix displacement formulation, Structure of computer program for FEM

analysis, description of different modules, pre and post processing. Discussion of FEM software available in

present scenario

Self Learning Topic: FEM software available in present scenario

10Hours

UNIT -II

Basic elements & Co-ordinate system (1D 2D & 3D) used in FEM, Displacement functions, Natural Co-

ordinates constructions of displacement functions for Natural Co-ordinates various elements. Convergence

and compatibility requirement for displacement functions, Shape functions for various elements by using

generalized co-ordinates approach, Polynomials and by using Natural Co-ordinates

10 Hours

Unit -III

Shape functions for various elements (1D 2D & 3D) by using Lagrangian, Serendipity and Harmitian concepts,

Degradation Technique, Strain displacement Matrix, Stiffness matrix formulation for CST and Four noded

quadrilateral elements, Element aspect ratio, mesh refinement and higher order elements, numbering of

nodes to minimize band width.

10 Hours

UNIT -IV

Potential energy concepts& Problems Raleigh - Ritz Method, Isoparametric, sub parametric and super-

parametric elements, stiffness matrix, Co-ordinates transformation, convergence requirement for

isoparametric elements, numerical integration characteristics of isoparametric quadrilateral elements

Self Learning Topic: Raleigh - Ritz Method

10 Hours

UNIT -V

Applications of FEM for the analysis of 1-D and 2-D problems Analysis of truss, continuous beam and simple

plane frame problems, Applications of plates and shells, choice of displacement functions (C0, C1 and C2

type).

Self Learning Topic: Analysis of simple plane frame problems

10 Hours

Text Books:

1. Robert D Cook, David S Malkus, Michael E Pleasha& Robert J Witt, “Concepts and Applications of

FEA”- Fourth Edition Wiley India Pvt Ltd New Delhi 2014.

2. Krishnamoorthy – “Finite Element Analysis– Theory and Programming”, Second Edition Tata

McGraw Hill Co. Ltd., New Delhi 2005.

3. J.F. Abel and Desai. C.S,“Introduction to the Finite Element Method”, Second Edition CBS Publisher,

New Delhi 2000.

4. Daryl L. Logan, “A first course in the Finite Element Methods”,Fifth Edition Cengage Publisher New

Delhi 2012.

Reference Books:

1. Rajasekharan.S, “Finite element analysis in engineering design”, First Edition Allahabad Wheeler

Publishing 1993.

2. Bathe K.J, “Finite Element Procedures”, Second Edition PHI Pvt. Ltd., New Delhi 2001.

3. Zienkeiwicz. O.C., “The Finite Element Method”, Second Edition Tata McGraw Hill Co. Ltd., New Delhi

2003.

4. S.S. Bhavikatti, “Finite Element Analysis”, First Edition New Age International Publishers, New Delhi

2009.



1. Explain the Back ground of FEA and its applications in structural analysis [L2]

2. Discuss displacement functions, natural coordinate applications of FEA [L6]

3. Formulate the shape functions for various elements by various approaches [L6]

4. Explain the structure of computer programming for FEA and processor(Pre and Post) [L2]

5. Apply FEA concepts in Designing and analyzing real life problems. [L3]


1. Graduates shall be able to understand and apply the basic mathematical and scientific concepts

that underlie the field of Civil Engineering.[PO1]

2. Graduates shall possess the ability to review the research literature and analyse complex


3. Graduates shall be able to design and conduct experiments and interpret the results as per the

current research.[PO4]

4. Graduates shall possess critical thinking abilities, problem solving skills and familiarity with the

necessary computational tools and procedures.[PO5]

DESIGN CONCEPTS OF SUBSTRUCTURES





marks

Course Learning Objectives (CLOs):CLO1: To learn techniques of subsoil exploration and selection of foundation

CLO2: Understanding the effective stress concept and apply to the design of foundation

CLO3: To understand the design concepts of rafts and combined footings

CLO4: To be able to design the deep foundations under various conditions

CLO5: To study the foundation design aspects of special structures.

