Teaching Plans Vii Sem (a & b)
Transcript of 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.
4 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.
Portion of Syllabus to be covered
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
6. 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.
26. Design of single bay single storey portal frames with hinged or fixed base.
27. Design of Hinge with foundation
28. 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.
31. Design of rectangular footing with problem.
32. Design of strap beam footing with problem.
33. 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.
36. 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.
38. 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
42. Design of RCC cantilever retaining wall with problem
43. Design of counterfort retaining wall with problem.
44. Design of counterfort retaining wall with problem.
45. Revision of All Topics
Prof . V. K. Gajghat e
Subject Teacher
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G.H. RAI SONI COLLEGE OF ENGI NEERI NG, NAGPUR.
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.
Portion of Syllabus to be covered
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
6. 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.
26. Design of single bay single storey portal frames with hinged or fixed base.
27. Design of Hinge with foundation
28. 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.
31. Design of rectangular footing with problem.
32. Design of strap beam footing with problem.
33. 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.
36. 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.
38. 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
42. Design of RCC cantilever retaining wall with problem
43. Design of counterfort retaining wall with problem.
44. Design of counterfort retaining wall with problem.
45. Revision of All Topics
Prof . P. B. Pat il
Subject Teacher
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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
DEPARTMENT OF CIVIL ENGINEERING
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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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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G.H. RAI SONI COLLEGE OF ENGI NEERI NG, NAGPUR.
DEPARTMENT OF CIVIL ENGINEERING
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
11. Design of Annular raft Foundation
12. 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
23. Design of Highway Bridge with IRC loading Class C
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24. Design of Highway Bridge with IRC loading Class C
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)
28. Design of building frames upto two/two story, Using Limit State Method
(HINGE)
29. Design of building frames upto two/two story, Using Limit State Method
(FIXED)
30. Design of building frames upto two/two story, Using Limit State Method
(FIXED)
31. Design of building frames upto two/two story, Using Limit State Method
(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)
36. Design of Cylinderical Shell by beam theory (With edge beam)
37. Design of Cylinderical Shell by beam theory (With edge beam)
38. Design of Cylinderical Shell by beam theory (Without edge beam)
39. Design of Cylinderical Shell by beam theory (Without edge beam)
40. Design of Cylinderical Shell by beam theory (Without edge beam)
Prof.P.Y.Pawade
Subject Teacher
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G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR.
DEPARTMENT OF CIVIL ENGINEERING
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.
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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
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G.H. RAISONI COLLEGE OF ENGINEERING, NAGPUR.
DEPARTMENT OF CIVIL ENGINEERING
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
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.
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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
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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
Portion of Syllabus to be covered
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
Over loading, movement of grounds, temperature variations, moisture leakages and
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. _______________
(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. 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
Portion of Syllabus to be covered
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
Over loading, movement of grounds, temperature variations, moisture leakages and
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)
DEPARTMENT OF CIVIL ENGINEERING
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
No. of Hours as per University Curriculum:Theory - 50
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.
3 Numerical on Formulation of elemental stiffness matrix for plain truss.
4 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
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
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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,
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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