syllabus+ civil+finalised+and+revised+on+08!09!2011

8/3/2019 Syllabus+ Civil+Finalised+and+Revised+on+08!09!2011

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R.V.COLLEGE OF ENGINEERING, BANGALORE 560059.(Autonomous Institution affiliated to VTU, Belgaum)

SCHEME OF TEACHING & EXAMINATION

Semester: III

Department: CIVIL ENGINEERING

Sl.

No.Sub-Code Title BoS

Teaching Scheme Hou

Lecture Tutorial

1 10HSS31E Environmental Engineering HSS 2 -

2 10MA32 Mathematics III Science 4 -

3 10CV33 Engineering Hydrology Civil 3 -

4 10CV34 Mechanics of Materials Civil 3 -

5 10CV35 Surveying-I Civil 3 -

6 10CV36 Fluid Mechanics Civil 3 -

7 10CV37 Construction Engineering Civil 3 1

Total 21 1

Civil Engg Syllabus 2011

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R.V.COLLEGE OF ENGINEERING, BANGALORE 560059.(Autonomous Institution affiliated to VTU, Belgaum)

SCHEME OF TEACHING & EXAMINATION

Semester: IV

Department: CIVIL ENGINEERING

Sl.

No.Sub-Code Title BoS

Teaching Scheme Hou

Lecture Tutorials

1 10HSS41C Constitution of India and Professional Ethics HSS 2 -

2 10HSS42 Humanities and Social skills HSS - -

3 10CV43 Numerical Methods in Civil Engg. Civil 3 -

4 10CV44 Structural Analysis-I Civil 3 -

5 10CV45 Surveying II Civil 3 1

6 10CV46 Concrete Technology Civil 3 1

7 10CV47 Applied Fluid Mechanics Civil 3 -

8 10CVL48 Civil Engineering Graphics Civil 1 -

Total 18 2


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ENGINEERING HYDROLOGY

Sub Code: 10CV33 CIEMarks: 100

Periods/week: 3 Exam: 3hrs

Credits:3+0+0 SEE Marks: 100

HoursAssigned:

Lecture = 36 hours

Tutorial = 0 hours

GroupSize: 45

MethodofAssessment: CIE consists of five components, two quizzes (total percentage of 30%),twowritten tests (total percentage of 60%)and one assignment/seminar(10%).The

written test is aimed at evaluating the interim knowledge gained in the subject

by the student. The quizzes are aimed at assisting faculty in checking the

progress of the student in the subject. Assignment/seminar develops the

writing skill and acquired knowledge with analytical scientific background in a

well organized way.

NumberofCredits: 3

Objectives:

The following are the course objectives

1. Study concerned with earth science and circulation of water on earth through Hydrological cycle.

2. Analysis of Hydrological datas such as precipitation, and its abstraction through evaporation,

infiltration and evapotranspiration.

3. Estimation of water resources over the catchment using runoff data, water budget equation, yield

estimation through regression analysis and regional empirical formulae.

4. Analysis of stream flow data and estimation of design flood using Hydrograph theory

5. Study of Ground water potential, conservation of water through rain water harvesting and artificial

recharge.Teaching and Learning Approach:

A series of lectures will be delivered to cover the portion effectively. A student will be exposed to

practical problems to make the interaction effective.

Learning Outcomes: Upon successful completion of the course students will be able to

1. Know the occurrence of precipitation, runoff, evapotranspiration and their interaction.

(Objective 1; syllabus1, 2,)

2. Estimation of water resources by water budget equation,(objective 2,3; syllabus 3,4)

3. Estimation of stream flow using stage-discharge datasuseful for calucation storage capacity ofreservoir.(Objective 4, syllabus 5)

4. Versitality of Unit hydrograph theory with respect to rainfall and runoff.(objective 4; syllabus6)

5. Estimation of design discharge of flood and artificial recharge structures (objective 5; syllabus

7, 8)


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Unit I

1. Introduction

Definition of hydrology, Importance of hydrology, Global water budget, Indias water budget, Practical

applications of hydrology, Hydrologic cycle (Hortons qualitative and engineering representations).

3hrs

2. Precipitation

Definition, Forms and types of precipitation, Measurement of rain fall using Symons and Syphon type of

rain gauges, Optimum number of rain gauge stations, Consistency of rainfall data (double mass curve

method), Computation of mean rainfall (arithmetic average, Thiessens polygon and Isohyetal methods),

Estimation of missing data (Arithmetic average, normal ratio and regression methods), Presentation of

precipitation data (moving average curve, mass curve, rainfall hyetographs, intensity duration -

frequency curves). 5hrs

Unit II

3. Losses from precipitation

Introduction, Evaporation, Definition, Process, Factors affecting evaporation, measurement of

evaporation using IS Class A Pan, Estimation using Empirical formulae, Infiltration; Definition, factors

affecting infiltration capacity, measurement of infiltration (double ring infiltrometer), Hortons

infiltration equation, infiltration indices. 6hrs

Unit III

4. Runoff

Definition, water shed and its charecteristics, Water budget equation, Components of runoff, Factors

affecting runoff, Rainfall - runoff correlation. 3hrs

5. Stream flow measurement

Introduction, Measurement of stage, Measurement of discharge by Area Velocity method and slope area

method, Simple stage discharge relation. 4hrs

Unit IV

6. Hydrographs

Definition, Components of Hydrograph, Unit hydrograph and its derivation from simple storm

hydrogaphs, Base flow separation,change of time basesuper position and S curve.. 8hrs

Unit V

7. Design Flood

Emperical Method: Ryves formula,Dickens formula,Rational method,Unit Hydrograph

method,Gumbels method. 6hrs


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8. Rainwater harvesting

Micro and Macro catchment of rainwater harvesting, Methods of Artificial recharge of ground water.

