teaching plans vii sem (a & b)

7/31/2019 Teaching Plans Vii Sem (a & b)

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G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR.(An Autonomous Institute under UGC Act 1956)

DEPARTMENT OF CIVIL ENGINEERING

TEACHING PLANName of Subject Teacher: Mr. K.R.Dabhekar Name of Subject: STRUCTURAL ANALYSIS -III

Semester/Year: SEVENTH/FINAL Academic Year: 2012-13No. of Hours as per University Curriculum:Theory - 48 Practical- --

LectNo

Portion of Syllabus to be covered

1 Unit-1Introduction and necessity as well as application of subject ,Basic concept, Degree of Freedoms,.

2 Basic concept of Direct Stiffness Method, Formulation of elemental stiffness matrix for plain truss.

3 Numerical on Formulation of elemental stiffness matrix for plain truss.


5 Local stiffness matrix and global stiffness matrix for plain truss.

6 Transformation Matrix, Assembly of Global stiffness matrix for plain truss. Structure load matrix

7 Numerical on Transformation Matrix, Assembly of Global stiffness matrix for plain truss. Structure load ma8 Numerical on truss Structure stiffness matrix up to (8X8). Member load matrix, Assembly of Global stiffnes

9 Numerical on truss Structure stiffness matrix up to (8X8). Member load matrix, Assembly of Global stiffnes

matrix

10 Unit-2 Formulation of elemental / local stiffness matrix and global stiffness matrix for Beam members (withaxial deformation)

11 Numerical on elemental / local stiffness matrix and global stiffness matrix for Beam members (without deformation)

12 Formulation elemental / local stiffness matrix and global stiffness matrix for continuous beams, (without axdeformation)

13 Numerical on elemental / local stiffness matrix and global stiffness matrix for continuous Beam members

14 Transformation matrix Assembly of global/Structure stiffness matrix, freedom four. for continuous B

members

15 Numerical on Transformation matrix Assembly of global/Structure stiffness matrix, freedom four

continuous Beam members

16 Member load matrix due to concentrated load, Uniformly distributed load,

17 Numerical on Member load matrix due to concentrated load, Uniformly distributed load,

18 Numerical on Moment assembly of global/ structure load matrix up to(8X8)Solution to problem with maxidegree of

19 Unit-3 Formulation of elemental /local stiffness matrix and global stiffness matrix for Plane Frame member

(With axial deformation),

20 Numerical on elemental /local stiffness matrix and global stiffness matrix for Plane Frame member (With

deformation),

21 Transformation matrix, Assembly of global / Structure stiffness matrix,

22 Numerical on Transformation matrix, Assembly of global / Structure stiffness matrix,


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PRACTICAL: Minimum Eight Problems, on complete syllabus with hand calculations using scientific

calculators and also solution to same problems by using available readymade software. (Solution is restricted

to four degree of freedom problems and assembly restricted to eight degree of freedom problems.

Prof. K.R.Dabhekar

(Subject Teacher)

23 Member load matrix due to concentrated loads, Uniformly distributed loads, moments, Assembly of Global

/Structure load matrix.

24 Numerical on Member load matrix due to concentrated loads, Uniformly distributed loads, moments, Assem

of Global /Structure load matrix.

25 Solution to plane frame problems with maximum degree of freedom six, Inclined member problem

26 Numerical on Solution to plane frame problems with maximum degree of freedom six, Inclined me

problem

27 Unit -4 Formulations of element / local stiffness matrix and global stiffness matrix for plane Grid

28 Numerical on element / local stiffness matrix and global stiffness matrix for plane Grid

29 Transformation Matrix for plane Grid, Assembly of global/ structure stiffness matrix,

30 Numerical on Transformation Matrix for plane Grid, Assembly of global/ structure stiffness matrix,

31 Member load matrix due to concentrated loads uniformly distributed Loads, Moments,

32 Numerical on Member load matrix due to concentrated loads uniformly distributed Loads, Moments,

33 Assembly of global/ structure load matrix. Solution to problem with maximum degree of freedom six.

34 Numerical on Assembly of global/ structure load matrix. Solution to problem with maximum degree of free

six.

35 Unit-5. Analysis of Member for temperature loading

36 Numerical on Analysis of Member for temperature loading

37 Initial joint displacement (sinking of support), lack of fit in trusses,

38 Numerical on Initial joint displacement (sinking of support), lack of fit in trusses,

39 Trusses with inclined roller, storing of global/ structure stiffness Matrix,

40 Numerical on Trusses with inclined roller, storing of global/ structure stiffness Matrix,

41 Full storage, banded storage, band Minimization.

42 Unit-6 Introduction to finite Element method , basic concept,

43 Discretisation of structure, Rayleigh Ritz member for bar elements (prismatic / Non prismatic)

44 Numerical on Discretisation of structure, Rayleigh Ritz member for bar elements (prismatic / Non prismatic

45 Displacement based Bar elements (prismatic / non prismatic) and Bean elements (prismatic)

46 Numerical on Displacement based Bar elements (prismatic / non prismatic) and Bean elements (prismatic)

47 Load Matrix for body forces

48 Numerical on Load Matrix for body forces


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G.H. RAI SONI COLLEGE OF ENGI NEERI NG, NAGPUR.