Pre-requisites:1.Geotechnical Engineering -I2.Geotechnical Engineering –II

Detailed Syllabus:UNIT -IIntroduction, Site investigation, In-situ testing of soils, Subsoil exploration, Classification of foundationssystems. General requirement of foundations, Selection of foundations, Computations of Loads, Designconcepts.Self Learning Topic: Study of bore-log and selection of foundation- case study.

10 Hours

UNIT-IIConcept of soil shear strength parameters, Settlement analysis of footings, Shallow foundations in clay,Shallow foundation in sand & C-Ô soils, Footings on layered soils and sloping ground, Design for Eccentric orMoment Loads.Self Learning Topic: Settlement of footings on layered soils- case study.

10 Hours

UNIT-IIITypes of rafts, bearing capacity & settlements of raft foundation, Rigid methods, Flexible methods, soil-structure interaction, different methods of modeling the soil. Combined footings (rectangular & trapezoidal),strap footings & wall footings, Raft –super structure interaction effects & general concepts of structuraldesign, Basement slabs.Self Learning Topic: Conventional design of raft- case study.

10 Hours

UNIT-IVDeep Foundations: Load Transfer in Deep Foundations, Types of Deep Foundations, Ultimate bearingcapacity of different types of piles in different soil conditions, Laterally loaded piles, tension piles & batterpiles, Pile groups: Bearing capacity, settlement, uplift capacity, load distribution between piles,Proportioning and design concepts of piles.Self Learning Topic: Design of pile/pile group - case study.

10 Hours

UNIT-VTypes of caissons, Analysis of well foundations, Design principles, Well construction and sinking. Foundationsfor tower structures: Introduction, Forces on tower foundations, Selection of foundation type, Stability anddesign considerations, Ring foundations – general concepts.Self Learning Topic: Design of some components of well foundation.

10 Hours

Important Note:Only design principles of all type footings as per relevant BIS codes are to be covered, design of RC elementsneed not be covered.

Text Books:1. Alam Singh and Chowdhary G.R. “Soil Engineering in Theory and Practice”, CBS Publishers andDistributors Ltd., New Delhi, (1994).2. Punmia B.C. Soil Mechanics and Foundation Engg, 16th Edition Laxmi Publications Co. , New Delhi,(2005).

Reference Books:1. Swami Saran – “Analysis & Design of Substructures”- Oxford & IBH Pub. Co. Pvt. Ltd., 1998.2. Nainan P Kurian – “Design of Foundation Systems”-Narosa Publishing House, 1992.3. R.B. Peck, W.E. Hanson & T.H. Thornburn – “Foundation Engineering”- Wiley Eastern Ltd.,Second Edition,1984.4. J.E. Bowles – “Foundation Analysis and Design”- McGraw-Hill Int. Editions, Fifth Ed., 1996.

5. W.C. Teng – “Foundation Design”- Prentice Hall of India Pvt. Ltd., 1983.6. Bureau of Indian Standards: IS-1498, IS-1892, IS-1904, IS-6403, IS 8009, IS-2950, IS-11089, IS-11233, IS-2911 and all other relevant codes.


1. To be able to analyze and understand site investigation report. [L2, L4]

2. To proportion and design the sub structures. [L6]

3. To evaluate the soil shear strength parameters. [L5]

4. To design the foundation for special structures. [L6]

Program Outcomes (POs) of the course:1. Graduates shall acquire in-depth knowledge in design concepts of foundations and update the same,


2. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems in

sub structure designs considering environmental requirements [PO3].

3. Graduates shall engage in life-long learning with motivation and commitment for professional

advancement. [PO9]

ELECTIVE-BDESIGN OF CONCRETE BRIDGES



Hours/week: L-T-P 4 – 0 – 0 SEE Marks: 50


Course Learning Objectives (CLOs):CLO1: Understand the Essentials of bridge engineering

CLO2: Develop skills to analyze super-structure

CLO3: Develop skills to analyze sub-structure, and

CLO4: Develop skills to analyze foundation

CLO5: Develop skills to reinforcement detailing of bridges.