2hrs

Reference Books:

1. Subramanya K, Engineering Hydrology, 3rd Edition, Tata McGraw Hill, New Delhi. 2008

2. Raghunath, H.M. Hydrology, Wiley Eastern Publication, New Delhi. 2004

3. Ven Te Chow, Hand Book of Hydrology, Mc Graw-Hill Book company,3rd Edition 2004

4. Todd, Ground Water Hydrology, 2nd EditionWiley Eastern Publication, New Delhi. 2003

Scheme of Continuous Internal Evaluation:

The CIE consists of three Tests spread over the entire syllabus. Each test comprises of objective questions

(Quiz) for 15 marks and descriptive questions for 30 marks. Best of two tests are reckoned totalling 90

marks, while 10 marks are allotted to seminars / assignments / innovative activities. Each test duration is90 minutes. There will be no choices in test questions.

Scheme of SEE:

The question paper consists of Part A and Part B. Part A is for 20 marks, containing 10 Objective type of

questions of 2marks each covering the complete syllabus is compulsory. Part B is for 80 marks, 5

questions carrying 16 marks each.

The examiner has to set TWO questions from each unit, out of which student has to answer ONE

question from each unit in Part-B.


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MECHANICS OF MATERIALS


Periods/week: 3 Exam :3hrs

Credits : 3+0+0 SEE Marks: 100

HoursAssigned:

Lecture = 34 Hours

MethodofAssessment: CIE consists of five components, two quizzes(total percentage of 30%), two

written tests(total percentage of 60%)and one assignment/seminar(10%).The written test is aimed at evaluating the interim knowledge gained in the

subject by the student. The quizzes are aimed at assisting faculty in checking

the progress of the student in the subject. Assignment/seminar develops the

writing skill and acquired knowledge with analytical scientific background in awell organized way.

Number of Credits: 3

Objectives:

The following are the course objectives -

1. To understand mechanics of deformable bodies and apply them in analysis and design problems.

2. To analyze the body under two dimensional stress system

3. To understand the behavior of members in flexure4. To evaluate the deflection in beams

5. To study the stability of columns6. To analyze the stresses in the members under internal pressure

Teaching and Learning Approach:

A series of lectures and presentations will be used to cover the portions. Assignments will be given at

times to get additional knowledge in the subject. A student will be exposed to practical problems makingthe learning process effective.

Learning Outcomes:

Upon successful completion of the course a student will be able to

1. Interpret the behavior of material in shear and bending.(Objective 3&4 syllabus 3)2.Evaluate the behavior of material under thermal stresses(Objective 1, syllabus 1)

3. Calculate the principle stress and strain and graphically represent them.(Objective 2syllabus 1)4.Calculate the bending and shear stress across the section of a beam.(objective ,4 syllabus 3)

5. To calculate deflection in beams(objective 4 syllabus 4)6. To calculate crippling load of columns (objective 5 syllabus 5)7.To identify the nature of stresses when subjected to internal pressure


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UNIT-I

1. Elastic Constants: Volumetric strain, expression for volumetric strain, relationship among elastic

constants, Thermal stresses. 03 Hrs

2 Two Dimensional Stress System

Introduction, Stress components on inclined planes, Principal Stresses, principal planes, Mohr's circle of

stress. 04 Hrs

UNIT-II

3. Bending stress and shear stress in beams

Introduction, Assumptions in simple bending theory, Derivation of Bernoullis equation, modulus of

rupture, section modulus, flexural rigidity, Beam of uniform strength, expression for horizontal shear

stress in beam, shear stress diagram for simple rectangular and symmetrical I and T sections only. 08 Hrs

UNIT-III

4. Deflection of determinate Beams

Introduction, Definitions of slope, deflection, Elastic curve Derivation of differential equation of

flexure, Sign convention, Slope and deflection using Maccualays method for prismatic beams and

overhanging beams subjected to point loads ,UDL and couple 06Hrs

UNIT-IV

5 Analysis of columns and struts.

Introduction, Eulers theory of columns, effective length, slenderness ratio, short and long columns,

radius of gyration, buckling load, assumptions, derivation of Eulers Buckling load for different end

conditions, Limitations of Eulers theory, Rankines formula . 08 Hrs

UNIT-V

6. Thin and thick cylinders

Thin and thick cylinders subjected to pressure, change in length, diameter and volume, Lamis equationsfor simple cylinder only. 05Hrs

Reference books

1. Punmia B.C., Ashok jain and Arun jain, Strength of Materials, Lakshmi Publications,New Delhi-2007.

2. Bhavikatti S.S Strength of Materials, Vikas Publications House Pvt. Ltd-2009.3. Timoshenko and Young Elements of Strength of Materials, Affliated East-West Press-2002.4. Beer F.P and Johnston R, Mechanics of Materials,Mc Graw-Hill Publishers-2006.




marks, while 10 marks are allotted to seminars / assignments / innovative activities. Each test duration is

90 minutes. There will be no choices in test questions.


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Scheme of SEE:







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SURVEYING I


Periods/week: 3+0+2 Exam :3hrs+3hrs

Credits : 4 SEE Marks: 150

HoursAssigned:

Lecture = 36 hours

Tutorial = 1 hour/week

CaseStudy = 0 hours

Laboratory = 36 hours

GroupSize: 15 per Practical Batch

MethodofAssessment: Continuous assessment: 50%. Examination: 50%.

Continuous assessment will comprise of four components: two quizzes(30%), two closed-book short tests (60%), one Assignment/seminar

(10%) ,one laboratory report.

The closed-book test is aimed at assessing the interim knowledge gained

by the student. The quizzes are aimed at assisting the students in

preparation for the tests and checking the progress of their study. The

laboratory report is aimed at assessing the capability of the student in

analyzing and reporting experimental data.

NumberofCredits: 4

Objectives:


1. To impart students with basic principles of surveying, uses of surveying, Classification of Surveys.

2. To make the students understand the concept of distance measurement and angle measurement in the

field and erection of perpendiculars using linear and instrumental methods.

3. To make students learn preparation of drawings in the field using plane table and accessories.

4. To learn the use of leveling instruments for determining the vertical profile of the ground.

5. To learn the use of precise angle measuring instrument for the measurement of horizontal and verticalangles .


A series of lecture and practical course will cover the entire syllabus along with field exposure.