DEPARTMENT OF CIVIL ENGINEERINGName of Subject Teacher: Mr. V. K. GajghateName of Subject: ADVANCED CONCRETE STRUCTURESSemester/Year: SEVENTH SEMISTERSection: ANo. of Theory Hours to be engaged: 45

[Academic Session (Odd Semester) 11th

June 2012 to 25th

Sept. 2012]

Lecture

No.


1. Introduction to Advance Concrete Structures and their wide applications and

Objectives of Subject.

2. Unit I : Chapter I : Limit States of collapse and flexure

Introduction, Analysis of T- Beam.

3. Analysis of L- Beam.

4. Design of T Beam with problems

5. Design of L Beam with Problems


7. Unit I : Chapter II : Limit States of collapse in torsion

Introduction to torsion, Concept of interaction of torsion

8. Shear and fleaxure.

9. Analysis and design of rectangular section for torsion, shear and flexure.10. Unit I : Chapter III : Limit States of serviceability

Introduction

11. Deflection calculation of beams.

12. Deflection calculation of one way Slab.

13. Unit II : Chapter IV : Column

Introduction to bi axial bending, bi axial moment

14. Analysis of column subjected to bi axial moment.

15. Design of column subjected to bi axial moment.

16. Design of long column with problem

17. Unit II : Chapter V : Footings

Introduction, Design of isolated footing for square column

18. Design of isolated footing for rectangular column


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19. Design of isolated footing for circular column

20. Unit III : Chapter VI : Moment Redistribution

Introduction, Analysis of fixed beam.

21. Design of fixed beam with redistributed moment

22. Design of proped cantilever beam with redistributed moment

23. Design of two span symmetric continuous beam with redistributed moment.

24. Unit IV : Chapter VII : Portal Frames

Introduction, Analysis of single bay single storey portal frames with hinged or fixed

base.

25. Design of single bay single storey portal frames with hinged or fixed base.


27. Design of Hinge with foundation


29. Unit IV : Chapter VIII : Combined footings

Introduction to rectangular combined footing, strap beam footing, trapezoidalfooting, raft footing.

30. Design of rectangular footing with problem.


32. Design of strap beam footing with problem.


34. Unit IV : Chapter IX : Two way slab.

Introduction to 2 Way slab with their end conditions.

35. Design of RCC 2 Way slab with simply supported end condition for single panel

using IS 456 2000 coefficients.



37. Design of RCC 2 Way slab with simply supported end condition for continues

edge using IS 456 2000 coefficients.



39. Unit IV : Chapter X : Retaining Wall

Introduction to retaining wall with their verious types.

40. Design of RCC cantilever retaining wall with nproblem


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41. Design of RCC cantilever retaining wall with problem


43. Design of counterfort retaining wall with problem.


45. Revision of All Topics

Prof . V. K. Gajghat e

Subject Teacher


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DEPARTMENT OF CIVIL ENGINEERINGName of Subject Teacher: Mr. P. B. PATIL1Name of Subject: ADVANCED CONCRETE STRUCTURESSemester/Year: SEVENTH SEMISTERSection: BNo. of Theory Hours to be engaged: 45

[Academic Session (Odd Semester) 11th

June 2012 to 25th

Sept. 2012]

Lecture

No.


1. Introduction to Advance Concrete Structures and their wide applications and

Objectives of Subject.

2. Unit I : Chapter I : Limit States of collapse and flexure

Introduction, Analysis of T- Beam.

3. Analysis of L- Beam.

4. Design of T Beam with problems



7. Unit I : Chapter II : Limit States of collapse in torsion

Introduction to torsion, Concept of interaction of torsion

8. Shear and fleaxure.

9. Analysis and design of rectangular section for torsion, shear and flexure.10. Unit I : Chapter III : Limit States of serviceability

Introduction

11. Deflection calculation of beams.

12. Deflection calculation of one way Slab.

13. Unit II : Chapter IV : Column

Introduction to bi axial bending, bi axial moment

14. Analysis of column subjected to bi axial moment.

15. Design of column subjected to bi axial moment.

16. Design of long column with problem

17. Unit II : Chapter V : Footings

Introduction, Design of isolated footing for square column

18. Design of isolated footing for rectangular column


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19. Design of isolated footing for circular column

20. Unit III : Chapter VI : Moment Redistribution

Introduction, Analysis of fixed beam.

