Revised Syllabus for the Third Year Civil Engineering ...engineeringstuff.in/.../1Civil-Sem-V-VI_ · Revised Syllabus for the Third Year Civil Engineering (Semester V ... Types of

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EncloJIII'e Co Item No. 4-. ( 6 27.5.2009

UNIVERSft'Y OF MUMBAI

Revised Syllabus for the

Third Year Civil Engineering

(Semester V & VI)

(With effect from the academic year 2009-201 0)

Stmtsfer V

Subjec1s

I. S1rue1uml Amtlvsia-U•

2. GcOtechnicaJ Eno:incerlo.r-1•

3. Building Otsfgn anti Dnwin;.u•

4 An•ll<d HvdtauliC3·i

$. T 111Uporfatioo

I ~-;;;;in.,crin•-• • 6 Eft~ipllld

To!AI

UNIVERSITY OF MUMBAI SCHEME OF INSTRUCTIONS AND £XAJ\11NA TION

(RR-2007)

THIRD YEAR ENGINEERING: (Civil Ellcinc.ering)

Nor:rperlods per ::;eek D11ration 60 minules eo<h ofrheory

pa110r Theory l'erm Lcccure PraetiCJII Tutorial (hours\ Paner Work

4 - 2 3 100 25

4 2 - 3 100 25

2 3 - 4 100 $0

4 2 - J 100 25 4 • 2 3 100 25 -3 - 2 3 100 25

21 7 ' - 600 175 • Common lo Constructron Engmeenng. @ Oral and sketcbmg

Semerler - VI

No(:r periods per week Duration

Subjects 60 mlnules taehl of theory poper Theory Term Lecture PrattJcal Tutorlnl tiaours) Pancr Work

i. Oeoteehnleal 4 2 .. 3 100 2S l.ln•inccrina-11 • -2. O.:sign & Dnawing 4 2 4 100 2S or Slecl Srructures

. . 3. Applied

3 2 - 3 100 lS 1-i~~~~ .... n 4. Tronsponation

4 2 En•;nccrin• ·ll' . 3 ICO lS

s. Environ menial 4 2 3 100 2S ···-· -

Thoory or

6. Reinforced and

4 2 3 100 25 P~tressed

. Concrete

Total 2.3 8 4 . 600 150 • Common 10 Consn-ucuon En&•neerlnj!. @Oral and-slictchmg

• •

Marks

Practical Oral Total

- 25 150

lS . ISO

25@ - 175

- - 125 . - - 125

- - 125

so 25 aso

Mnrks

PractJul Oral Total

- 25 ISO

- ,25@ ISO

- 25 ISO

. lS ISO

- - 125

. - 125

- 100 850

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Class:-T E (Civil/Construction.) Semester V Subiect:-Structural Analysis - II Periods/week - each Lecture 04 Period of 60 ?ractical . minutes duration Tutorial 02

Hours Marks Theory Examination 03 100 Practical . .

Evaluation System Oral . 25 Term Work . 25 Total 150

Detailed SYllabus Module Topics No. of

Lectures I General 06

Types of structures occurring in practice and their classification. Stable and unstable structure, statical and kinematical determinacy and indeterminacy of structure. Symmetric structure, symmetrical and anti-symmetrical loads, . distinction between linear and non-linear behaviour of material and

, ~teometric non-linearity. 2 Deflection of statically determinate structures: 06

Review of general theorems based on virtual work and energy methods, introduction to the concept of complimentary energy, absolute and relative deflections caused by loads, temperature changes and settlement of supports, application to beams, pin jointed frames and ri1tid jointed frames.

3 Analysis of indeterminate structures by flexibility method: 14 Flexibility coefficients and their usc in formulation of compatibility equations. Theorem of three moments, Castigliano's theorem of least work, application of above methods to propped cantilevers, fixed beams, continuous beams. Simple pin jointed frames including effect of jack of fit for members. Simple ri~id iointed frames and two hin~red parabolic arches. •

4 Analysis of indeterminate structures by stiffuess method: 14 Stiffuess coefficients for prismatic members and their use {or formulation of . equilibrium equations, direct stiffuess method, slope deflection method, Moment distribution method. Application of the above methods to indeterminate beams and simple rigid jointed frames, rigid jointed frames with inclined member but having only one translational degree of freedom in addition to rotational degree of freedom including the effect of settlement of supports.

5 Introduction to plastic analysis of steel structures: 08 Concept of plastic hinge and plastic moment carryingJ;apacity, shape factor, determination of collapse load for sin1tle and multiple span beams .

. Theory Examination:-

I. Question paper will consist oftotal seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum part of the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper, weightage of each module may be proportional to the number of

respective lecture hours as mentioned in the syllabus.

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Oral E:umlnatlon:-Oral examination will be based on entire syllabus.

~ I Term work:- I Each student has to appear for at least one written test during the tem1. At least 20 (twenty) solved ', problems based on the above syllabus and the graded answer paper of tenn test shall be submitted I as term work At least ten out of the 20 solved problems have to be validated by using available I computer software.

The distribution oftenn work marks will be as follows: Assignments Written test (at least one) Attendance (Theory & Tutorial)

10 marks 10 marks 05 marks

The final eertificat.ion and acceptance of term work ensures the satisfactory performance of tutorial work and at least minimum passing in the term-work.

Recommended Books:-1. Basic Structural Analysis: Reddy C.S., Tata McGraw hill. 2. Matrix Method in Structural Analysis: Pandit and Gupta, Tata McGraw hill. 3. Structural Analysis, Vol II: Junnarkar S.B. Charotar Publishers. 4. Modem Methods In Structural Analysis: Dr. B.N. Thadani and Dr. J. P.Desai,

Weinall Book Corporation. 5. lntennediate Structural Analysis: Wang C.K., Tata McGraw hill. 6. Analysis of Framed Structures: Gere and Weaver, East-West Press. 7. Structural Aqalysis Vol.l and Vol. II: Pandit and Gupta, Tata McGraw hill. 8. Structural Analysis: L.S. Negi and R. S. Jangid, Tata McGraw hill. 9. Structural Analysis, A unified approach: Prakash Rao D.S., University press. 10. Matrix Methods of Structural Analysis: Dr. A. S. Meghre, S. K. Deshmukh, Charotar

Publishing House. II. Struchtral Analysis: Chajes A., Prentice Hall

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Class:-T E (CiviVConstruction.) I SemcstcrV Subicct:-Geotecbnical Eneineerlnl!- I Periods/week -each Lecture 04 Period of 60 Practical 02 minutes duration Tutorial -

Hours Marks Theorv Examination 03 100 Practical - 25

Evaluation System Oral . -Term Work - 25 Total 150

Uctailed Svllabus Module

I.

2.

3.

4.

Topics

Introduction i Definitions: soil&, soil mechanics, soil engineering, rock mechanics. ii Geotechnical Engg: scope of soil engineering, comparison between soil

&. rock.