Learning Outcomes:

1. Knowledge about basic principles of surveying and uses of surveying. (objectives1, syllabus 1,2)

2. Understanding the use of different survey instruments such as chain, tape, arrows etc., for solving

various problems in the field . (objectives1,2 syllabus 2,3,4,5,7)

3. Knowledge regarding determination of elevation at any point with respect to some assumed

datum using Levelling instruments. (objectives 4,5, syllabus 5)

4. Knowledge about preparation and use of contour maps. (objectives 3,4,5, syllabus 2,5,6)


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5. Students will be able to prepare drawings and maps and various planning and construction

activities . (objectives2,3,4, syllabus 2,4,5,6)

Syllabus:

PART A

UNIT-I1. Introduction

Definition of Surveying, Classification of Surveys, Uses of Surveying, Units, Basic principles of

surveying, Errors-Classification-Precision and accuracy 2Hrs

2. Principles and methods of Distance measurement,

Chain tape and EDM devices, Ranging of lines -Direct and Indirect, Chain Surveying- Accessories

required, Setting out of right angles, working principle and use of optical square, prism square, cross staff,

Booking of chain survey work -Field book entries, conventional symbols 6Hrs

UNIT-II

3.Compass Surveying

Prismatic compass, Surveyors compass , Bearing Systems

, Local attraction , Magnetic declination , Dip - Traversing - Plotting - Adjustment of errors . 6 Hrs

UNIT-III

4.Plane table Surveying

Plane table instruments and accessories - Merits and demerits - Methods - Radiation - Intersection -

Resection ,3-point problem- Bessels and perpendicular methods- Traversing. 6 Hrs

UNIT-IV

5.Levelling

Principles and basic definitions, Fundamental axes and parts of a dumpy level, types of adjustments and

objectives, Temporary adjustments of a dumpy level, Sensitiveness of bubble tube, Types of leveling

-Simple leveling, Reciprocal leveling, Profile leveling, Cross sectioning -fly leveling, Booking of levels

-Rise and fall method and Height of instrument method-comparison, Arithmetic checks, Errors and

precautions. 8 Hrs

UNIT-V

6.Contour survey

Contours and their characteristics, Methods of contouring -direct and indirect methods -Interpolation

techniques, Uses of contours, Grade contours and uses. 4 Hrs


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7. Theodolite survey

Theodolite and types, Fundamental axes and parts of a transit theodolite. Uses of theodolite, Temporary

adjustments of a transit theodolite. Measurement horizontal angles -Methods of repetition and reiteration.

Measurement of vertical angles 4 Hrs

PART-B (Laboratory)

Chain surveying

To measure distance between two points using direct ranging.

To set out perpendicular at various points on given line using tape, cross staff, Optical Square.

Marking central line of a building using grid plan using chain and its accessories

Compass Surveying

Measurements of Bearing of a line using prismatic compass ,Construction of regular figures like

rectangle, polygon.

Plane table surveying

Methods of radiation, intersection, solving three point problem by Bessels method and perpendicular

method.

Levelling

To determine difference in elevation between two points using Differential levelling technique using

Height of Instrument method and Rise and Fall Method.

To conduct profile leveling and to draw the longitudinal section and cross section to determine the depth

of cut and height of fill for a given formation level.

Theodolite

Measurement of horizontal angles using methods of repetition and reiteration .Measurement of vertical

angles . Demonstration on Use of total station

Reference Books:

I. Punmia B.C, 'Surveying' Vol I - Laxmi Publications,2007

2 Chandra A.M, Plane Surveying - New age international (P) Ltd 2007

3. Arora K.R, Surveying Vol I , Standard Book House, 2007

4. Duggal S.K, Surveying Vol I , Tata McGraw Hill Publishing Co., 2009


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Scheme of SEE (Theory):

The question paper consists of Part A and Part B. Part A is for 20 marks, containing 10 Objective types of




question, in Part-B.

Scheme of Examination (Lab): The student should conduct one individual experiment.


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FLUID MECHANICS


Periods/week: 3 Exam :3hrs


HoursAssigned:

Lecture = 36 hours

Tutorial

MethodofAssessment: CIE consists of five components, two quizzes (total percentage of 30%), two

written tests(total percentage of 60%)and one assignment(10%).

The written test is aimed at evaluating the interim knowledge gained in the


the progress of the student in the subject. Assignment develops the writing

skill and acquired knowledge with analytical scientific background in a well

organized way.

No.of Credits: 3

Course objectives:

The introductory course in Fluid Mechanics is expected to serve the following objectives.

1. Study of Fluid properties and its effect on Fluid characteristics

2. Effect of Fluid pressure and its determination.

3. Fluid medium can impart forces on bodies submerged in fluids, its calculation and its location

constitutes vital part of Hydrostatics.

4. When bodies are submerged there will be apparent loss of weight and its importance and use in

maintaining stability of floating bodies.

5. The basics of Fluid in motion:- Laws of conservation Mass Momentum and energy leading to itsquantification.

6. Limitations of laws of conservation of energy and its applications to pipe flows which include

networks Town water supply problems.

7. Importance of open channel measurements and its engineering applications.

Teaching & Learning Approach:

The course material is delivered such that, while laying emphasis on theoretical foundation,

simultaneously its application to various civil engineering problems will be made to students through

problems.


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Learning out comes:

1. Knowledge of practical application of fluid properties and is effect on fluid characteristics.(objectives 1,syllabus1,2)

2. Measurement of fluid pressure and its practical application in engineering problems.(objectives2,syllabus3)

3. Knowledge of hydrostatic force and its engineering applications.(objectives 3,4,syllabus 4,5)4. Students can analyse the fluid flow characteristics and calculate rate of flow through conduits and

its practical applications.(objectives 5,6,syllabus 6,7).

5. Students are capable of measuring discharges in open channels used for different flow measuringdevices.(objetive7,syllabus8).

Syllabus:

UNIT-I

1.Introduction

Scope and importance of subject; definition of fluid, and its distinction from solid &gas. Fluid

continuum. 1 Hour

2.Fluid properties

Density, Specific Volume, Specific Weight, Bulk Modulus, Compressibility Surface Tension, Newtons

law of viscosity classification of fluids. Vapor pressure, Problems associated with properties.