21. Design of fixed beam with redistributed moment

22. Design of proped cantilever beam with redistributed moment

23. Design of two span symmetric continuous beam with redistributed moment.

24. Unit IV : Chapter VII : Portal Frames

Introduction, Analysis of single bay single storey portal frames with hinged or fixed

base.





29. Unit IV : Chapter VIII : Combined footings

Introduction to rectangular combined footing, strap beam footing, trapezoidalfooting, raft footing.





34. Unit IV : Chapter IX : Two way slab.

Introduction to 2 Way slab with their end conditions.









39. Unit IV : Chapter X : Retaining Wall

Introduction to retaining wall with their verious types.

40. Design of RCC cantilever retaining wall with nproblem


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45. Revision of All Topics

Prof . P. B. Pat il

Subject Teacher


9/29

Acadmeic Year : 2012-2013

Section :- A

Lectures

No.Date Unit

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20


TEACHING PLAN

Name of Subject Teacher :- Isha P. Khedikar

Name of Subject:- Air Pollution and Solid Waste Management

VI

G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR

Semester/ Year : VII

transfer stations

Solid waste processing : methods of processing,

No. of Hours as per University Curriculum: Theory - 40

Portion of Syllabus which will be covered

Introduction to solid waste management

Sources of solid waste

classification and components of solid wasteIV

V

choice of methods

merits and demerits of various methods.

physical and chemical characteristics

Compositionofwastemethodofcomposting

factorsaffectingcompostingSanitarylandfilling

methodofcomposting

per capita contribution, sampling and analysis.

Collection and transportation of solid waste:Method of collection

equipment used for collection and transportation,

typesofincinerators,advantagesanddisadvantages.

Siterequirements,methods,leachatemangement,Inceneration: Principlesofincineration

typesofincinerators,advantagesanddisadvantages.


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21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

Subject Teacher

I

II

PrincipleofcontrolmethodsgaseouspollutantsIII

Isha P. Khedikar

Introductiontoairpollution,Definition,

Airpollutioncontrolmethodsandequipments

Effectsofairpollutantsonman,plantsanimal&materialsEffectsofairpollutantsonman,plantsanimal&materialsMeteorologyandairpollution:Primaryandsecondaryparametersatmosphericstability,

airpollutionepisodesatmosphere anditszones.Classificationandsourcesofairpollutants

plumebehaviorAirsamplingandmeasurement:ambientairsamplingandstacksampling

collectionofparticulatesandgaseouspollutants,methodsofestimation.

Automobileexhaust:Pollutionduetodiselandpetrolenginesexhaust treatmentandabatement.NoisePollution:Sources,,illeffects,controlmeasures

NoisePollution:Sources,,illeffects,controlmeasures

Principleofcontrolmethods for particulates

gravitysettlers,electrostatic precipitatorsbag filterscyclones,wetscrubbers


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Name of Subject Teacher: Prof.P.Y.PawadeName of Subject: ADVANCED RCC DESIGN (Elective-I)Semester/Year: Seventh Semester

No. of Theory Hours to be engaged: 40

[Academic Session (Odd Semester) 11th June2012 to 25th Sept. 2013]

Lecture No. Portion of Syllabus to be covered

1. Introduction to Advanced RCC Design and their wide applications

2. Introduction to IRC Loading

3. Introduction to IRC Loading

4.

UNIT-IAnalysis and Design of overhead Circular rservoirs

5. Analysis and Design of overhead Circular rservoirs

6. Analysis and Design of overhead Circular rservoirs

7. Analysis and Design for earthquake as per I.S. code

8. Analysis and Design for earthquake as per I.S. code.

9. Analysis and Design for earthquake as per I.S. code

10. Design of Annular raft Foundation



13. UNIT II Design of Highway Bridge with IRC loading Class A

14. Design of Highway Bridge with IRC loading Class A

15. Design of Highway Bridge with IRC loading Class A

16. Design of Highway Bridge with IRC loading, UDL slab type

17. Design of Highway Bridge with IRC loading, UDL slab type

18. Design of Highway Bridge with IRC loading, UDL slab type19. Design of Highway Bridge with IRC loading Class B

20. Design of Highway Bridge with IRC loading Class B

21. Design of Highway Bridge with IRC loading Class B

22. Design of Highway Bridge with IRC loading Class C



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25. UNIT III Design of building frames upto two/two story, Using Limit

State Method

26. Design of building frames upto two/two story, Using Limit State Method

(HINGE)27. Design of building frames upto two/two story, Using Limit State Method

(HINGE)


(HINGE)


(FIXED)


(FIXED)


(FIXED).