Basic definitions & relationship i Soil as three phase system in terms of weight, volume, void ratio,

porosity. li Definitions: moisture content, unit weights, degree of saturation, void

ratio, porosity, specific gravity, mass specific gravity etc. Relationship between volume-weight, void ratio-moisture content, unit weight-percent air voids, saturation-moisture content, moisture content-specific gravity etc.

iii Determination of various parameters such as moisture content by oven dry method, pycnometer, saod bath method, torsional balance method, radio activity method, alcohol method.

iv Specific gravity by density bottle metl1od, pycno~eter method, . measuring flask method . v Unit weight by water displacement method, submerged weight method,

core cutter method, sand replacement method.

Plasticity characteristics of soil i Introduction to definitions of: plasticity of soil, consistency limits -

liquid limit, plastic limit, sbrinkage limit, plasticity, liquidity and consistency indices, flow &. toughness indices, de!lnitions of activity and sensitivity.

ii Detennination of: liquid limit, plastic limit, shrinkage limit iii Use of consistency limits.

Classification of soils i

ii

Introduction of soil classification: particle size classification, textural classification, unified soil classification, indian standard soil classification system Identification: field identification soils in different groups.

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of soils, general characteristics of

.

No. of Lectures •

OJ

09

•

05

03

s

5. Permeability of soils OS i Introduction to hydraulic head, Darcy's law, validity of Darcy's law ii Determination of coefficient of permeability, Laboratory methods:

constant head method, falling head method, Field methods: pumping-in test, pumping-out test

iii Permeability aspects: permeability of stratified soils, factors affecting penneability of soil.

6. Seepage analysis 03 Introduction, stream and potential functions, characteristics of flow nets, graphical method to plot flow nets, usc of flow nelS.

7. Effective stress princiJlle 03 r Introduction, effective stress principle, nature of effective stress, effect

of water table

I ii Fluctuation of effective stress. effective stress in soils saturated by

canillary action, seepage pressure, quick sand condition. •

8. Compaction of soils 02 i Introduction, theory of compaction, laboratory detennination of

optimum moisture content and maximum dry density. ii Compaction in the field, compaction specification 8Ild field control.

9. Consolidation of soils 07 Introduction, comparison \)ctween compaction & consolidation, initial, primary & secondary consolidation, spring analogy for primary --consolidation, consolidation test results, basic definitions, Terzaghi's theory of consolidation, final settlement of soil deposits, consolidation settlement: one-dimensional method, secondary consolidation.

• 10. Shear strength 05

Prin.;ipal planes parallel to the coordinate axes, Mohr's circle, important . characteristics of Mohr's circle, Mohr-Coulomb meory, types of shear tests, direct shear test, merits of direct shear test , tri-axial compression tests, test behaviour of UU, CU and CD tests, relation between major and minor principal stresses, unconfined compression test, vane shear test.

II. Soil exploration 05 Introduction, methods of investigation, methods of boring, soil samplers and sampling, number and disposition of trial pits and borings, penetrometer tests, borehole logs, geophysical methods.

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Theory Examination:-l. Question paper will consist of total seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum pan of the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weightage of each module may be proportional to the number of


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Practical Examination:-Practical examination will be l?ased on the experiments conducted.

List of pracffcals:- (at least ten to be performed) 1 Field density using cere cutter method 2 Field density using sand replacement method 3 Natural moisture ccntent using oven drying method 4 Field identification of fine-grained soils 5 Specific gravity of soil grains 6 Grain size distribution by sieve analysis 7 Grain size distribution by hydrometer analysis 8 Consistency limits by liquid limit 9 Consistency limits by plastic limit J 0 Consistency limits by shrinkage limit II Permeability tests using ccnstant test method 12 Permeability tests using falling head method 13 Compaction test: standard proctor test. 14 Com paction test: modified proctor test 15 Relative density

Term work:

Each student has to appear for at least one written test during the term Report on experiments performed as detailed above, assignments including 15 problems based on the above syllabus (preferably 2 problems on each topic) and the graded answer paper of the term test shall be submitted as tenn work.

The distribution oftenn work marks will be as follows: Reports of experiments performed and asslgnilienls Written test (at least one)• Attendance (Theory & Practical)

10 marks 10 marks OS marks

The fi~al certification and acceptance of tenu work ensures the satisfactory performance of laboratory work and at least minimum passing in the term-work.

Recommended Books: I. Soil Engineering in Theory and Pmctice: A lam Singh, CBS Publishers & Distributors, New

Delhi. 2. Soil Mechanics and Foundation Engineering: V. N. S. Murthy, Saitech Publications. 3. Soil Mechanics and Foundation Engineering: K. R. Arora, Standard Publishers and

Distributors, New Delhi. 4. Geotechnical Engineering: C. Venkatramaiah, New Age International 5. Fundamemals of Soil Engineering: Taylor, D. W., John Wiley & Sons 6. An Introduction to Geotechnical Engineering: Holtz, R. D., Printice Hall, New Jersey 7. Soil Mechanics: Craig. R. F., Chapman & Hall 8. Soil Mechanics: Lambe T. W. & Whitman R .. V., John Wiley & Sons 9. Theoretical Soil Mechanics: K. Terzaghi, John Wiley & Sons 10. Relevant Indian Standard Specifications & Codes BSl Publications>New DeihL

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Class:-T E (Civil/Construction.) I Semester V Sublect:-Build1nl! Desi!m and Drawing - D Periods/week - each Lecture 02 Period of 60 Practical 03 ·-minutes duration Tutorial -

Hours Marks Theory Examination 04 100 Practical (Sketching - 25

Evaluation System & Oral) Term Work - 50 Total - 175

Detailed Syllabus Module Topics No. of

Lectures I. Planning & design of public buildings such as; 9

i. Buildings for education: schools, colleges, institutions, libraries ii. Buildings for health: hospitals, health centers, dispensaries, maternity

homes, sanatoriums iii. Industrial buildings iv. Buildings for entertainment: theatres, cinema halls, club houses,

sports clubs v. Offices vi. Hostels, hotels, boarding houses, rest houses

2. Architectural planning, massing and composition, concept of buill 2 environment and its application in planning

3. Perspective drawing: one point and two point perspective---- - 3

4. Principles of modular planning, planning as recommended by National 2 Ouildihg Organization

5. Town planning: objectives and principles, master plan, road systems, 2 zoning, green belt, slums

6. Use of computers in building planning and designing. 2

·-7. Understanding certification methods (TERI, LEEDS) for Green buildings. 3

Theory Examination:-I. Question paper will consist of total seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum part of the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weightage of each module may be proporttonal to the number of


Practical Examination {Oral & sketching):-Practical examination will be based on the entire syllabus. The examination shall consist of drawing sketches and oral based on the entire syllabus.