3 Hours

3.Fluid Pressure and measurement

Definition, Pascals law, variation of pressure, Absolute and Gauge pressure. Measurement of Pressure

using simple and differential manometer Bourden gauge and its construction. 3 Hours

UNIT-II

4.Calculation of force on submerged planes

Calculation of force on submerged planes for Parallel inclined & curved Lamina. Definition of centre

pressure and its determination. Problem associated with gates and Dam. 5 Hours

5.Buoyancy

Definition of Buoyancy, centre of buoyancy Archimedes law Meta centre, Metacentric height and its

analytical determination. Stability of Floating bodies. 2 Hours

UNIT-III

6.Classification of fluid flow

Steady & unsteady flow, uniform & non uniform flow, Laminar & Turbulentflow. One, two & three

dimensional flows. Rotational & Irrotational flows. 2 Hours


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Laws of conservation of Mass Energy & momentum leading to continuity, Bernoullis & Impulse

Momentum theorem its applications.

Limitations of Bernoullis equation and its modified form and application to minor losses. 5 Hours

UNIT-IV

7.Losses

Definition of Major loss Chezys experimental investigation, Darcy - Weisbach law application to flow

of water between reservoirs, pipes in series, pipes in parallel, equvivalent diameter of pipe. Hydraulic

gradient line, Total energy lines , Syphons. 8 Hours

UNIT-V

8.Notches and weirs

Definition of Notch & weir, Flow through V-notch Rectangular weir, stepped weir corrections for end

contractions and velocity of approach in Rectangular weir Cippoletti weir, Notch Sensitivity, Time of

drainage using V-notch & Rectangular weir. Broad crested weir and submerged weir. 7 Hours

Reference:

1. Bansal R.K Fluid Mechanics & Hydraulic Machines Laxmi publications M/c IX edition 2005.2. Streeter Fluid Mechanics, Mc-Graw Hill, New York International Edition 19983. Modi P.N and Seth S.M Hydraulics and Fluid Mechanics Including Hydraulic Machines

Standard Book House 2005

4. Joseph Spurk Fluid Mechanic, Springer- Verlag Bellin Heidelberg 1997






Scheme of SEE:


questions of 2marks each covering the complete syllabus is compulsory. Part B is for 80 marks, 5questions carrying 16 marks each.




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CONSTRUCTION ENGINEERING




HoursAssigned:

Lecture = 36 hours

Tutorial = 1 hours/week

CaseStudy = 04 hoursLaboratory = 36 hours

GroupSize: Theory = 46 Laboratory = 23 per batch


Continuous assessment will comprise of four components: two quizzes (30%),

two closed-book short test (60%)Assignment/seminar(10%), one laboratory

report (to be typed wherever applicable).

The closed-book test is aimed at assessing the interim knowledge gained by

the student. The quizzes are aimed at assisting the students in preparation forthe tests and checking the progress of their study. The laboratory report is

aimed at assessing the capability of the student in analyzing and reporting

experimental data.

NumberofCredits: 5

Objectives:


1. Define the different building materials and components of a civil engineering structure.

2. Analyze the methods of masonry and different types.3. Explain the concepts of shoring, underpinning and scaffolding and design of types of staircases.

4. To gain insights into types of roofs and components

5. Describe the methods of plastering, painting6. Explain the types of doors, windows and their components.

7. Apply the basic concepts of cost effective construction and their application.


A mixture of lectures, tutorial exercises and laboratory works will be used to deliver the various topics inthis subject, many of which will be covered in design aspects which enhances learning objectives.


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Learning Outcomes:

1. Knowledge about basic building materials and its properties (Objective1; syllabus item 1), soilinvestigation, classification of foundations-Shallow and Deep foundations (Objective 1andsyllabus item 2)

2. Studying the terminologies used in masonry and types of masonry-stone and brick and arches(objective 2; Syllabus item 3).

3. Understanding the aspects of Shoring, underpinning, and scaffolding and its application anddifferent design of types of staircase (objective 3 and Syllabus item 4,5).

4. Knowledge regarding designing roofs and its components and formwork details (Objective 4 andSyllabus item 6,7)

5. Insights on Plastering purpose, types of plastering and method of laying of flooring-applications( Objective 5 and syllabus item 8,9).

6. Knowledge of different types of doors, windows (Objective 6 and syllabus item 10).

7. Understanding various aspects on Cost effective construction and its application and differenttypes of painting procedures (Objective 7 and syllabus item 11&12).

Syllabus: PART A

UNIT-I1. Basic Building Materials

Stones-Common building Stones, laterites and their uses. Bricks- Bricks, Classification, Properties of

bricks and its uses. 4 hrs

2. Foundation

Bearing Capacity of Soil, Safe Bearing Capacity of Soil, Allowable Bearing Capacity of Soil.

Classification of Foundation, Masonry footings, Isolated footings, Combined and strap RCC footings,

Raft footing, Grillage foundation, Pile foundations (Friction and Load bearing piles), Foundation in black

cotton soils 4hrs

UNIT-II

3. Masonry

Stone-Rubble Masonry, Coursed Rubble Masonry, Un-coursed rubble masonry Random rubble masonry,Ashlar Masonry Bricks-Bonds in Brickwork, English Bond , Flemish Bond, Hollow Block

construction, Damp Proof construction, Masonry arches, Classification, Load Bearing and partition

walls. 5 hrs

4. Shoring

Raking Shores, Flying Shores, Dead Shores, Underpinning- Pit method, Pile method, Scaffolding-

Components, Types of Scaffolding. 3 hrs

UNIT-III5. Roofs

Flat Roof (RCC) Sloped roof (R.C.C. And tile roof), Lean to roof Wooden truss (King post

and queen post trusses). 4hrs


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6.Form work

Form work Details, RCC columns, Beams, floors, Slip forming 2hrs

UNIT-IV

7. Plastering

Purpose of Plastering ,Materials for plastering, Lime mortar, Cement Mortar Methods of plastering. 3 hrs