32. Unit IV Theory of of cylindercal shells

33. Cylinderical Shell by beam theory, Advantages, assomptions.

34. Design of Cylinderical Shell by beam theory.

35. Design of Cylinderical Shell by beam theory (With edge beam)



38. Design of Cylinderical Shell by beam theory (Without edge beam)



Prof.P.Y.Pawade

Subject Teacher


13/29

G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR.


TEACHING PLAN

Name of Subject Teacher: Miss. V. D. Mude

Name of Subject: IRRIGATION ENGINEERING

Semester/Year: SEVENTH Academic Year: 2012-13

Section: B Academic Year: 2012-13

No. of Hours as per University Curriculum:Theory - 45

Lecture

no.

Unit Syllabus

1

UNIT 1

GENERAL

Necessity and importance of irrigation Engineering; Benefits& ill effects of irrigation; Classification of irrigation

2

General principles of flow, lift, perennial, inundation

irrigation systems ; Comparative study of sprinkler and drip

irrigation systems.

3

Suitability of soils for Irrigation ; Standards of irrigation

water; PET-R method of crop water requirements

4

Depth & frequency of irrigation ; definitions of field capacity,

wilting point, available moisture, duty, delta, GCA,CCA,

5

kor depth , base period , outlet factor, capacity factor , timefactor, root zone depth

6

Relation between duty & delta ; Factors affecting duty;

Principal crops in India

7

Crop rotation ; Methods of assessment of irrigation water.

8Selection of site for Reservoirs: Engineering surveys,

Geological and Hydrological investigations


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9

UNIT 2

RESERVOIR

PLANNING:

Fixing of LWL, FTL, HFL, TBL; Different storage zones, in

reservoirs

10

Determination of storage capacity by mass curve method;

Reservoir sedimentation

11

life estimation of reservoir by Brunes method; Organization &Administration of irrigation projects.

12

Classification of Dams as per use

13

hydraulic design and materials; Factors governing selection of

type of Dams.

14

15

UNIT III

GRAVITY

DAM

Definition; forces acting on gravity dam; stability

requirements

16

Theoretical & practical profile of gravity dam

17Low & High dam; Galleries.

18

Types of earthen dam; Description of component parts of

earthen dams foundation

19

cut of trench, rock toe, hearting, central impervious core,pitching and chipping turning

20

Seepage through body of earthen dam and drainage

arrangements

21Failure of earthen dams, plotting of phreatic line for

homogeneous earthen dams with horizontal filters

22

Stability of foundation against shear.


15/29

23

UNIT- IVSPILLWAYS

Types of spillway with there working operations; General

principles of design of ogee spillway

24

Spillway gates Vertical lift, radial, rolling and drum;

25Energy dissipation methods d/s of spillways.

26

Component parts of diversion headworks Fish ladder, guide

wall, devide all, silt excluder and silt ejector

27

Causes of failure of weirs on permeable foundation; BlighsCreep theory

28

dr. khoslas theory for design of wiers on permeablefoundations.

29

UNIT V

CANALS

Types of canal; Alignment of canal

30Cross section of irrigation canals; balancing depth;

31

Schedule of area statistics; Losses in canals

32

Kennedys silt theory Design procedure

33

silt supporting capacity , drawbacks; Laceys silt theory-Definition of initial final and permanent regime channels

34

Laceys Regime equation, channel design procedure,

drawbacks

35

Garrets diagram for channel design.

36LINED CANALS- Design procedure; Types of lining


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37

relative merits and demerits of canal lining; Economics of

canal lining

38

UNIT 6CANALSTRUCTURES

Only theoretical aspects of location, objects, classification

39components and schematic section of Head Regulator, Cross

regulators, canal escapes, Canal falls and canal outlets

40

Only theoretical aspects of location, objects, classification,components and schematic section of aqueducts

41

siphon aqueducts, super passage, canal siphon, inlets outlets

and level crossings.

42

Causes, effects, preventive measures of water logging, Typesof drains

43

Layout of tile drains systems; flow of groundwater to drains.

44

RIVER TRAINING WORKS- Definition; Classification;theoretical aspects of river training works like as

Guide banks

45

Groynes and Spurs, Bank protection


17/29

G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR.


TEACHING PLAN

Name of Subject Teacher: Miss. P. P. Bodkhe

Name of Subject: IRRIGATION ENGINEERING

Semester/Year: SEVENTH Academic Year: 2012-13

Section: A Academic Year: 2012-13


Lecture

no.

Unit Syllabus

1

UNIT 1

GENERAL

Necessity and importance of irrigation Engineering; Benefits& ill effects of irrigation; Classification of irrigation

2

General principles of flow, lift, perennial, inundation

irrigation systems ; Comparative study of sprinkler and drip

irrigation systems.