Pre-requisites:1. Advanced Design of RCC structures

Detailed Syllabus:UNIT -I

Introduction: Selection of Bridge site and planning, Classification ofbridges, Highway Bridge LoadingStandards, Impact Factors, Railway Bridge Loading Standards. Bridge substructures: Pier; Abutment; Wingwalls; Importance of Soil-Structure Interaction; Types of foundations. Open foundation; Pile foundation;Well foundation.Bridge Bearings: General features, Types of bearings, Designprinciples and examples of Steel Rocker andRoller Bearings, Reinforced Concrete Rocker Bearing and Elastomeric Pad & Pot Bearing.Self Learning Topics: Detailing of foundation reinforcements.

12 HoursUNIT -IIBox and slab Culvert: Different Loading Cases IRC Class AA Tracked, Wheeled and Class A Loading. Workingout the worst combination of loading, Moment Distribution, Calculation of BM & SF, Structural design bylimit state method, with Reinforcement Details

08 HoursUNIT -IIIT Beam Bridge Slab Design: Proportioning of Components Analysisof interior Slab & Cantilever Slab UsingIRC Class AA Tracked, Wheeled and Class A Loading. Structural design by limit state method, withReinforcement DetailsBeam Bridge Main Girder Design: Analysis of Main Girder for DeadLoad & Live Load Using IRC Class AATracked, Wheeled and Class A Loading Using COURBON'S Method, BM & SF for different loads, Structuraldesign by limit state method, with Reinforcement Details.

10 HoursUNIT -IVT Beam Bridge Cross Girder Design: Analysis of Cross Girder for Dead Load & Live Load Using IRC Class AATracked, Wheeled, Class A Loading, Structural design of beam by limit state method, with ReinforcementDetails.Cable Stayed Bridges: General features, Components of CableStayed Bridges, Towers or Pylons, Types ofCable Stays, Longitudinal Cable Arrangement, Advantages of Cable Stayed Bridges, Basic concepts ofStructural analysis and Structural anchorages.

10 HoursUNIT -VPSC Bridges: Introduction to Pre and Post Tensioning, Proportioningof Components, Analysis and StructuralDesign of Slab, Analysis of Main Girder using COURBON's Method for IRC Class AA trackedvehicle,Calculation of pre-stressingforce, cable profile and calculation of stresses, Design of End block and detailingof main girder.Self Learning Topics: Detailing of cable profile in deck slab and main girder.

10 Hours

Text Books:1. D Johnson Victor, “Essentials of Bridge Engineering”, Oxford & IBH Publishing Co New Delhi., Sixth

edition, 2007

2. N Krishna Raju, “Essentials of Bridge Engineering”, Oxford & IBH Publishing Co New Delhi., Sixth edition,2010

3. S P Bindra, “Principles and Practice of Bridge Engineering” Dhanpat Rai & Sons, New Delhi., Secondedition, 2011

4. Raina V.K., “Concrete Bridge Practice”- Shroff Publishers and Distributors Pvt. Ltd; Third edition 13November 2007

Reference Books:

1. IRC 6 – 2000“Standard Specifications And Code Of Practice For Road Bridges” Section II Loads and

Stresses, The Indian Road Congress New Delhi.

2. IRC 21 – 2000“Standard Specifications And Code Of Practice For Road Bridges”-Section III Cement

Concrete (Plain and reinforced) The Indian Road Congress New Delhi

3. IRC: 112 –2011“Code Of Practice for Concrete Road Bridges”, The Indian Road Congress New Delhi.

4. IS 456 – 2000 “Indian Standard Plain and Reinforced Concrete Code of Practice”- (Fourth Revision)

BIS New Delhi

5. IS 1343-2012 – “Indian Standard Prestressed Concrete Code of Practice”-BIS New Delhi


1. Describe the load flow mechanism and identify loads on bridges. [L2]

2. Develop understanding and appreciation for basic concepts in proportioning and design of bridges in

terms of aesthetics, geographical location and functionality. [L6]