8. Types of flooring

(Materials and method of laying), Granolithic, Mosaic Ceramic, Marble, Polished Granite types and

applications. 2 hrs

9.Doors and windows

Doors, Types, Panelled doors, Glazed doors, Flush doors, Collapsible and Rolling shutters, Revolving,sliding and swing doors, Windows, Types, Panelled, Glazed, Dormer window, Ventilators. 3 hrs

UNIT-V11. Painting

Purpose, Types, Application of paints to new and old surfaces, Distemper Plastic emulsion, Enamel,Powder coated painting to walls and iron and steel surfaces, polishing of wood surface 3 hrs

12. Cost effective construction and innovative materials

Necessity, Advantages, Materials and its composition, Stabilized mud blocks precast roofing

elements, L-Panel,Pre fabrication techniques 2hrs

PART- B (Laboratory)

Tension test on Mild steel and HYSD bars

1. Compression test of Mild Steel, HYSD, Cast iron and Wood

2. Torsion test on Mild Steel circular sections

3. Bending Test on Wood Under two point loading

4. Shear Test on Mild steel

5. Impact test on Mild Steel (Charpy & Izod)

6. Test on Bricks and Tiles

7. Tests on Fine aggregates Moisture content, Specific gravity, Bulk density, Sieve analysis and

Bulking8. Tests on Coarse aggregates Absorption, Moisture content, specific gravity, Bulk density and

Sieve analysis .

9. Demonstration of Strain gauges and Strain indicators


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Reference Books:

1. Sushil Kumar, Building Construction, Standard Publication & Distributors, 2007

2. Punmia B.C., Building Construction, Lakshmi Publications, New Delhi, 2006

3. Davis, Troxell and Hawk: Testing of Engineering Materials- International Student Edition-McGraw Hill Book Co. N Delhi 2004

4.Chudley & Greeno Building Construction Hand Book Seventh Edition Elsevier india pvt ltd

2009






Semester End Evaluation:









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NUMERICAL METHODS IN CIVIL ENGINEERING


Periods/week: 3 Exam : 3hrs


HoursAssigned:

Lecture = 33 hours

GroupSize: Theory = 40


Continuous assessment will comprise of two closed-book short test

(90%) and one assignment/seminar(10%)

The closed-book test is aimed at assessing the interim knowledge gained

by the student..

NumberofCredits: 3

Objectives:


1. To impart students the concept of numerical methods and application to civil Engineering problems.

2. To Formulate the mathematical model for a given physical problem

3.To provide students the basic skill for solving engineering problems using simple arithmetic operations

4. To provide students the basic skill for solving engineering problems using computer.


A mixture of lectures, tutorial exercises and case studies will be used to deliver the various topics in this

subject. All topics will be covered in a problem based format where this enhances the learning objectives.

Some case studies are the best practices of engineering problems.

Learning Outcomes:

1. To be able to write the algorithm ,program for a given numerical method to solve a

system of equations using computer (Objective 4, Syllabus item 2) .2. The student will be able to analyze a truss using numerical methods. (Objective 2,

Syllabus item 3) .

3. Application of root finding to civil engineering problems. (Objective 3, Syllabus item 4)4. Application of Numerical integration for solving beam problems. (Objective 1, Syllabus

item 5)

5. The student will be able to find slopes and deflections in statically determinatebeams(Objective 1, Syllabus item 6) .

6. Application of finite difference technique to find slopes and deflections in statically

determinate beams(Objective 1, Syllabus item 7)

Syllabus:


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Unit-I

1.Introduction: Historical development of Numerical techniques, role in investigations, research and

design in the field of civil engineering.

2.Development Of Algorithm/Flow Charts For Following Methods For Solution Of Linear

Simultaneous Equation:

a. Gaussian elimination method

b. Gauss-Jordan matrix inversion method

c. Gauss-Siedel method

d. Factorization method

3. Application of solution of linear system of equations to civil engineering problems :

Construction planning, and truss analysis. 7hrs

Unit- II

4. Application Of Root Finding To Civil Engineering Problems:

Development of algorithm for a.Bisection method and b.Newton-Raphson method and its applications for

solution of non linear algebraic and transcendental equations from problems in hydraulics, structural

engineering and environmental engineering. 6hrs

Unit- III

5.Application Of Numerical Integration For Solving Simple Beam Problems:

Development of algorithm for a. Trapezoidal rule and b.Simpsons one third rule and its application for

computation of area of BMD drawn for statically determinate beams. 6hrs

Unit- IV

6. New Marks method:For computation of slopes and deflections in statically determinate beams. 6hrs

Unit- V

7. Application of Finite Difference Technique in structural mechanics:

a. Introduction, expression of derivatives by finite difference: backward differences, forward differences

and central differences.

b. Application of finite difference method for analysis of i. statically determinate beams ii. Staticallyindeterminate beams (Propped &fixed beams) 8hrs

Reference Books:


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1. Numerical methods for Engineers-Chapra S.C&R.P.Canale:Mc Graw Hill,1990.

2. Numerical methods in engineering problem-N.Krishnaraju,K.U.Muthu:Mc Millon Indian Limited,1990

3. Numerical methods for scientific and engineering computation: M.K.jain.S.R.K.Iyengar. Wiley, New

Delhi.2000.

4. Numerical Methods for Engineers and Scientists- Iqbal H Khan.Q.Hassan:Galgotia, New

delhi.1997.

Scheme of SEE:

The question paper consists of part-A and Part-B. Part-A is for 20 Marks, containing objectivequestions covering the complete syllabus. Part-B is for 80 Marks ,5 questions carrying 16 marks

each.

The examiner has to set TWO questions from each unit,out of which student has to answer ONE

question from each unit in part-B.

STRUCTURAL ANALYSIS-ISub Code: 10CV44 CIEMarks: 100


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Periods/week: 3 Exam : 3hrs


HoursAssigned:

Lecture = 33 Hours


written tests(total percentage of 60%)and one assignment/seminar(10%).


subject by the student. The quizzes are aimed at assisting faculty in checkingthe progress of the student in the subject. Assignment/seminar develops the

writing skill and acquired knowledge with analytical scientific background in a

well organized way.