3

Suitability of soils for Irrigation ; Standards of irrigation

water; PET-R method of crop water requirements

4

Depth & frequency of irrigation ; definitions of field capacity,

wilting point, available moisture, duty, delta, GCA,CCA,

5

kor depth , base period , outlet factor, capacity factor , timefactor, root zone depth

6

Relation between duty & delta ; Factors affecting duty;

Principal crops in India

7

Crop rotation ; Methods of assessment of irrigation water.

8Selection of site for Reservoirs: Engineering surveys,

Geological and Hydrological investigations


18/29

9

UNIT 2

RESERVOIR

PLANNING:

Fixing of LWL, FTL, HFL, TBL; Different storage zones, in

reservoirs

10

Determination of storage capacity by mass curve method;

Reservoir sedimentation

11

life estimation of reservoir by Brunes method; Organization &Administration of irrigation projects.

12

Classification of Dams as per use

13

hydraulic design and materials; Factors governing selection of

type of Dams.

14

15

UNIT III

GRAVITY

DAM

Definition; forces acting on gravity dam; stability

requirements

16

Theoretical & practical profile of gravity dam

17Low & High dam; Galleries.

18

Types of earthen dam; Description of component parts of

earthen dams foundation

19

cut of trench, rock toe, hearting, central impervious core,pitching and chipping turning

20

Seepage through body of earthen dam and drainage

arrangements

21Failure of earthen dams, plotting of phreatic line for

homogeneous earthen dams with horizontal filters

22

Stability of foundation against shear.


19/29

23

UNIT- IVSPILLWAYS

Types of spillway with there working operations; General

principles of design of ogee spillway

24

Spillway gates Vertical lift, radial, rolling and drum;

25Energy dissipation methods d/s of spillways.

26

Component parts of diversion headworks Fish ladder, guide

wall, devide all, silt excluder and silt ejector

27

Causes of failure of weirs on permeable foundation; BlighsCreep theory

28

dr. khoslas theory for design of wiers on permeablefoundations.

29

UNIT V

CANALS

Types of canal; Alignment of canal

30Cross section of irrigation canals; balancing depth;

31

Schedule of area statistics; Losses in canals

32

Kennedys silt theory Design procedure

33

silt supporting capacity , drawbacks; Laceys silt theory-Definition of initial final and permanent regime channels

34

Laceys Regime equation, channel design procedure,

drawbacks

35

Garrets diagram for channel design.

36LINED CANALS- Design procedure; Types of lining


20/29

37

relative merits and demerits of canal lining; Economics of

canal lining

38

UNIT 6CANALSTRUCTURES

Only theoretical aspects of location, objects, classification

39components and schematic section of Head Regulator, Cross

regulators, canal escapes, Canal falls and canal outlets

40

Only theoretical aspects of location, objects, classification,components and schematic section of aqueducts

41

siphon aqueducts, super passage, canal siphon, inlets outlets

and level crossings.

42

Causes, effects, preventive measures of water logging, Typesof drains

43

Layout of tile drains systems; flow of groundwater to drains.

44

RIVER TRAINING WORKS- Definition; Classification;theoretical aspects of river training works like as

Guide banks

45

Groynes and Spurs, Bank protection


21/29

G.H. RAI SONI COLLEGE OF ENGI NEERI NG, NAGPUR.(An Autonomous Institute under UGC Act 1956)

DEPARTMENT OF CI VI L ENGI NEERI NG

TEACHI NG PLAN

Name of Subject Teacher: Mr. __________________________

Name of Subject: MAINTENANCE & REHABLITATION OF CIVILENGINEERING STRUCTURES (MRCES)

Semester/Year: SEVENTH/FINAL Section: AAcademic Year: 2012-13No. of Hours as per University Curriculum:Theory - 45 Practical- --

LectureNo


1Unit-1

Introduction2

Deterioration of structures. Definition of Maintenance, Need for maintenance of different

civil engineering structures.

3Maintenance characteristics that influence needs. A study of the causes of neglect and poormaintenance of structure. Measure of maintenance.

4Classification of Maintenance work:- Servicing, rectification, replacement, planned,unplanned, preventive, corrective, predictable, and avoidable maintenance works.

Renovation and Rehabilitation.

5Common Maintenance Problems- Relating to various Civil Engineering Structures and

systems. Technology of Maintenance. Area Prone to Frequent Maintenance.

6 Causes that aggravate Maintenance work like High Rise Buildings.

7 Special Construction Methods, new materials, different accessibility, Environments etc.

8Unit-2

Factors Affecting Incidence and Magnitude Maintenance Work introduction

9

Over loading, movement of grounds, temperature variations, moisture leakages and

dampness, Chemical actions and corrosion, growth of trees, earthquake, flood and fire, riotsand vandalism

10


dampness, Chemical actions and corrosion, growth of trees, earthquake, flood and fire, riots

and vandalism

11Design defects, defects in construction and use of materials, choice of materials for

durability and maintainability.