3. Develop an intuitive feeling about the sizing of bridge elements, ie. Develop a clear understanding of

conceptual design. [L6]

4. Design of bridge starting from conceptual design, selecting suitable bridge, geometry to sizing of its

elements. [L6]

Program Outcomes (POs) of the course:1.Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integrating

existing and updated knowledge in global perspective.[PO-1]

2.Graduates shall possess ability for independent judgment based on critical analysis and also for synthesis

of information for extensive research in the area of specialization.[PO-2]

DESIGN OF TALL STRUCTURES




Total Hours: 50SEEDuration


Course Learning Objectives (CLOs):CLO1: To make the students to learn Philosophy and different loads acting on Tall Structures.

CLO2: To make the students to access the wind load and Earthquake load effect on Tall Structures.

CLO3: Understand the various structural forms.

CLO4: To understand the principles of approximate and accurate modeling analysis.

CLO5: To make the students to understand the principles of Stability analysis and P Delta effect.

Pre-requisites:1. Design of Steel and RCC Structures2. Strength of Materials3. Structural Analysis

Detailed Syllabus:UNIT –IDesign philosophy, loading, sequential loading, and materials – high performance concrete, fiber reinforced concrete,lightweight concrete, design mixes. Loading and Movement: Gravity loading: Dead and live load, methods of live loadreduction, Impact, Gravity loading, Construction loads.

10 HoursUNIT –IIWind loading: static and dynamic approach, Analytical and wind tunnel experimentation method. Earthquake loading:Equivalent lateral force, modal analysis, combinations of loading, working stress design, Limit state design, Plasticdesign.

10 HoursUNIT –IIIBehavior of Various Structural Systems: Factors affecting growth, Height and structural form; High rise behavior,Concepts of Rigid frames, braced frames, in-filled frames, shear walls, coupled shear walls, wall-frames, tubular, cores,Futigger – braced and hybrid mega system.

10 HoursUNIT –IVAnalysis and Design: Modeling for approximate analysis, accurate analysis and reduction techniques, analysis ofbuilding as total structural system considering overall integrity and major subsystem interaction, analysis for memberforces; drift and twist, computerized general three dimensional analyses.

10 Hours

UNIT –VStability of Tall Buildings: Overall buckling analysis of frames, wall frames, approximate methods, secondorder effects of gravity of loading, P-Delta analysis, simultaneous first order and P-Delta analysis,Transnational, Torsional instability, out of plum effects, stiffness of member in stability, effect of foundationrotation. Structural elements: sectional shapes, properties and resisting capacities, design, deflection,cracking, pre-stressing, shear flow. Design for differential movement, creep and shrinkage effects,temperature effects and fire.Self Learning Topics: Transnational, Torsional instability, out of plum effects, stiffness of member in stability,effect of foundation rotation. Structural elements: sectional shapes, properties and resisting capacities,design, deflection, cracking, pre-stressing, shear flow. Design for differential movement, creep and shrinkageeffects, temperature effects and fire.

10 Hours

Text Books:1. Taranath B.S, “Structural Analysis and Design of Tall Buildings”- McGraw Hill

2. Wolf gang Schuller, “High rise building structures”- John Wiley & Sons Inc April 1977.

3. Bryan Stafford Smith & Alexcoull, “Tall building structures Analysis and Design”- John Wiley & Sons 13

September 1991.

4. T.Y Lin & D.Stotes Burry, “Structural concepts and system for Architects and Engineers”- John Wiley.

Reference Books:1. Lynn S.Beedle, “Advances in Tall Buildings”- CBS Publishers and Distributors.

2. Dr. Y.P. Gupta – Editor, “Proceedings National Seminar on High Rise Structures- Design and Construction

practices for middle level cities”- New Age International Limited.