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Term Work: Tenn work shall consist of nt least three A I (Imperial) size drawing sheets giving details of minimum two different types of public buildings. One building shall be planned in RCC framed structure and shall have ground plus at least one upper floor. Other building shall be planned as a load bearing single storied structure situated in rural area and has to be constructed with locally available materials. The drawings should include following de1ails: floor plans, elevation, typical section, roof plan, foundation plan, site plan, layout plan with drainage lines, and any other typical details. The drawings should accompany a report with following details: description of site, plot area, PSI statement, finer points in architectural planning and brief description of items of construction. The report should also include at least two A I size sheets with sketches giving details of some clements of.thc buildings drawn in AUTOCAD or similar software.

The distribution oftenm work marks will be as follows: Drawings Report on plhnning and design of buildings Written test (at least one) Attendance (Theory and Practical)

25 marks 10 marks 10 marks 05 marks

The final certification and acceptance of tenm work ensures the satisfactory perfonmance of practical work. and at least minimum passing in the term work.

Recommended Books: I. Building Drawing: M.G. Shah, C.M. Kale, S.Y. PatH, Tata McGraw Hill, Delhi. 2. Civil Engineering Drawing: M. Chakraborty, Monojit Chakraborty Publication, Kolkata. 3. Building Drawing and Detailing: BTS Prabhu, K.V. Paul and C. Vijayan, SPADES

Publication, Calicat. 4. Planning and Designing Buildings: Y.S. Sane, Modem Publication House, Pune.

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Class:-T E (Civil) Semester V Subject:-Applied I·h draulics- I

3 Periods/week -each Lecture 04 l'eriod of 60 Practical 02 minutes duration Tutorial -

Hours Marks _ Theory Examination 03 100 Practical - -

Evaluation System Oral - -Tem1 Work - 25 Total 125

Detailed Svllnbus Module

1.

2.

3.

4.

5.

Topics

Dynamics of Fluid Flow: Momenium principle (applications: force on plates, pipe bends) and moll)ent of momentum equation (applicfttions: sprinkler)

Dimensional Analysis: Dimensional homogeneity, Buckingham's 7t theorem, Rayleigh 's method, dimensionless groups. similitude, model studies, distorted & undistorted models.

Impact of jets and jet propulsion: Jet striking- stationary, moving, inclined and perpendicular flat plat~. hinged flat plates, impact on sllltionary curved vane, series of curved vanes, jet propulsion of ships.

Turbii1es: • General layout of hydro-electric power plant, heads and c tliciencies of turbine, c lassification, Pelton wheel, reaction turbine, Francis turbines, Kaplan turbine, draft tube theory, specific spee-d, unit quantities, characteristics curves, Governing o f turbines, cavitations.

Centrifugal pumps: Work done, heads and efficiencies. minimum speed series and parallel operation. Multistage pumps, specific speed. model testing. priming, characteristic curves, cavitation.

l--c:---1-:c:-:----:-:-----:-:-- - - - -- - - ------- -6. Hydraulics machinery:

Hydraulic ram, press, accumulator, intensifier, crane and lift

No. of Lectur~

6

8

12

9

5

1----~--------------------------------------~- --Theory Examination:-

1. Question paper will consist of total seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number 1 will be compulsory and based on maximum part o f the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weiglttage of each module may be proportional to the number of


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List of Practicnls:- (at least six to be performed) I. Impact of jet on O:tt plate 2. Impact of jet on flat inclined plate 3. Impact of jet on curved plate 4. Performance of Pelton wheel- full gate opening 5. Perfonnance of Pelton wheel- half gate opening 6. Perfom1ance of Centrifugal pumps 7. Performance of Kaplan turbine 8. Performance of Francis turbine 9. Hydraulic ram 10. Pumps in series I I. Pumps in parallel

Term Work:

Each student has to appear for at least one written test during the term. Report on experiments performed as-detailed above, assignments includ ing 15 problems based on the above ~yllabus and the graded answer pal)"cr for the tem1 test shall be submitted as term work.

·n1e distribution of term work marks will be as follows: Report on experiments and assignments Written test (at least one) Attendance {Theory & Practical)


The final ccrti fication and acceptance of terrn work ~nsures the satisfactory performance of laboratory work and at least minimum passing in the tem1 work.

Recommended Books:

1. Hydraulics and l"'luid Mcchnnics: Modi P.M. and Seth S.M., Standard Book House 2. Theory and Applications of Fluid Mechanics: Subramanaya K., Tata McGraw Hill. 3. Fluid Mechanics: Or. Jain A.K., Khanna Publishers. 4. Pluid Mechanics: Nagurathnnm S., Khanna Publishers. 5. flow in Open Channels: Subramanya K., Tata McGraw Hill. •

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Class:-T E (Civil/Construction.) I Semester V Subiect:-Transportation Engineering -I Periods/week -each Lecture 04 Period of 60 Practical -minutes duration Tutorial 02

Hours Marks Theory Examination 03 100 Pract ical - -

Evaluation System Oral - -Term Work - -- 25 -Total 125

Detailed Svllabus Module Topic~ No. of

Lectures 01 lnlroduction: 04

I Role of transportation in Society, objectives of trnnsport~tion system, different types of mod~-s. planning & coordination of different modes for Indian conditions.

02 Railway Engineering 16 i Merits of rai l transportation, railway gauges and problems due to non

uniformity of gauges. II Cross section of pcm1anent way and track components, sleeper -

functions and types, sleeper density, ballast functions nnd dlfferent ballast materials.

iii Rails: coning of wheels and tilting of rails, rail cross sections, wcm· !lnd creep of rails, roil fast~nings.

iv Geometries: gradients, tr~nsition curves, widening of gauge on curve;., cant and cant deficiency.

v Points and crossing: design of tumours, description of track junctions. different types of track junctions. .

• vi Yards: details of different types of railway yards and their functions. vii Signalling and interlocking: classification of signals, interlocking of

signals and points. control oftraifl movemenL viii Construction and maintenance of railway track, method~ of

construction, material requirements, maintenance of tracks and traffic operations.

ix Modernization of tr~ck and railway station for high speed trains spccwl measures for hiJth meed 1.111ck.

03 Airport Engineering 24 i Aircraft cornponeln parts and its limction, aircrafl chumctoristics and

their influence on airport planning. ii Airport planning: topographical and geographical features. existing

airport in vicinity, air traffic characteristics, development of new airports, factors affecting airport site selection.

iii Airport obstruction: zoning laws, classification of obstructions, imaginary surfaces, approach zones, turning zones.

iv Airport layout: runway orientation, wind rose diagrams. basic runway length, corrections for runway length, airport classification, geometric design, airport capacity, runway configuration, taxiway design, geometric standards, exit taxiways, holding aprons, location or terminal buildings, aircraft hangers and parking.