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12 Design, expose and other factors effecting durability, precautions to increase durability.

13 Inspection, Identification, & Diagnosis of Common defects

14Inspection, identification and diagnosis of common defects and failures with possible causesin buildings, roads , Bridges, Railway tracks, Canals and C.D.works, Tunnels and special

structures like Service reservoirs, water supply, Sewerage, Storm water Drains.

15

Inspection, identification and diagnosis of common defects and failures with possible causes

in buildings, roads , Bridges, Railway tracks, Canals and C.D.works, Tunnels and specialstructures like Service reservoirs, water supply, Sewerage, Storm water Drains.

16Unit-3

Preventive Maintenance introduction

17 General Site Selection, Choice of structural Systems and Materials, Specifications and detailing.

18Building Special attention to foundations, Walls, Roofs, Terraces, Floors, Doors and Windows, Plinth,Compound Walls, Expansion Joints, Stair Cases to improve maintainability.

19Plumbing and Sanitary works. Termite Control. External Finishes. Roads Stabilization Techniques,Compaction and Drainage, Slope Protection, Joints in C.C. Pavements, Routine and ServiceMaintenance.

20 Bridges and C.D. Works Repairs, Strengthening and Rehabilitation.

21Service Life and expected load carrying capacity, Service and stability requirements.

22 Future service requirements loads, fatigue creep.

23Unit -4Materials and Techniques for Maintenance Introduction

24Materials for repairs like cement, cement grouts, epoxy grouts, mortars and coatings,polymer concrete composites, Sealants, membrane overlays, fiber reinforcement concrete,

Resin based compounds, emulsions and paints, Geotextiles25

Techniques like stiffening, linings, Guniting, Protection systems, Prestressing, Post-tensioning and base isolation Technology.

26 Temporary Supporting systems for Structures like timbering, Shoring etc.

27 Economics of Maintenance introduction

28 The burden of maintenance work, Complexity of the work and the conflicting interestsinvolved.

29Various economic factors that affect maintenance work. Initial and user costs. Impact of

Inflation on maintenance.

30Life cycle of structures. Structural life and economical life. Basics of life cycle costing

techniques.


23/29

Mr. _______________

(Subject Teacher)

31Unit-5.

Maintenance planning introduction

32The deeper significance of maintenance as opposed to cosmetic treatments. Broad action

planning, Budgeting and controlling the cost of maintenance work.

33Policy formation, standards of maintenance, controlling cost. Planned maintenance. Inspection

cycles and condition surveys.

34

Investigations for assessing condition of structure including non-destructive evaluation

techniques like proof load test, photogrammetic analysis, assets and opt electric motion analysis,

bovescoes, fiber-optic probes, chain dragging, acoustic emission and ultrasonic techniques,

infrared thermograph.

35High speed non contact sensors, sonar and sound penetrating radar techniques, Reliability rating,

maintenance cost records, maintenance manuals, their function, contents and types.

36 Difficulties in the way of planned maintenance.

37

Unit-6

Introduction of Maintenance Oriented design

38Design and its relation of maintenance. Relation ship between initial maintenance and

running costs. Cost appraisal techniques

39Consideration of maintenance at design stage. Design needs. Importance of feed-back. Feed

back systems, Information gathering, the design data communication.

40Interaction amongst designer, contractors. Users maintenance and researchers.

Maintainability, role of design professionals.

41Maintenance Management: - Need for data. Data relationship of the database system to

management process.

42Cost database and management Users of database. Problems in data collection and use.

Setting criteria from data collected, operational assessment

43Research into Maintenance: - Importance of research. Areas of research includingmaterials, techniques, ,

44 field equipment and tools for investigation

45 repairs and monitoring non-destructive evaluation techniques


24/29

G.H. RAI SONI COLLEGE OF ENGI NEERI NG, NAGPUR.(An Autonomous Institute under UGC Act 1956)

DEPARTMENT OF CI VI L ENGI NEERI NG

TEACHI NG PLAN

Name of Subject Teacher: Mr. V.K.GAJGHATE

Name of Subject: MAINTENANCE & REHABLITATION OF CIVILENGINEERING STRUCTURES (MRCES)

Semester/Year: SEVENTH/FINAL Section: BAcademic Year: 2012-13No. of Hours as per University Curriculum:Theory - 45 Practical- --

LectureNo


1Unit-1

Introduction2

Deterioration of structures. Definition of Maintenance, Need for maintenance of different

civil engineering structures.