1. Describe the Philosophy and different loads acting on Tall Structures.[L2]

2. To access the wind load and Earthquake load effect on Tall Structures.[L3]

3. Describe the various structural forms.[L2]

4. Demonstrate Knowledge the principles of approximate and accurate modeling analysis.[L3]

5. Demonstrate Knowledge the principles of Stability analysis and P Delta effect.[L3]


1. Graduates shall acquire in-depth knowledge in Structural Engineering and update the same,integrating existing and updated knowledge in global perspective [PO1]

2. Graduates shall possess ability for independent judgment based on critical analysis and also forsynthesis of information for extensive research in the area of specialization. [PO2]

3. Graduates shall review relevant literature, apply appropriate research methodologies, workingindividually or as a team contributing to the advancement of domain knowledge. [PO4]

4. Graduates shall imbibe the professional ethics and integrity for sustainable development of society.[PO10]

REPAIR AND REHABILITATION OF STRUCTURES



Hours/week: L – T – P 4-0-0 SEE Marks: 50



Course Learning Objectives (CLOs)CLO1: To make students understand the cause of deterioration of concrete structures.

CLO2: To understand the assessment procedure for evaluating a damaged structure by using the testing

techniques.

CLO3: To evaluate the performance of the materials for repair.

CLO4: To understand the Serviceability and Durability criteria for rehabilitation.

CLO5: To study a real time example of repair and rehabilitation of a RC structure.

Pre-requisites:1. 1.Analysis of determinate and indeterminate structures2. Design of R.C.C Structures

Detailed Syllabus:UNIT-IIntroduction: FRACTURE MECHANICSDefinition of stress intensity factor. Fracture toughness. Energy release rate, critical energy release rate.Crack mouth opening displacement, R-curve. Elasto-plastic fracture mechanics and J-integral.Mixed-modecrack propagation, fatigue crack propagation.Computational fracture mechanics. Introduction to fracture ofquasi-brittle materials like concrete, Non-linear fracture models with softening, Size effect in fracture ofconcrete, Cause of deterioration of concrete structures.

08 HoursUNIT-IIInfluence on Serviceability and Durability:Diagnostic methods & analysis, preliminary investigations, experimental investigations using NDT, loadtesting, corrosion mapping, core drilling and other instrumental methods Quality assurance for concreteconstruction as built concrete properties strength, permeability, thermal properties and cracking. Effects dueto climate, temperature, chemicals, wear and erosion, Design and construction errors, corrosion mechanism,Effects of cover thickness and cracking, methods of corrosion protection, corrosion inhibitors, corrosionresistant steels, coatings, cathodic protection.Self Learning Topics: Experimental investigations using NDT

12 HoursUNIT-IIIMaintenance and Repair Strategies:Definitions: Maintenance, repair and rehabilitation, Facets of Maintenance importance of MaintenancePreventive measures on various aspects. Inspection, Assessment procedure for evaluating a damagedstructure causes of deterioration - testing techniques.

10HoursUNIT-IVMaterials for Repair:Special concretes and mortars, concrete chemicals, special elements for accelerated strength gain, Expansivecement, polymer concrete, sulphur infiltrated concrete, Ferro cement, Fiber reinforced concrete. Techniquesfor Repair: Rust eliminators and polymers coating for rebar during repair foamed concrete, mortar and drypack, vacuum concrete, Gunite and Shot Crete Epoxy injection, Mortar repair for cracks, shoring andunderpinning.

12 HoursUNIT-VExamples of Repair to Structures:Repairs to overcome low member strength, Deflection, Cracking, Chemical disruption, weathering wear, fire,leakage, marine exposure, engineered demolition techniques fordilapidated structures - case studies.Self Learning Topics: case studies 08 Hours

Text Books:1. Modi & Patel “Repair and Rehabilitation of ConcreteStructures” Prentice Hall of India, 2015.

2. P.C Varghese “Maintenance Repair and Rehabilitation and minor works of buildings”,

Prentice Hall of India, 2014

Reference Books:

1. R.T.Allen and S.C. Edwards, “Repair of Concrete Structures”-Blakie and Sons2. Raiker R.N., “Learning for failure from Deficiencies in Design, Construction and Service”- R&D Center(SDCPL)

3. Anderson, T. L., “Fracture Mechanics: Fundamentals and Applications”, CRC Press, USA, Second Edition.

4. Sidney, M. Johnson “Deterioration, Maintenance and Repair of Structures”.5. Denison Campbell, Allen & Harold Roper, “Concrete Structures – Materials, Maintenance

And Repair”- Longman Scientific and Technical.