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v Airport marking and lighting marking and lighting of runways. taxiway, approach and other areas.

vi Terminal area & airport layout: terminal area, planning of terminal buildings, apron: siu of gate position, number of gate position, aircraft parking system, hanger, general planning considerations and blast considerations.

vii Air traffic control: Air traffiC control aids, en-route aids. landing aids. viii Airport dminage: requirement of nirport drainage, design data, surface

drainage design. ix Airport airside capacity and delay: runway capacity and delays,

practical hourly capacity, practical annual c11pacity, computation of runway system. runway gate capacity, taxiway capacity.

x Air traffic forecasting in aviation: forecasting methods, forecasting reauirement and amJlications.

lnrroduction of water transportation system, harbors and docks, port faoilities.

Theory Examination:-!. Question paper will consist of total seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum part of the syllabus. 4. Remaining questions will be mixed in nature.

04

S. In question paper weightage of each module may be proportional to the number of respective lecture hours as mentioned in the syllabus.

Term Work: Each student has to appear for at least one written test during lhe term. Report on I 0 assignments (including numerical problems and layout sketches) and the graded answer paper for the term test shall be submitted as tenn work.

The distribution of term work marks will be as follows: Reports of assignments ; Written \eSt (at least one) : Attendance (Theory & Tutorial) :

10 marks IO'marks OS marks

The fmal certification and acceptance of term work ensures the satisfactory performance of tutorial work and at least minimum passing in the term-work.

Jlecommended Books: I. A Course of Railway Engineering: Saxena S C and Arora S P, Dhanpat Rai and Sons, New

Delhi. 2. Airport Planning and Design: Khanna & Arora, Nemchand Bros, Roorkee 3. Indian Railway Track: Agarwal M. M., Suchdeva press New Delhi, 4. Docks and Harbour Engineering: Bindra S 1', Dhanpat Rai and Sons 5. llorbour, Dock and Tunnel Engineering: R Shrinivas, Chrotar Publishing House 6. A Text Book on Highway Engineering and Airpons: Sehgal S E, Bhanot K L, S. Chand &

Co. 7. Planning and Design of Airport: Horonjeff and Mckelrey, Tata McGraw Hill. 8. Design & Construction of Ports and Marine Structures: Quinn AD, Tata McGraw Hill. 9. Airport Engineering: Rao G V, Tata McGraw Hill

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Ctass:-T E (Civil) I Semester V Subiel:t:-Eutrem·clleurshiJJ and Managemrnt Periods/week - each Lecture 03 T'eriod of 60 Practical -minutes duration Tutorial

-02

Hours Marks Theory Examination 03 100 Practical - -

Evaluation System Oral . -Tenn Work . 25 Total 125

D S ctailcd SYllabus Module Topics ·-No Of

I I. Definitions of entrepreneurship, concept of --. entreprenqu- and elltreJ)reneurship, characteristics of entrepreneurship, an ideal entrepreneur

L~Ct\11'~ 03

2. The entrepreneurial culture - 04·-Aspects of entrepreneurship, environment for entrepreneurship, culture: elements of culture, busin~ss culture and culture of socir:ty, entrepreneurlul culture, cultural change, socio-economic origins of entrepreneurship, barriers to entrepr-.neurship, factors affecting enlrcpreneurship

3. Classification and types of enlrcprencurship 04·· Classification depending on type of business, technology, motivation, growth, stages of development

4. l!ntn;preneurial trnits and motivation 05 Entrepreneurial initiative, characteristics of an entrepreneur, qua(ities of an entrepreneur, entrepreneurial skills, entrepreneurship: sources of supply & motivation, Growth of eulrcpreneurs, entrepreneurial functions

5. Project development 06 Project: stages of project, project development cycle, life cycle of project, ISO certification & its importance, search for an idea, preliminary screening. project ident ification, project Formulation, SWOT analysis, project report. Projecl apprais11l: marker, technical, financial, economical, social, ecological, organizational. Tools of analysis: time value of money, compounding & discounting, break-even analysis, payback period, net present value, social cost-benefit analysis Sources & types of finance

6. Present scenario of Indian industry and entrepreneurs, government policies OS promoting entrepreneurship, institutions in aid of entrepreneurs, finance for entrepreneurs, sources and types of finance, small scale industries related to civil ensineering, steps for stm1ing a small scale industry. safety rules & regulations for construction induslries, selection of type of own organization, ownership types: sole proprietorship, partnership, private company, public limited company

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Project accounting: generally ae<:<.-picd accounting principles, book keeping, double entry system and ledger, preparation of income statement and balance sheet

Management: concept of management., o~jectlves, basic functions of management, emergence of management thought, brief description of contributions by fredrick Taylor, Henry Fayol, Elton Mayo and Gilbreth, Principles of organization, forms of organi7..ntion: line, lirfe & staff, functional and matrix

Theory ExanJioalion:-1. Question paper will consist of total seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum part of the syllabus. 4. Remaining questions will be mixed i11nature.

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' 5. In question paper wcightage of each module may b~ proportional to 'the number of respective lecture hours ns mentioned in the syllabus.

Term work Each student has to appear for at least one written test during the term. At least 10 (t~n) assignments based on above syllabus and the graded answ~r paper of term test shall be submiUed as temt work.

The distribution ofterm work marks will be as follows: Rcpot·ts of assignments Written test (at least one) Aucndance (Theory and Tutorial)


The final certification and acceptance of term work ensures the satisfactory perfom~anec of tutorial work and at least minimum passing in the term-work.

Recommended Books: I. Projects: Preparation, Appraisal, Budgeting & Implementation: Prasanna Chandra, Tnta Me

Graw Hill 2. Dyna01ics of Entrepreneurial Development & Management: Vasant Dosai, Himalaya

Publishing House 3. Management: Koont?~ O'Donell & Weirich, McGraw Hill 4. Entrepreneurship: R. I lisrich & M. P. Peters, Taw Me Graw Hill S. Entrepreneurship Development, Colombo plan Staff College for Technical Education, Tata

Me Graw Hill 6. Finance Sense: Prasanna Chandra, Tata Me Graw Hill

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Class:-T E(Civil/Construction.) I Semester VI Subiect:-Geotecbnical Ene:inecrine -ll Periods/week - each Lecture 04 Period of 60 Pmclical 02 minutes duration Tutorial -

Ho~ Marks Theory Examination 03 100 l'racrical - .

Evaluation System Oral - 25 Tenn WO!'k . 25 Total ISO

I> t "I d S II b c a1 e ~yl a us Module lopics No. of

Lectures I. ,Stability of slopes • OS

Introduction, different factors of safety, types of slope failures, analysis of finite and infinite slopes, wedge failure, Swedish circle method, friction cil(:le method, stability numbers and charts.

-2. r ,at~rnl earth pressure theories 10 i Introduction: applications of earth pressure theories, different types of

earth pressures - at rest, active and passive pressures ii Rankine's earth pressure theory: Rankine's earth pressure thoory, active

earth pressure and passive earth pressure for horizontal and inclined backfill including the direction of failure planes for cohcsionlcss und cohesive soi Is.

iii Coulomb's wedge theory: Coulomb's !lCtivo pressure in cohcsionless soils, expression for active pressure, Coulomb's passiv<l earth pressure.

iv Rcbhann's construction for active pressure, Culmann's graphical solutions for active wedge method, passive pressure by friction circle method ror cohesion less and cohesive soils.