Course Learning Objectives:

At the end of the course, the student will be able to:

1. Define the different structural systems.

2. Analyze plane trusses and to determine forces in members.3. Analyze beams using different methods .

4. Analyze continuous beams using the Clayeprons theorem

5. Analyze and understand the concepts and behavior of arches and three hinged arch in

particular.6. Analyze and understand the concepts and behavior of suspension cables.

Course Learning Outcomes:

At the end of the course, the student will be able to:

1. Understand the structural systems, the different types of structural systems. The load transfer

mechanisms in the structures . (objective 1, syllabus 1)2. The forces in the members of the trusses, type of trusses and the different method of

analyzing it., (objective 2, syllabus 2)

3. Evaluate the different types of beams and the variation of moments and shear forces along the

length of the beams (objective 3, 4, syllabus 3 and 4)4. Understand the concept of trusses and their applications in the construction field. (objective

5, syllabus 5 )

5.Study and analyze the effect of suspension cables and its engineering applications(objective

6,syllabus6).

Syllabus


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UNIT-I1 Structural systems

1.1 Forms of structures, 1.2 Conditions of equilibrium, 1.3 Degree of freedom 1.4 Linear and Non linear

structures, 1.5 One, two, three dimensional structural systems, 1.6 Determinate and indeterminate

structures (Static and Kinematics) Statically Determinate structures. 2 hrs

2. Plane trusses

2.1 Introduction, Assumptions, 2.2 Analysis by method of joints 2.3 Analysis by method of sections.

5 hrs

UNIT-II

3.Analysis of beams:

3.1 Consistent deformation method-Propped cantilever and fixed beams 7 hrs

UNIT-III

4.1 Clapeyrons theorem of three moments-Problems on continuous beams maximum of 3 spans with

simple support, fixed support and sinking of supports. 7 hrs

UNIT-IV

5. Three Hinged Arches

5.1 Three hinged circular and parabolic arches with supports at same levels and different levels, 5.2

Determination of Normal thrust, Radial shear and bending moment. 6 hrs

UNIT-V

6. Suspension Cables:

6.1 Analysis of cables under point loads and UDL, length of cables-Supports at same levels and atdifferent levels, 6.2 Statically indeterminate structures. 6 hrs

Reference Books:

1. Reddy C.S Basic Structural Analysis., Tata McGraw Hill, New Delhi 2005

2. Ramamruthum S. Theory of structures, Dhanpat Rai & Sons, New Delhi 2007

3. Norris and Wilbur, Elementary Structural Analysis, International Student Edition. McGraw HilI

Book Co: New York 2005

4.Laursel "Structural' Analysis", International Student Edition McGraw Hill book Co, New Delhi, 2004




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Scheme of SEE:







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SURVEYING II




HoursAssigned:

Lecture = 36 hours

Tutorial = 1 hour/week

CaseStudy = 0 hours

Laboratory = 36 hours

GroupSize: 15 per Practical Batch

MethodofAssessment: Continuous assessment: 50%. Examination: 50%.Continuous assessment will

comprise of four components: two quizzes (30%), two closed-book short test

(60%), one Assignment/ Seminar (10%) ,one laboratory report .The closed-booktest is aimed at assessing the interim knowledge gained by the student. The

quizzes are aimed at assisting the students in preparation for the tests and

checking the progress of their study. The laboratory report is aimed at assessing

the capability of the student in analyzing and reporting experimental data.

NumberofCredits: 05

Objectives:


1. Use of precise angle measuring instrument for trigonometric leveling and setting out works.

2. Use of different types of horizontal and vertical curves for various civil engineering applications such

as roads , railway lines, irrigation canals etc.

3. Describe the methods of computing areas and volumes for various civil engineering applications

4. Application of surveying for construction of civil engineering structures.

5. Analyze horizontal and vertical angle alignment of civil engineering works.

Teaching and Learning Approach:A series of lecture and practical course will cover the entire syllabus along with Field exposure.

Learning Outcomes:

1. Knowledge regarding determination of elevation of any point using TrigonometricLevelling (objectives1, syllabus 1)

2. Knowledge about setting out curves using linear and instrumental methods.(objectives1,2 ,syllabus 2,3)

3. Knowledge of computation of earthwork in cutting and filling. . (objectives3,4,syllabus4,5)

4. Knowledge about Setting out various civil engineering works such as building ,watersupply and sewer lines, bridges, culverts, tunnel etc. (objectives2,3, syllabus 2,3,4,5,)

5. Acquire Objectives competence in hands on use of survey equipments for planning andexecution of civil engineering projects. (objectives1,2,3,4,5 syllabus 2,3,5,)


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Syllabus:

PART AUNIT -I

1.Trigonometric leveling

Determination of elevation of objects when the base is accessible and inaccessible by single plane and

double plane methods, Distance and difference in elevation between two inaccessible objects by double plane method, errors due to curvature and refraction and corrections .6 Hrs

UNIT II

2.Curve setting

Curves -Necessity -Types, Simple curves -Elements - Designation of curves -Methods of Setting out

simple curves by linear methods and method of Rankines deflection angle, Compound curve, Reverse

curve . 8 Hrs

UNIT III

3.Super elevation

Transition curves, Characteristics, Types-Ideal, Cubic Spiral, Cubic parabola, Lemniscate length of

curve-methods, Setting out computations. Vertical curves-Need and types, problem. 8 Hrs

UNIT IV

4.Areas and volumes

Calculation of area from cross staff surveying. Calculation of area of a closed traverse by coordinatesmethod. Area calculation by Trapezoidal rule and Simpsons rules. Computations of volumes by

trapezoidal rule and prismoidal rule. 7 Hrs

UNIT V

5.Construction survey

Basic definitions -Line, grade, stakes controls. Setting out a building by a central line of rectangle and

circumscribing rectangle . Setting out of water supply and sewer lines. Setting out of culverts. Setting

out of tunnels -center line transfer -level transfer- Weisbach triangle. 7 Hrs

PART-B1.To determine the elevation of an object using single plane method when base is accessible and

inaccessible.

2.To determine the distance and difference in elevation between two inaccessible points using doubleplane method.

3.To set out simple curves using linear methods-perpendicular offsets from long chord and offsets from

chords produced methods.