6.David Broek, “Elementary Engineering Fracture Mechanics”,Sijthoff and Noordhaff, Alphen Aan Den Rijn,The Netherlands.

7. Alexander Mark G, “Concrete Repair , Rehabilitation and Retrofitting III”, CRC Press, Netherlands 2012.

8. Handbook on “Repair and rehabilitation of RCC buildings”, Director General (Works) CPWD,2002.


1. Recognize the structural deficiencies and problems in RC structures. [L2]

2. Analyze critically RC structures for structural deficiencies using modern tools like NDT equipments.

[L4]

3. Solve the problem by suggesting suitable methods of repair and rehabilitation. [L3]

4. Employ repair and rehabilitation of RC structures for sustainable development by improving the

useable life of the structure.[L3]

5. Evaluate the present societal needs and solve them by rehabilitating old structures. [L3, L5]

Program Outcomes (POs) of the course:1.Graduates shall possess ability for independent judgment based on critical analysis and also for synthesis

of information for extensive research in the area of specialization. [PO-2]

2.Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems

considering societal and environmental requirements (lateral thinking) [PO-3]

3.Graduates shall imbibe the professional ethics and integrity for sustainable development of society. [PO-

10]

SEMESTER –II

THEORY OF PLATES AND SHELLS






CLO1: Classify plates and develop moment curvature relationship for slightly bent plates

CLO2: Understand the behavior of circular plate in bending and analyze symmetrically loaded circular plates

and apply the theory practical problems.

CLO3: Analyze laterally loaded rectangular plates for different load and boundary conditions by Nervier and

Levy’s solutions and solve practical/numerical problems

CLO4: Classify and develop membrane theory for analysis of singly and doubly curved shells and design

them; understand beam and arch analysis for cylindrical shells

CLO5: Apply the concept of bending theory for analyzing cylindrical and spherical shells

Pre-requisites:

5. Engineering Mathematics


7. Theory of elasticity/Mechanics of solids


Detailed Syllabus:

UNIT-I

Introduction to plates and moment curvature relationship for slightly bent plates, Definition and

Classification of plates, Differential equation for cylindrical bending of Long Rectangular plates, Slope and

Curvature of slightly bent plates, Relations between Bending Moments and Curvature in Pure Bending of

Plates, Particular Cases of Pure Bending, Strain Energy in Pure Bending of Plates.

Self Learning Topic: Strain Energy in Pure Bending of Plates.

10 Hours

UNIT- II

Symmetrical Bending of Circular Plates

Differential equation for Symmetrical Bending of Laterally Loaded Circular Plates, Uniformly Loaded Circular

Plates, Circular Plate with a Circular Hole at the Center, Circular Plate Concentrically Loaded, Circular Plate

Loaded at the center.

Self Learning Topic: Circular Plate Concentrically Loaded, Circular Plate Loaded at the center

08 Hours

UNIT-III

SmallDeflections of Laterally Loaded Plates

The Differential Equation of the Deflection Surface, Boundary Conditions, Simply Supported Rectangular

Plates under Sinusoidal Load, Navier Solution for simply supported rectangular Plates, Application of the

Navier Solution, Levy’s solution for Simply Supported and Uniformly Loaded Rectangular Plates, Simply

Supported Rectangular Plates under Hydrostatic Pressure, Simple numerical problems related to the above

cases.