3Maintenance characteristics that influence needs. A study of the causes of neglect and poormaintenance of structure. Measure of maintenance.

4Classification of Maintenance work:- Servicing, rectification, replacement, planned,unplanned, preventive, corrective, predictable, and avoidable maintenance works.

Renovation and Rehabilitation.

5Common Maintenance Problems- Relating to various Civil Engineering Structures and

systems. Technology of Maintenance. Area Prone to Frequent Maintenance.

6 Causes that aggravate Maintenance work like High Rise Buildings.

7 Special Construction Methods, new materials, different accessibility, Environments etc.

8Unit-2

Factors Affecting Incidence and Magnitude Maintenance Work introduction

9


dampness, Chemical actions and corrosion, growth of trees, earthquake, flood and fire, riotsand vandalism

10


dampness, Chemical actions and corrosion, growth of trees, earthquake, flood and fire, riots

and vandalism

11Design defects, defects in construction and use of materials, choice of materials for

durability and maintainability.


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12 Design, expose and other factors effecting durability, precautions to increase durability.

13 Inspection, Identification, & Diagnosis of Common defects

14Inspection, identification and diagnosis of common defects and failures with possible causesin buildings, roads , Bridges, Railway tracks, Canals and C.D.works, Tunnels and special

structures like Service reservoirs, water supply, Sewerage, Storm water Drains.

15

Inspection, identification and diagnosis of common defects and failures with possible causes

in buildings, roads , Bridges, Railway tracks, Canals and C.D.works, Tunnels and specialstructures like Service reservoirs, water supply, Sewerage, Storm water Drains.

16Unit-3

Preventive Maintenance introduction

17 General Site Selection, Choice of structural Systems and Materials, Specifications and detailing.

18Building Special attention to foundations, Walls, Roofs, Terraces, Floors, Doors and Windows, Plinth,Compound Walls, Expansion Joints, Stair Cases to improve maintainability.

19Plumbing and Sanitary works. Termite Control. External Finishes. Roads Stabilization Techniques,Compaction and Drainage, Slope Protection, Joints in C.C. Pavements, Routine and ServiceMaintenance.

20 Bridges and C.D. Works Repairs, Strengthening and Rehabilitation.

21Service Life and expected load carrying capacity, Service and stability requirements.

22 Future service requirements loads, fatigue creep.

23Unit -4Materials and Techniques for Maintenance Introduction

24Materials for repairs like cement, cement grouts, epoxy grouts, mortars and coatings,polymer concrete composites, Sealants, membrane overlays, fiber reinforcement concrete,

Resin based compounds, emulsions and paints, Geotextiles25

Techniques like stiffening, linings, Guniting, Protection systems, Prestressing, Post-tensioning and base isolation Technology.

26 Temporary Supporting systems for Structures like timbering, Shoring etc.

27 Economics of Maintenance introduction

28 The burden of maintenance work, Complexity of the work and the conflicting interestsinvolved.

29Various economic factors that affect maintenance work. Initial and user costs. Impact of

Inflation on maintenance.

30Life cycle of structures. Structural life and economical life. Basics of life cycle costing

techniques.


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Mr. V.K.GAJGHATE

(Subject Teacher)

31Unit-5.

Maintenance planning introduction

32The deeper significance of maintenance as opposed to cosmetic treatments. Broad action

planning, Budgeting and controlling the cost of maintenance work.

33Policy formation, standards of maintenance, controlling cost. Planned maintenance. Inspection

cycles and condition surveys.

34

Investigations for assessing condition of structure including non-destructive evaluation

techniques like proof load test, photogrammetic analysis, assets and opt electric motion analysis,

bovescoes, fiber-optic probes, chain dragging, acoustic emission and ultrasonic techniques,

infrared thermograph.

35High speed non contact sensors, sonar and sound penetrating radar techniques, Reliability rating,

maintenance cost records, maintenance manuals, their function, contents and types.

36 Difficulties in the way of planned maintenance.

37

Unit-6

Introduction of Maintenance Oriented design

38Design and its relation of maintenance. Relation ship between initial maintenance and

running costs. Cost appraisal techniques

39Consideration of maintenance at design stage. Design needs. Importance of feed-back. Feed

back systems, Information gathering, the design data communication.

40Interaction amongst designer, contractors. Users maintenance and researchers.

Maintainability, role of design professionals.

41Maintenance Management: - Need for data. Data relationship of the database system to

management process.

42Cost database and management Users of database. Problems in data collection and use.