3. Earth retaining structures 05 Rigid and flexible retaining structures, stability analysis of retaining walls, cantilever retaining walls, deflection, bending moment and earth pressure diagrams for cantilever sheet piles, computation of embedment depth, construction details, drainage and wall joints.

4. Bearing capacity of shallow foundations 12 i Definitions of ultimate bearing capacity, gross, net and safe pre$sures,

allowable bearing pressure, types of shallow foundations, modes of failures.

ii Bearing capacity theories: Rankine's approach, Pnmdtl's approach anti Terzaghi's approach, concept behind derivation of equation, general bearing capacity equation, bearing capacity equations for square and circular rootings, factors influencing bearing capacity, performance of footings in different soils, Vesic's chart, ultimate bearing capacity in case of locul shear failure.

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8.

iii Plate load test in detail with reference to IS 18b8 and its applications and estimation of settlements, bearing capacity based on standard penetration test.

Axially loaded pile foundations

i Introduction to pile foundations. necessity of pile foundation, classification of piles, construction methods of bored piles, concrete bored piles, driven cast in-situ piles.

ii Pile capacity based on static analysis, piles in sand, piles in clay, dynamic methods and their limitations, in-situ penetration tests and pile load test as per IS 2911 specifications, negative skin friction.

iii Pile groups, ultimate capacity of groups, settlement of pile groups in sand and in clays as per IS 2911 and critical depth method.

Underground conduits

Classes of underground conduits, load on a ditch conduit, settlement ratio, ditoh condition and projection condition, imperfect ditch conduit. •

Open cuts

Difference in open cuts and retaining walls, apparent pressure diagrams, average apparent pressure diagrams for sand, soft and stiff clay, estimation of loads on struts.

Reinforced soil

The mechanism, reinforcement (clements), reinforced-soil interaction, applications, reinforced soil embankments, simple problems.

Theory Examination:-

!. Question paper will consist of total seven questions carrymg i.o marks each .• 2. Only five questions need to be nttcmpted.

3. Question number I will be compulsory and based on maximum part of the syllabus.

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03

03

04

4. Remaining questions will be mixed in nature. •

S. In question paper weightage of each module may be proportional to the number of respective lecture hours as mentioned in the syllabus.

Oral Examinafioo:-Oral examination will be based on entire syllabus.

List of pracficals: {At least six to be perfomted) 1. Consolidation test 2. Triaxial test (UU) 3. Direct shear test 4. Unconfined compression strength test 5. California bearing ratio test 6. Vane shear Test 7. Determination of free swell index

Application of the test performed to foundation problems should be demonstrated by solving m least two problems using data from the test conducted.

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Terntwork:-Each student has to appear for at least one written test during the term. Report on experiments performed as detailed above, assignments including 10 problems and the graded answer p<~pcr for the term test shall be submitted as term work

The distribution of term work marks will be as follows: Report on experiments performed and assignments Written test (at least one)


Allendance (Theory and Practical)

• The final certification and acceptance of teml work ensures the satisfactory performance of laboratory work and at least minimum passing in the term-work.

Recommended .Books:-!. Soil Engineering in Theory and Practice: A lam Singh, CBS Publ!shers & distributors, New

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Dethi 2. Soil Mechanics and Foundation Engineering: V. N. S. Murthy, Saitech Publications 3. Soil Mechanics and Foundation Engineering: K. R. Arora, Standard Publishers and

Distributors, New Delhi 4. Soil Mechanics in Engineering Practice: K. Terzaghi and R. B. Peck, II Edn. 5. Foundation Engineering: R. B. Peck, W. E. Hansen & T. H. Thomburn, Wiley llastem 6. Design aids in Soil Mechanics and Foundation Engineering: S. R. t<:aniraj, Tal11 McGrow

Hill, New Dolhi 7. Foundation Design Manual: N. V. Nayak, Dhanpat Rai Publications, New Delhi 8. Relevant Indian Standard Specifications & Codes, BIS Publications, New Delhi.

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Class:-T E (Civil) I Semester VI Sub.icct:-Desie:n & Drawine: of Steel Structures Periods/week -each Lecture 04 Period of 60 Practical -tJlinutes duration Tutorial 02

Hours Marks Theory Examination 04 100 Practical - -

Evaluation System Oral & Sketching - 25 Term Work - 25 Total 150

Detalled Syllabus Module Topics No. of

Lectures I Introduction to types of steel, mechanical properties of steel, advantages of 02

~iebl as stmctural material, design philosophies of Working Stress Method • (WSM) 'and Limit State Methoo (LSM) •

o?-2 Limit state method, limit state of strength and serviceability (deflection, vibration, durability, fatigue, fire), characteristics and design loads, Classification of cross section- plastic. compact, semi-compact Md slender, limitin~t width to thickness ratio.

3 Design of tension members with welded I bolted end dOnnections using 05 si_ngle and double angle sections by LSM, design strength due to- yielding of gross section, rupture of critical section and block shear.

4 Design of compression members with welded 1 bolted end connections using 04 single and 'double angle by LSM, design strength, effective length of comeression members.

5 Design of columns with single and built-up sections, design of lacing and 04 batten plates with bolted and welded connections using LSM, column bucklillg curves, effective length, slenderness ratio, limiting values of effective slenderness ratio, buckling class of various cross sections.

6. Design of slab base and ,gusseted base using bolted and welded conneciion 04 by LSM effective area of a base plate.

7. Design of members subjected to bending by LSM, design strength in 08 bending, effective length, Jatet;llly Supported and unsupported beams, single and.builr-up rolled steel sections using bolted and welded connections, shear Ia~ effect, design for shear, web buckling and web cripplin"

8. Introduction to bolted and welded connections by LSM, beam to beam and 09 beam to column connections, design of simple framed, unstiffened and stiffened seat connections.

9. Truss: Determinate truss, imposed load on sloping roof, wind load on os-sloping roof and vertical cladding including effect of permeability and wind drag, analysis of pin jointed trusses under various loading cases, design and detailing of member end connections and supports, design of purlirls, wind bracing for roof svsrcm.

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Theory Examinalion:-1. Question paper will con~ist oftocal seven questions canying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on ma.'timum part or the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weightage of each module may be proponional to the number of


Oral and Sketching Examioation:-Oral and sketching examination will be based on entire syllabus.

Term work: , The Term work shall consist of a Design report and detailed drawings on two projects as indicated

below:

i. • Roofing system including details of supports. ii. Plooring system including Columns. The drawing should be drawn in pencil only on minimum of A-I (imperial) size drnwtng sheets. Each student has to appear for at least one written test dunng the term. Solution of at least IS problems with neat sketches wherever necessary and graded answer paper shall be submitted as term work.