Self Learning Topic: Simply Supported Rectangular Plates under Hydrostatic Pressure

12 Hours

UNIT -IV

Introduction to Shell Structures and Membrane Analysis

Definition, notation and Classification of Shells, Stress resultants in a shell element, Long Shells and Short

Shells, Beam Theory of Cylindrical Shells. Membrane Analysis of Shells in the form of Surface of Revolution

and loaded symmetrically. Particular cases of Shells in the form of surface of revolution (Spherical Dome

subjected to own weight and Spherical Dome with an Opening subjected to Lantern Load, Conical Shells

Subjected to the Load at the Crown and Lateral Forces).Particular cases of Membrane Theory of Cylindrical

Shells (Simply Supported Shell Subjected to UDL, Pipes filled with Liquid).Simple numerical problems related

to above cases.

12 Hours

UNIT-V

Bending theory of Shells

Bending Theory of Shells in the form of a Surface of revolution, Bending Theory of Cylindrical Shells, Simple

numerical problems related to the above cases.

08 Hours

Text Books:

3. Timosheko, S. and Woinowsky-Krieger, W., “Theory of Plates and Shells”, 2nd Edition, McGraw-Hill

Co., New York, 1959

4. Ramaswamy G.S. – “Design and Constructions of Concrete Shell Roofs” – CBS Publishers and

Distributors – New Delhi – 1986.

Reference Books:

1. Ugural, A. C. “Stresses in Plates and Shells”, 2nd edition, McGraw-Hill, 1999.

2. R. Szilard, “Theory and analysis of plates - classical and numerical methods”, Prentice Hall, 1994

3.Chatterjee.B.K. – “Theory and Design of Concrete Shell”, – Chapman & Hall, New york-third edition,

1988

4. N.Krishnaraju “Advanced Reinforced Concrete Structures”.



6. To be able to understand and comprehend the basic concepts of Plates. [L2]

7. Demonstrate the knowledge of analysis of circular plates for different loading and edge conditions.

[L4]

8. Explain and apply the principles of analysis and design of rectangular plates for various loading and

boundary conditions. [L2, 3, 4]

9. Acquire the knowledge regarding the basic concepts of shell structures. [L2]

10. Develop the skills required for the analysis and design of shells of single and double curvatures by

membrane and bending theories. [L3, 4, 5, 6]






8. Graduates shall conceptualize and obtain feasible and optimal solution for engineering problems

considering societal and environmental requirements (lateral thinking)[PO3]


individually or as a team contributing to the advancement of domain knowledge.[PO4]

10. Graduates shall be able to adopt modern techniques, analytical tools and software for complex


EARTHQUAKE RESISTANT DESIGN OF STRUCTURES




Total Hours: 50SEE


Course Learning Objectives (CLOs):CLO1: Understand the seismic action and response.


CLO3: Design for seismic resistance of building structures.

CLO4: Apply the concept of ductility, damping and seismic isolation.

CLO5: Evaluate and summarize the seismic response characteristics of structural systems.

Pre-requisites:

3. Structural Dynamics


Detailed Syllabus:UNIT –IIntroduction to engineering seismology, Geological and tectonic features of India, Origin and propagation ofseismic waves, characteristics of earthquake and its quantification – Magnitude and Intensity scales, seismicinstruments. Earthquake Hazards in India, Earthquake Risk Evaluation and Mitigation. Structural behaviorunder gravity and seismic loads, Lateral load resisting structural systems, Requirements of efficientearthquake resistant structural system, damping devises, base isolation systems.Self Learning Topic: Geological and tectonic features of India, Earthquake Hazards in India

10 Hours

UNIT –II

The Response history and strong motion characteristics. Response Spectrum – elastic and inelastic responsespectra, tripartite (D-V-A) response spectrum, use of response spectrum in earthquake resistantdesign.Computation of seismic forces in multi-storeyed buildings – using procedures (Equivalent lateral forceand dynamic analysis) as per IS-1893.Self Learning Topic: Inelastic response spectra

10 Hours

UNIT –III

Structural Configuration for earthquake resistant design, Concept of plan irregularities and verticalirregularities, Soft storey, Torsion in buildings. Design provisions for these in IS-1893. Effect of infill masonrywalls on frames, modeling concepts of infill masonry walls.Behaviour of masonry buildings duringearthquakes, failure patterns, strength of masonry in shear and flexure, Slenderness concept of masonrywalls, concepts for earthquake resistant masonry buildings – codal provisions.Self Learning Topic: Concepts for earthquake resistant masonry buildings – codal provisions.