4.To set out simple curves using Rankines deflection angles method.

5.To set out compound curve by angular method ,using theodolite only.

6.To set out reverse curve between two parallel lines by angular methods, with the help of theodolite


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only.

7.Setting out Cubic spiral ,cubic parabola and Lemniscate and composite curve-using Theodolite and

accessories

Reference Books:

I. Punmia B.C, Surveying' Vo1 and 2 - Laxmi Publications,2010

2 Chandra A.M, Plane Surveying - New age international (P) Ltd 2009

3. Arora K.R Surveying Vol I & II, Standard Book House, 2009

4. Duggal S.K, Surveying Vol I &II, Tata McGraw Hill Publishing Co., 2009














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CONCRETE TECHNOLOGY


Periods/week: 3+1+3 Exam :3hrs+3 hrs


HoursAssigned:

Tutorial =1 Hour/week

Lecture = 33 Hours

MethodofAssessment: CIE consists of five components, two quizzes (total percentage of 30%), two

written tests(total percentage of 60%)and one assignment and field visit (10%).

The written test is aimed at evaluating the knowledge gained in the subject bythe student. The quizzes are aimed at assisting faculty in checking the progress

of the student in the subject. Assignment develops the searching and writing

skills in the student. Field visits help the students to acquire the practical

knowledge in the subject.


Objectives:

1. Outline the types of cements and application.

2. Assess the methods of measuring workability of concrete3. Analyze the methods of mix proportion of concrete as per Indian Standards

4. Analyze the strength of concrete

5. Outline the importance of durability

6. Describevarious types of new concretes


A series of lectures, presentations and practice in the lab will be used to cover the portions. Assignments

will be given at times to get additional knowledge in the subject. The field visit helps the student to

expose to practical problems, making the learning process more effective.

Learning Outcomes:

Upon successful completion of the course a student will be able to

1. Assess the quality of cement required for a particular application (Objective 1, Syllabus 1)2. Evaluate the workability of fresh concrete (Objective 2, Syllabus 2)

3. Design the concrete mix for a particular grade (Objective 3, Syllabus 3)4. Analyze the strength of concrete (Objective 4, Syllabus 4)5. Identify the new types of concrete (Objective 6, Syllabus 5)


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PART A

UNIT I

1.1 Cement: Hydraulic cement, Types of cement, Hydration, importance of water cement ratio, brief

description of field and laboratory testing results of cement fine and Coarse aggregates.

1.2 Mixing water: Quality

1.3 Gel space ratio (Numerical problems) 7 hours

UNIT II

2.1Workability: Factors affecting workability, Measurement by various tests

2.2Manufacturing Concrete: Mixing, Transporting, Placing, Compaction and Curing

2.3Admixtures: Mineral and Chemical admixtures, types with examples. 7 hours

UNIT III

3.1 Significance and objectives of concrete mix proportioning

3.2 General Considerations

3.3 Mix proportioning using IS 10262 : 2009 method (Numerical problems) 6 hours

UNIT IV

4.1 Compressive Strength Factors affecting, Abrams law, Importance of Strength development with

age, Maturity concept (Numerical Problems), accelerated curing, compressive and tensile strength,

Methods of finding the strength.

4.2 Importance of non destructive tests, Procedure to conduct tests Penetration and pull out test,

Rebound hammer test, Ultra sonic pulse velocity test. 7 hours

UNIT V

5.1 Significance of durability in concrete and reinforced concrete

5.2 Permeability of cement paste, aggregate and concrete

5.3 Properties and applications geopolymer concrete

5.4 Properties and applications of self compacting concrete

5.5 Properties and applications of high strength and high performance concrete 7 hours

PART B (Laboratory)

Cement : Determination of normal consistency, Setting time, Specific gravity, Compressive strength,

Concrete : slump test, compaction factor, Vee-bee test on fresh concreteDesign of concrete mix by IS 10262 2009.

Compressive strength and split tensile strength of concrete cubes/ cylinders

Reference Books

Theory:

1. Santhakumar.A.R, Concrete technology, Oxford University Press, New Delhi, 2007

2. Shetty. M.S., Concrete Technology Theory and Practice, S.Chand & Co Ltd., New Delhi, 2007


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3. Kumar Mehtha.P and Paulo J M Monteiro., Concrete Microstructre, Properties and Materials,

Indian Edition, Indian Concrete Institute, Chennai, 1997

4. Neville. A.M, Properties of concrete IV Edition, Peaerson Education, Inc, and Dorling Kindersley

Publishing Inc. 1995

Laboratory:

1. Gambhir M L ., Concrete Manual, Fourth Edition, Tata McGraw Hill Education private Ltd, New

Delhi. 2009

2. IS 10262 : 2009, Concrete Mix proportioning guidelines, First Revision.2009.















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APPLIED FLUID MECHANICS



Credits: 4 SEE Marks: 150

HoursAssigned:

Lecture = 36 hours


written tests(total percentage of 60%)and one assignment(10%).



the progress of the student in the subject. Assignment develops the writing

skill and acquired knowledge with analytical scientific background in a well

organized way.

No.of Credits: 04

Course objectives:

The second course in Applied Fluid Mechanics is expected to serve the following objectives:-

1. Effectof viscosity upon the flow characteristic in pipes and also upon friction factor

2. The laws governing the open channels flow both in uniform flow, and also rapidlyvarying flow.

3. Awareness of rapidly varying flow and its application in Hydraulic jump

4. The concept of boundary layer Hydraulics particularly with respect to sediment transportand its importance in reducing economic life of reservoir.

5. Concept of design of stable alluvial channel regime channels.

6. Application of Impulse-momentum theorem in case of Vanes and centrifugal pumps

7. Hands on experience on Hydrometrological measurements with performance ofcentrifugal pumps.

Teaching and Learning process:

The course material is delivered through hands on approach handling simultaneously theory and

problems.

Learning outcomes.