Setting criteria from data collected, operational assessment

43Research into Maintenance: - Importance of research. Areas of research includingmaterials, techniques, ,

44 field equipment and tools for investigation

45 repairs and monitoring non-destructive evaluation techniques


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G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR.(An Autonomous Institute under UGC Act 1956)


TEACHING PLAN

Name of Subject Teacher: Ms.P.S.Bhandari

Name of Subject:STRUCTURAL ANALYSIS -IIISemester/Year: SEVENTH SEM. (Section B) / FINAL YEARAcademic Year: 2012-13


Lect

.NoPortion of Syllabus which will be covered

1

Unit-1

Introduction and necessity as well as application of subjectBasic concept, Degree of Freedoms,.

2 Basic concept of Direct Stiffness Method, Formulation of elemental stiffness matrix for plain truss.



5 Local stiffness matrix and global stiffness matrix for plain truss.

6 Transformation Matrix, Assembly of Global stiffness matrix for plain truss. Structure load matrix

7 Numerical on Transformation Matrix, Assembly of Global stiffness matrix for plain truss. Structure

8 Numerical on truss Structure stiffness matrix up to (8X8). Member load matrix, Assembly of

Global stiffness matrix

9Numerical on truss Structure stiffness matrix up to (8X8). Member load matrix, Assembly ofGlobal stiffness matrix

10 Unit-2 Formulation of elemental / local stiffness matrix and global stiffness matrix for Beammembers (without axial deformation)

11Numerical on elemental / local stiffness matrix and global stiffness matrix for Beam members

(without axial deformation)

12 Formulation elemental / local stiffness matrix and global stiffness matrix for continuous beams,(without axial deformation)

13 Numerical on elemental / local stiffness matrix and global stiffness matrix for continuous Beam

14Transformation matrix Assembly of global/Structure stiffness matrix, freedom four. for continuous

Beam members


28/29

15Numerical on Transformation matrix Assembly of global/Structure stiffness matrix, freedom four.

for continuous Beam members

16 Member load matrix due to concentrated load, Uniformly distributed load,

17 Numerical on Member load matrix due to concentrated load, Uniformly distributed load,

18Numerical on Moment assembly of global/ structure load matrix up to(8X8)Solution to problem

with maximum degree of

19Unit-3 Formulation of elemental /local stiffness matrix and global stiffness matrix for PlaneFrame member (With axial deformation),

20Numerical on elemental /local stiffness matrix and global stiffness matrix for Plane Frame member(With axial deformation),

21 Transformation matrix, Assembly of global / Structure stiffness matrix,

22 Numerical on Transformation matrix, Assembly of global / Structure stiffness matrix,

23Member load matrix due to concentrated loads, Uniformly distributed loads, moments, Assembly

of Global /Structure load matrix.

24Numerical on Member load matrix due to concentrated loads, Uniformly distributed loads,moments, Assembly of Global /Structure load matrix.

25 Solution to plane frame problems with maximum degree of freedom six, Inclined member problem

26Numerical on Solution to plane frame problems with maximum degree of freedom six, Inclined

member problem

27 Unit -4 Formulations of element / local stiffness matrix and global stiffness matrix for plane Grid

28 Numerical on element / local stiffness matrix and global stiffness matrix for plane Grid

29 Transformation Matrix for plane Grid, Assembly of global/ structure stiffness matrix,

30 Numerical on Transformation Matrix for plane Grid, Assembly of global/ structure stiffness matrix,

31 Member load matrix due to concentrated loads uniformly distributed Loads, Moments,

32 Numerical on Member load matrix due to concentrated loads uniformly distributed Loads,

33Assembly of global/ structure load matrix. Solution to problem with maximum degree of freedom

six.

34Numerical on Assembly of global/ structure load matrix. Solution to problem with maximum

degree of freedom six.

35 Unit-5. Analysis of Member for temperature loading

36 Numerical on Analysis of Member for temperature loading

37 Initial joint displacement (sinking of support), lack of fit in trusses,


29/29

Ms. P. S. Bhandari

(Subject Teacher)

38 Numerical on Initial joint displacement (sinking of support), lack of fit in trusses,

39 Trusses with inclined roller, storing of global/ structure stiffness Matrix,

40 Numerical on Trusses with inclined roller, storing of global/ structure stiffness Matrix,

41 Full storage, banded storage, band Minimization.

42 Unit-6 Introduction to finite Element method , basic concept,

43 Discretisation of structure, Rayleigh Ritz member for bar elements (prismatic / Non prismatic)

44Numerical on Discretisation of structure, Rayleigh Ritz member for bar elements (prismatic / Nonprismatic)

45 Displacement based Bar elements (prismatic / non prismatic) and Bean elements (prismatic)

46

Numerical on Displacement based Bar elements (prismatic / non prismatic) and Bean elements

(prismatic)

47 Load Matrix for body forces

48 Numerical on Load Matrix for body forces

49 Revision

50 Revision

teaching plans vii sem (a & b)

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