The distribution of term work marks will be as follows: Drawing sbcets and assignments Written test (at least one) Aneodance (Practical and theory)


The final cenification and acceptance of temt work ensures the satisfactory perfonnancc of labotatory work and at least minimum passing in the term-work. •

Recomn:ended Books: I. Design of Steel Structures: Arya and Ajinani, Nemchand Brothers. 2. Design of Steel Structures. Vol I and Vol Jl: Ramchandra, Standard Book House 3. Design of Steel Structures: Pull3mia, Jain, Laxmi Publications 4. Design of Steel Structures, Third Edition: Edwin R Gaylord, Charles N Gaylord and

James E. Stallmeyer, McGraw-Hill, 1992. 5. Design of Steel Structures: Mac. Ginely T. 6. Design of Steel Structures: N. Subramanian, Oxford 7. LRFD Steel Design, Second Edition: William T. Scgui, PWS Publishing, 1999. 8. Structural Steel Design, LRFD Method, Third Edition: Jilek C McCormac and Jamt:6 K.

Nelson, Jr., Prentice Hall, 2003. 9. Steel Structures Design and Behavior, Fourth Edition: Charles G Salmon and Jolm E.

Johnson, Harper CoUins, 1996. 10. Design of Steel Structures: Syal and Satinder Singh Standard Publishers II. Design of Steel Structures: Dayaratnam, Wheeler PublicatiOn. 12. Behaviour of Structures: Enger! ink. 13. Relevant IS codes, BSI Publications, New Delhi

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Class:-T E (Civil) I Semester VJ Subiect:-Applied lh draulics- fJ Periods/week- each Lecture 03 J>eriod of 60 Practical 02 minutes duration Tutorial -

Hours Marks Theor,>: Examination · 03 100 Practical - -

Evaluation System Oral - 25 Tenn Work - 25 Total - 150

I>etailed Syllabus Module Topics No. of

Lectures I Bou~~Pary layer theory: 6

Development of bound3ry layer over flat and curved surfaces, laminar and turbulent boundary layer, boundary layer thickness, displacement thickness, momentum thickness, energy thickness, drag force on a flat plate due to a boundary layer, turbulent boundary luyer on a flat plAte, analysis of turbulent boundary layer, total drag on a flat plate due to laminar and turbulent boundary layer, boundary layer ~eparation and control.

2 Flow around submerged bodies: 6 Force exerted by a flowing fluid on a stationary body, expression for drag and lifl, drag on a sphere, terminal velocity of a body, drag on a cylinder, development of a lift on a circular cylinder, development of a lifi on an airfoil.

3 Flow through open channel: 18 i. Classification.

II. Uniform flow, Chezy's formula, Manning's formula, Prismatic 'and non-prismatic. channels, hyraulically efficient channel cross-section,

. Velocity distribution in open channels, pressure distribution in open channels, Applications of Bernoulli'& equation to open channel flow.

iii. Non - uniform flow, Specific energy, Discharge curve, Dimensionless specific energy and discharge curve, applications of specific energy, Momentum principle, application to open channel flow, specific force, small waves and surge.~ in open channels, gradua ll y varied flow,

4 control section hydraulic jump, lo.s:ation of h,>:dmulic jumE·

Irrigation channels (silt theories): Kennedy's theory, Kennedy's methods of 6 channel design, silt supporting capacity according to Kennedy's theory, drawbacks in Kennedy's theory, Lacey's regime theory, Lacey's theory applied to channel design, comparison of Kennedy's and Lacey's theory, defects in Lacey's theory,

Theory Examination:-l. Question paper will consist of total seven questions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum part of the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weightage of each module may be proportional to the number of


21

Oral Examination:-Oral examination will be based on entire syllabus.

List of practicals:· (At least six to b~ performed) I. Chazy's roughness factor 2. Study of gradually varied flow 3. Hydraulic jump 4. Calibration of venturi meter 5. Calibration of standing wave flume 6. Boundary Layer 7. Studies in Wind Tunnel 8. Calibration of Broad crested I submerged weir

Term wo•·k: Ench stud~nt has to appear for at lea;,t one written test during the tenn. Repvn on experiments performed'as detailed above, assignments including 15 problems and 'the graded answer paper for the term test shall be submitted as term work

The distribution of term work marks will be as follows: Report of experiments and assignments Written u:st (at least one) Attendance (11teory and Practical)


Th~ final certification nnd acceptance of tem1 work ensures the satisfactory performance or laboratory work and at least minimum passing in tJte term-work.

Recommended Book.~: 1. Hydraulics and fluid Mechanics: Modi P.M. and Seth S.M., Standard Book House 2. TI<eory and Applications of Fluid Mechanics: Subramanayn K.,'Tata McGraw IIi II. 3. Fluid Mechanics: Dr. Jain A.K., Khanna Publishers. 4. fluid Mechanics: Nagaiathnam S., Khanna J?ublishers. 5. Flow in Open Channels: Subramanya K., Tata McGraw Hill. 6. Irrigation and Water Power Engineering: 13.C.Pumnia., Standard Publishers 7. Irrigation Engineering and Hydraulic Structures: S.K.Garg, Khanna Publishers

• 22

Class:-T E(CiviVConstruclion.) Semester VI Subiect:-Transnorfntion Enl!ineeritll! . II Pcriodsiweek- each Lecture 04 Period of 60 Practical 02 minutes duration Tutorial .

Hours Marks Theorv Examination 03 100 Practical - -

!!valuation System Oral . 25 Term Work . 25 Total 150

Detailed Svllabus Module Topics No. of

Lectures OJ Highway Planing 03

i Classification of roads, brief history of road development~ in Indio, )">resent status of roads in India

ii Highway alignment, basic r-equirement of ideal alignment, factors governing highway alignment

iii Highway location survey, map study, reconnaissance, topographic surveys, highway alignment in hilly area, drawing and report preparation

• 02 Geometric design of highway 10

I Terrain classification, vehicular characteristics, highway cross section elements, salient dimensions, clearances, width of carriage way, shoulders, medians, width of road way, right of way, camber and its profile.

ii Design speed, sight distance, perception time, break reaction time, · analysis of safe sight distance, analysis of overtaking sig"ht distance,

intersection sight distance iii Horizontal curves: design of superelevation and its provisions,

minimum radius of horizontal curves. widening of pavement, transition curves.

iv Gradients: different types, maximum, minimum, ruling and exceptional, grade compensation in curves, vertical curves: design factors, comfort and sight distance. Summit curve, valley curve.

v Introduction of geometric design software.