10 Hours

UNIT –IV

Design of Reinforced concrete buildings for earthquake resistance-Load combinations, Ductility and energyabsorption in buildings.Confinement of concrete for ductility, design of columns and beams for ductility,ductile detailing provisions as per IS-1893. Structural behavior, design and ductile detailing of shear walls.

10 Hours

UNIT –V

Seismic response control concepts – Seismic demand, seismic capacity, Overview of linear and nonlinearprocedures of seismic analysis. Performance Based Seismic Engineering methodology, Seismic evaluationand retrofitting of structures.Self Learning Topic: Performance Based Seismic Engineering methodology

10 HoursText Books:

4. Anil K. Chopra, “Dynamics of Structures – Theory and Application to EarthquakeEngineering”,Pearson, Third Edition, 2001.

5. Vinod Hosur, “Earthquake Resistant Design of Building Structures” ,WILEY (India), 2013.6. Pankaj Agarwal, Manish Shrikande, “Earthquake resistant design of structures”– Prentice Hall of

India, Fourth Print, 2007.

Reference Books:2. IS – 1893 (Part I): 2002, IS – 13920: 1993, IS – 4326: 1993, IS-13828: 1993 –BIS.


6. Have in-depth knowledge to understand Earthquake Engineering. [L2]

7. Be able to analyze structures to determine the Earthquake loads acting on them. [L4]

8. Be able to identify the irregularities in a structure and suggest feasible solutions. [L2]

9. Be able to review and understand literature and apply concepts in research.[L2, L3]

10. Fulfill their social responsibility by designing structures that are earthquake resistant and reduce the

loss to life and property. [L6]

Program Outcomes (POs) of the course1.Graduates shall acquire in-depth knowledge in Structural Engineering and update the same, integratingexisting and updated knowledge in global perspective.[PO1]

2.Graduates shall possess ability for independent judgement based on critical analysis and also forsynthesis of information for extensive research in the area of specialization.[PO2]

3.Graduates shall conceptualise and obtain feasible and optimal solution for engineering problemsconsidering societal and environmental requirements (lateral thinking)[PO3]

4.Graduates shall review relevant literature, apply appropriate research methodologies, workingindividually or as a team contributing to the advancement of domain knowledge.[PO4]

5.Graduates shall imbibe the professional ethics and integrity for sustainable development ofsociety.[PO10]

FINITE ELEMENT METHOD OF ANALYSIS






CLO1: Understand the process of Finite Element Analysis by gaining the knowledge of types of elements,

energy concepts, matrix displacement formulation.

CLO2: Achieve Knowledge of displacement functions, natural coordinates, shape functions by various

methods.

CLO3: Understand strain displacement matrix, stiffness matrix and nodal vector.

CLO4: Understand various energy concepts used to solve FEA problems

CLO5: Impart the knowledge and information about FEA so that the students can make use of it in Designing

and analyzing a real life project.

Pre-requisites:


5. Matrix Methods of Structural Analysis

6. Theory of Elasticity and Plasticity

Detailed Syllabus:

UNIT- I

Basic Concepts of FEM, Brief History of FEM, comparison of FEM with other Methods Concepts of Plane

stress and Plane strain problem, Matrix displacement formulation, Structure of computer program for FEM

analysis, description of different modules, pre and post processing. Discussion of FEM software available in

present scenario

Self Learning Topic: FEM software available in present scenario

10Hours

UNIT -II

Basic elements & Co-ordinate system (1D 2D & 3D) used in FEM, Displacement functions, Natural Co-

ordinates constructions of displacement functions for Natural Co-ordinates various elements. Convergence

and compatibility requirement for displacement functions, Shape functions for various elements by using

generalized co-ordinates approach, Polynomials and by using Natural Co-ordinates

10 Hours

Unit -III

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