1. Students will be able to determine velocity gradient and shear stress between viscous fluid flow and

surface of contact(objective 1,syllabus1)

2. Students will be able to design the open channels for various multi purpose water resources projects

and also will have the knowledge of determining dissipiation of energy due to hydraulic jump and and

design of downstream protection measures. (objectives 2,3,syllabus 2)

3. Students can estimate the life of reservoir, choking of open channels due to sediment transport

pribciple and also design of regime channels..(Objective 4,5,syllabus 4)

4.Principle of Newtons second law of motion or Impulse-Momentum theorem is established in designing

turbines and centrifugal pumps.(Objective 6,Syllabus4&5)


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5.Hands on experiments for determination of open channel flow constants, determination of performance

characteristics of Hydraulic Machines.(Objective7,Part B)

Syllabus:

UNIT-I

1.Viscous flow

Viscous flow through circular pipes, calculation of shear stress at boundary and friction factor Poiseuille

and Couette flows. Power absorption in bearings. 5 Hours

UNIT-II

2.Open channel flow

Calculation of velocity using Chezy and Mannings equation, Hydraulic efficient channels. Rectangular

& Trapezoidal section. Design of circular channels for max velocity & Discharge conditions. 4

Hours

Specific energy, critical depth, Froudes number, Specific energy diagram. Subcritical, supercritical

flows. Alternative depths. Hydraulic jump. 4 Hours

UNIT-III

3.Sediment Transport:

Incipient motion of sediment bed forms. Ripples & Dunes Sediment load design of stable channel

(Tractive force method). 8 Hours

UNIT-IV

4.Impact of Jet on Vanes

Impact of Jet on Vanes on straight & curved vane without & with motion of the vane velocity triangles

and their components & its application in vane analysis.

6

Hours

UNIT-V

5.Centrifugal pump and its components.

Works done on Impeller; pump efficiencies. Calculation of minimum starting speed and minimum

impeller diameter. Pump in series & parallel. Multistage centrifugal pump 6 Hours

Part B(Laboratory)1. Calibration of 90oV-notch2. Calibration of rectangular or Trapezoidal notch

3. Calibration of Ogee weir

4. Calibration of Sutro weir

5. Calibration of Venturi meter


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6. Calibration of Water meter

7. Determination of Darcys friction factor for a straight pipe.

8. Performance tests on a single stage or multi stage centrifugal pump (constant speed)

9. Performance tests on submersible pump.

10. Calibration of pressure gauge

11. Determination of critical velocity in water and sand mixture by varying slopes

12. Calibration of current meter (Demonstration)

Reference Books:

1. Subramanya K., Flow in open channels Tata Mc-Graw Hill, New York III edition-20092. Bansal R.K.,Fluid Mechanics & Hydraulics M/c Laxmi publications IX edition 2005,3. Streeter., Fluid Mechanics II Edition, Tata Mc-Graw Hill, New York-19984. Modi P.N and Seth S.M.,Hydraulics and Fluid Mechanics Including Hydraulic Machines

Stnadard Book House 2005




marks, while 10 marks are allotted to seminars / assignments / innovative activities. Each test duration is90 minutes. There will be no choices in test questions.








Scheme of Examination (Lab): The student should conduct one individual experiment


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CIVIL ENGINEERING GRAPHICS

Sub Code:10 CV48 CIEMarks: 100

Periods/week: 1+4 Exam : 3hrs


Method of Assessment: CIE consists of continuous evaluation of drawings by CAD and manual

drafting, At the end of the semester, a test is conducted for given data. It is

aimed at evaluating the interim skills of drafting gained in the subject by the

student. Assignment develops the drawing skills and acquired knowledge with

scientific background in a well organized way.

Course Objectives:

1. The Students are expected to become conversant with preparation ofdimension drawings with regard

to civil engineering structures including components of buildings manual drafting.

2. The students will learn the preparation of different views of buildings including its sub structure part

subjected to constraints imposed by city regulation authorities by manual drafting.

3. The students will learn comprehensive design of buildings subjected to requirements of the clients ofthe category of small public utility building.

4. The student will learn the computer aided design and drawing as the part of automated drawings.

Learning Outcomes:

At the end of the course student will have comprehensive knowledge of

1. Knowledge of building bye-laws ,building standards and its application.(ojective1,syllabus1).

2. Reading and manual drafting of functional drawings (objectives1, syllabus2,3,4)

3. Reading and manual drafting of components of building drawing both in plan, elevation and section

(objectives 2,3 , syllabus3,4,5).

4. Design and drawing of buildings subjected to clients requirement (objectives 3,4, syllabus1,4,5).

5.Preparation of service drawing through manual drafting an CAD(objectives4, syllabus,5).

Syllabus

Part A (MANUAL DRAWING)

1. Functional design of buildings (Residential, public and industrial) orientation and positioning of

various components of buildings- Building standards Bye laws- set back distances- calculation of

carpet area, plinth area and FAR.

2. To prepare working drawing of components of building like (i) Doors & windows (ii) RCC stairs

Doglegged & open well stairs (iii) RCC beams, slabs, Chejja and lintels (iv) Trusses.

3.Design and drawing of simple residential building of single, double and three bed rooms, with

necessary views, such as plan section and elevations.


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4.Functional design of building using inter connectivity diagrams (bubble diagram), development of line

diagram only for following buildings (i) primary health centre (ii) primary school building (iii)college

canteen (iv) office building.

5. Plumbing, sanitary and electrical layouts for a simple residential building (plan being given).

Part B (CAD DRAWING)

6. Functional design of buildings (Residential, public and industrial) Positioning of various components

of buildings, orientation of Buildings, building standards, bye-laws, set back distances.

Reference books:

1. Shah.M.H and Kale. C.M Building Drawing Tata McGraw Hill Publishing co. Ltd., New Delhi-

2007

2. National Building Code, BIS , New Delhi

3. Chakra borty. Civil Engineering Drawing-2009

4. S.K Duggal Building Materials New age publications -2009


The CIE consists of evaluation of manual drawings (30 Marks), evaluation of CAD exercises (30 Marks),

1 test manual drawings and 1 test CAD exercise (20 marks each).

Scheme of Examination:

TWO questions of 100 marks each to be set and student can answer any one using CAD drafting.

Ci il E S ll b 2011

syllabus+ civil+finalised+and+revised+on+08!09!2011

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