OJ Pavement materials: 04 i Subgrade materials: desirable properties, modulus of elasticity, modulus

of subgrade reaction, classification of subgrade soi ls, importance of CBR.

ii Subbase material: desirable properties, different lests on aggregate, requirement of aggregate for different types of pavements.

iii Bituminous materials: types of bituminous material, test on bituminous material, desirable properties, grade of bitumen

04 Pavemelll Design: 08 I Types of pavements, different method of pavement design, comparison

of Ocltible and rigid pavements, design wheel load, equivalent single . wheel load equivalent wheel load factor,

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ii Plexible pavement design: Gf method, IRC approach, layers theory, introduction to AASHTO method.

Bunnistcl''S I iii Stress in Rigid Pavements, critical load position, stress due to load,

stress due to temperature variation, combine loading and temperature • stress .

iv Introduction to pavement design software, relationship between number of cumulative aKle. strain value and clastic modulus of materials.

05 Highway construction 05 I

i. Modem equipment for road construction, construction of different types of roads: water bound macadam (WBM) road, different Lype~ of ' I bituminous pa vcments, cement concrete pavement.

ii. Constn1ctions of stabilized roads: different method of soil stabilization, use of geo-texti le and gcogrid in highway subgrade.

\ 06 Highway Maintenance and Rehabilitation 05 . i. pavement failure: flexible pavement failure,' l'igid pavement f!lilure, maintenance of different types of pavements.

ii. Evah•ation of pavements: structural evaluation of pavements, functional evaluation of pavement,

iii. Strengthening of existing pavement: objective of str~ngtheoing, types of overlay, different types of overlay, design of overlay using Benkelemon beam method 0

l Traffic Engineering and Control - ---08 I· 07

i. Traffic study and surveys: ·speed studies, presentation of data, journey time and delay studies, use of various methods, merits and demerits

ii. Vehicular volume count: types, various available methods, planning or traffic count.

iii. 0- D survey, need and uses, various available-methods i\1. Parking survey, need and types, traffic sign and marking, sigMls,

miscellaneous traffic contrpl aids, traffic regulations, trnffic signals. v. lntersec1ion types: at grade and grade septiration, factors influencing

design.

I vi. Introduction to trafftc design related sofiwares.

' 08 Highway drainage, necessaeity, surface drainage. subsurface drainage. 02

09 Bridge Engineering 03 i. Bridge engineering: importance, investigations, site selection, collection

of data, detenn ination of flood discharge, waterway, affiux, cconom ic span, scour depth

ii. Pier, abutment, Bearing

Theory Examination:-I. Question paper will consist of total seven qu~stions carrying 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on mnximum part of the syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weightagc of each module may be proportional to the number of

resoective lecture hours as mentioned in the svllabus . . 24

Ornl Examinnfion:-Oral examination will be based on entire syllabus.

List of practicals:- (At least seven to be performed) I. Impact test on aggregates 2. Abrasion test on aggregates 3. Crushing test on allgregates 4. Shape test on aggregates 5. Penetration test on bitumen 6. Ductility test on bitumen 7. Softening point test on bitumen 8. Viscosity test on bitumen

Term Work: Each student has to nppellr for at least one written test during and speed studies, report of experiments pcrfonned and numerical problems 'and layout sketches) and graded ans"' submitted as term work.

The distribution of term work marks will be as follows: Reports of experiments performed and assignments Written test (at least one) Attendance (Practica I and theory)

The final certification and acceptance of tenn work cnsu laboratory work and at least minimum passing in th(: term-wo

ncconuncndcd Books: I. A Course of Railway Engineering; Saxena S. C. and

New Delhi . •

erm. A report en traffic volume ast 10 assignll)ents (including Jper for the term test shall be


1e satisfactory perfonnanc.e of

a S. P., Dhanpat Rai and Sons, 2. J.

Ai!"pOrt Planning and Design: Y.J1anna & Arora, Nemch; Bros, Roorkee Indian Railway Track: Agarwal M. M., Suchdeva press. >.

'4. Docks and Harbour Engineering: Bindra S. P., Dhanpat k ·" and Sons Harbour, Dock and Tunnel Engineering: R Shrinivas, C '•. ·~ar Publishing House 5.

6.

7. 8. 9.

A text book on Highway Engineering and Airports: Set S. E., Bhanot K. L .• S. Chand & Co. Planning and Design of Airport: floronjeffand Mckelr• Design & Construction of Ports and Marine Structures: Ai rt En incerin : Rao G. V., Tata McGraw Hill

'.

ata McGraw Hill. nn A D, Tata McGraw Hill

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Closs:-T E(Civil) I Semester VI

-~ Subject:-Enviroomcntal Eneineerine -I --Periods/week -each Lecture 04 Period of 60 Practical 02 minutes duration Tutorial ------ - -Hours Marl:s

Theor)' Exam inution 03 100 Practical . . -

Evaluation System Oral - -----Term Work - 25 Total ~~

Detailed Svllabus Ml>dule Topics ~No. of

Lectures I. Ecology: ~ 05 --

Basic principles. food chain, food webs <llld ecologicaJ pyr~mids, tropic . structure gross production to total community, respiration ratio (pfr), biochemical cycles, limiting factors-Liebig 's law, extended ecological regulation, important ecosystems such as the seas. estuaries & sea shores, streams & rivers, lakes & ponds

2. i. Environmental Pollution: 07 definition, different types of pollutions such as water pollution, air pollution, noise pollution, thermal pollution, soil pollution. marine pollution, nuclear hazards

ii. Water Pollution: Water resources. Water pollutant~: oxygen demanding wastes, pathogens, nutrie~. salts them1al pollution, heavy metals, pesticides, volatile organic compounds.

• Surface water Quality, water Quality in lakes, rivers and ground water . 3. Water 24

I. Man's environment: importaoce of environmental sanitation. ii. Water supply systems: need for planned water supply schemes,

components of water supply system nnd determination of their design capacities, distribution system of water, types of intake structure.

iii. Quality of water: wholesomeness and palatability, physical, chemical, bacteriological standards.

iv. Treatment of water; impurities in water-processes for their removal-typical flow -sheets.

v. Sedimentation: factors affecting efficiency, design values of various parameters, tube settlers.

vi. Coagulation and flocculation: mechanisms. common coagulations, rapid mixing and flocculating devices, G and GT values, Jar test, coagulant aids- polyelectrolyte etc.

vii. f iltration: classification, slow and rapid sand filters. dual media filters, sand, gravel and under-<lrainagc system, mode of action. cleaning, limitations, operational difficulties, perfom1anee, basic design consideration, pressure filters: construction and operation.

~iii. Water softening: lime soda and base exchange methods, principle reactions, design considerations, sludge disposal.

ix. Miscellaneous treatments: removal of iron ond manganese, taste, • odour and colour, principles and methods, de-fluoridation, reverse

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osmosi5. x. Disinfection: chlorination. chemistry of chlorination, kinetics of

disinfection, chlorine demand, free and combined chlorine, break poinl chlorination, superchlorination, dechlorination , chlorine residual, use of iodine, ozone, ultraviolet rays and chlorine dioxide as disinfectants, well water disinfection.

Municipal solid waste management: i. Sol id Waste: Sources, types, composition, physical and biological

properties of solid wastes ,sources and types of hazardous and infectious wastes in municipal solid wastes

ii. Solid waste generation and c(,lllection, storage, handling tnlnsp6rtation, pl'ocessing.

iii. iv.

v. -1 vi. .

Treatment and disposal methods: Material separation & recycle, physico-chemical and biological stabil ization and solidification them1al methods, land disposal. site remediation, leachate and its control Hazardous wastes: Definition, identification, mutagenesis, carcinogcsis, toxicity testing, human studies, Jot of evidence cll!cgorics for potential carcino_gens.

Theory Examination:-1. Question paper will consist of total seven questions carrying 20 marks each. 2. Only live questions need to be attempted.

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3. Question number I will be compulsory and based on maximum part ofthe syllabus. o

·4. Remaining questions will be mixed in nature. 5. Tn que.stion paper weightage of each module may be proportional to the number of

respective lecture hours as mentioned in r.he syllabus.

List of practicals:-). Determination of Alkal inity in wnter. 2. Determ~nation of Hardness of water. J. Det-et1nination of pH ofwatcr. 4. Determination cfTubidity of water. , 5. Determination of Optimum dose of coagulant by using Jar ;fest Apparatus. 6. Determination of Residual chlorine from water 7. Solid waste: Determination of pH 8. Solid wasle: Detennination of moisture content 9. Most probable number

Term Work:-Each student has to appear for at least one written test during the...term. Reports on experiments perfonned as detailed above and the graded answer paper for the term shall be submitted as· term work. A brief report on the visit to water treatment plant should a lso be included as the term work.

Tile distribut!on of term work marks will be as follows: Reports of experiments performed, assignments and site visit report Written test (at least one) Attendance (Practical ·and theory) :


TI1e final certification and acceptance of term work ensures the satisfactory performance of laboratory workcand at le:m minimum passing in the term-work.

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Recommended nooks:-Pub I ications, [ 1. Water Supply and Sanitary Engineering: S.K. Hussain. Oxford & lBH

2.

3. 4. s. 6.

1. 8. 9. 10. 11.

12. 13.

14. IS. 16. 17.

New Delhi Manual on water supply and Treatment, (latest Ed.) Ministry of works & I lousing. Nc'~ Delhi Introduction to Environmental Engineering, Vesilind, PWS Publishing Company. Water Supply & Sewage, E. W. Steel, Tata McGraw Hill Water Supply & Sewage, T. J. McGhee, Tata McGraw !Iii I Water Supply and Pollution Control, J.W. Clark, W. Veisman. MJ.Hammer, International Text Book Co. Relevant Indian Standard Specifications CPI ffiEO Manual on Water Supply & Treatment Water supply Engineering: Dr. P.N. Modi Fundamentals of Ecology: Eugene P. Odum, Nataraj Publications Integrated solid Waste Management: Tchobanoglous. Theissen & Vigil, McGraw Hill l'ubl ication Solid Waste Management in Developing Countries: A. D. Bhindc & B. B Sundaresan Manuel on municipal Solid waste Management: Ministy of urban Development, New Delhi Environmental pollution: Gilbert Masters Basic Environmental Enginering: Nathanson J. A. Prentice Hall Oflndia Environmental Pollution Contral Engineering: C. S. Rao, New Age International Water Su I En ineerin : S.K. Gar Khanna Publications

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Class:-T E {Civil) I Semester VI Subieci:-Tbeorv of Reinforced and Prestressed Concrete Periods/week- each Lecture 04 Period of 60 Practical -minutes duration Tutoria l 02

> Hours Marks Theory Examination 03 100 Practical - -

Evaluation System" Oral - -Term Work - 25 Total 125

Detailed Syllabus Module Topics No of

Lectures I. Concept of reinforced concrete., Working Stress Method (WSM) of design 04

for reinforced concrete, permissible stresses as per IS-456-2000, stress straih yurve of concrete nnd steel, characteristics of concrete and steel reinforcement.

2. Analysis and design of singly g:intoreed and doubly reinforced rectangular, 06 Tee, Ell-beams for Oexure by WSM, balanced, under reinforced and over reinforced sections.

3. Design for shear and bond by WSM. 04

4. Analysis and Design of rectangular and circulur columns subjected to axial 06 and bending by WSM. 0

5. Design of one way and two W8}' slab by WSM 06 • -

6. Design of axially loaded isolated sloped and (XId footings 05

. 7 . Prestressed Concrete: Basic principles of prestressed concrete, materials 09 used and their properties, methods and systems of prestressing, losses in prestress, analysis of v1u·ious types of sections subjcetcd to prestress and external loads.

8. General design principles: Concepts of centre of compression, kern of a 04 section, efficiency of the section, pressure I inc and safe cable zone, principal tension in prestressed concrete members.

9. Simple design of prestressed concrete I beams (excluding end block design) 04

Tbeory .Examination:-I. Question paper will consist of total seven questions carl'yiug 20 marks each. 2. Only five questions need to be attempted. 3. Question number I will be compulsory and based on maximum part ofthe syllabus. 4. Remaining questions will be mixed in nature. 5. In question paper weightagc of each module may be proportional to the number of


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Term work Each student has to appear for at least one written test during the teml. Solution of at le<~Sl 20 problems with neat sketches wherever necessary and graded answer paper shall be submitted as

term work.

The distribution of term work marks will be as follows: Reports of assignments Written test (at least one) Attendance (Theory and Tutorial)


The final ecttification and ucccptance of term work ensures the satisfactor)' performance of Tutorial work and at least minimum passing in the term-work.

Recommended Books: 1. Design of Reinforced Concrete StrUcrures: By Dayaratnam P., Oxford & IBII.

,2. Fundamentals of Reinforced Concrete: Sinha and Roy, S.<:hand & Co., New Delhi. 3. Reinforced Concrete: Warnerr. R. F. Rangan B.C. & Hall A. S., Pitman. 4. Reinforced Concrete. Vol. 1: H.J.Shah, Charotar Publishers. 5. Reinforced Concrete: Syal and Goel, Wheeler f>ublishers 6. Design ofPr2stressed Concrete Structures: Lin T.V. & Ned Burns, John Wiley. 7. Prestressed Concr·etc: Krishna Raju, Tata McGraw Ifill. 8. Prestressed Concrete: Evans R. H. & Bennett E.W., Chapman & Hall. 9. Prestressed Concrete: N. Rajgopalan, Narosa Publishers 10. Relevant IS codes, BIS Publications, New Delhi II. Reinforced Concrete Design: Pillai S.U., Menon Dcvdas, Tata McGraw Hill.

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Revised Syllabus for the Third Year Civil Engineering ...engineeringstuff.in/.../1Civil-Sem-V-VI_ · Revised Syllabus for the Third Year Civil Engineering (Semester V ... Types of