B.tech. Civil Engineering Full Syllabus India

8/16/2019 B.tech. Civil Engineering Full Syllabus India

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(TMA -302) ENGINEERING MATHEMATICS -III

L T P C

3 1 0 4

Unit I: Integra Tran!"#r$! (10)

Applications of integral transform in engineering, Fourier integral, Fourier complex transform,

Fourier sine and cosine transforms and applications to simple heat transfer equations.

Unit II: C#$%e& 'ariae (10)

Applications of complex variable in engineering, Analytic functions, C-R equations and

harmonic functions, Conformal Mappings !ranslation, Magnification,Rotation,"nversion and

#i-linear !ransformation.

Unit III: N$eri*a Met+#,! (10)

S#ti#n #" Agerai* an, Tran!*en,enta Eati#n:

#isection Method, "teration method, $e%ton-Raphson method, Method of false position, Rate of

convergence of "terative methods.

N$eri*a Integrati#n: "ntroduction, $e%ton &uadrature formula,!rape'oidal rule, (impson)s

*+ and + rule, #oole)s rule, eddle)s rule.

Unit I': Stati!ti*! (10)

Random /ariable0 1iscrete and Continuous, 2robability mass and 2robability density Functions

#ayes) !heorem and its applications, Moments, Moment 3enerating Functions and their

properties, #inomial , 2oisson and $ormal 1istributions,

Unit ': Cr.e /itting an, S#ti#n #" Eati#n! (10)

Method of least squares and curve fitting of straight line and parabola, (4e%ness and 5urtosis,

Correlation0 Carl-2earson coefficient and (pearman #ro%n)s Ran4 correlation, 6inear

Regression, (olution of cubic and bi-quadratic equations.

*


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Re"eren*e:

*. 7. 5reys'ing0 Advanced 7ngineering Mathematics, iley 7astern

8. 9igher 7ngineering Mathematics, #.(. 3re%al, 5hanna 2ublication

. 9igher 7ngineering Mathematics , #./. Ramana , !ata-Mc3ra% 9ill publication

: !ext #oo4 of 7ngineering Mathematics, . #ali, $. 2, $arayana "yengar, 6axmi 2ublication

8


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(TCE 301) MECHANICS / /LUIS

L T P C

3 1 0 4

UNIT-I: (12)

(cope and importance of the sub;ect, 1efinition of Fluids, 1istinction bet%een solids , liquids <

gas, fluid continuum.

/i, Pr#%ertie! an, Ca!!i"i*ati#n #" /i,

Mass density, (pecific /olume, (pecific eight, Relative density, /iscosity, (hear stress and

$e%ton)s la% of viscosity, $e%tonian and $on-$e%tonian Fluids, "deal and Real fluids,

rheological classification. Compressibility, /apour pressure, (urface tension, 2ressure inside a

drop and a bubble, capillarity and capillary rise.

i$en!i#na Ana!i! M#,e Si$iit,e

"ntroduction to 1imensional Analysis , units < dimensions, table of 1imensions, 1imensional

9omogeneity, Methods of Analysis =Raleigh)s < #uc4ingham)s method>. Model (tudies,

"ntroduction and comparison %ith 1imensional Analysis, (imilitude, 1imensionless parameters.

!ypes of models, Model la%s and 2rinciples.

UNIT II: (10)

/i, Pre!!re an, it! Mea!re$ent

1efinition of pressure, units and dimensions, 2ressure at a point, 9ydrostatic pressure la%,

2ressure head, atmospheric pressure, #arometer, "nverted Manometers, Measurement of pressure

head , (imple and 1ifferential manometer, Mechanical pressure gauges.

H,r#!tati*!

1efinition of total pressure, Centre of pressure, depth of centre of pressure for different

geometric shapes, 9ydrostatic force and depth of centre of pressure on plane surfaces =vertical

and inclined>, 9ydrostatic force on submerged curved surfaces, 2ressure diagram. #uoyancy -

Concept, Centre of #uoyancy, Meta centre, (tability of immersed and floating bodies

/i, ine$ati*!: 1escription of Fluid flo%0 6agrangian and 7ulerian approach !ypes of fluid

Flo%s0 (teady and unsteady, ?niform and non-uniform, 6aminar and turbulent flo%s, *, 8 and -

1 flo%s (tream lines, 2ath lines and (trea4 lines (tream tube Acceleration of a fluid particle


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along a straight and curved path 1ifferential and "ntegral form of Continuity equation Rotation,

/orticity and Circulation 7lementary explanation of (tream function and /elocity potential

Flo% net characteristics and uses

UNIT III: (10)

na$i*! #" /i, /#5: 1efinitions, Concept of "nertia force and other forces causing motion,

1erivation of 7uler)s equation and #ernoulli)s equation %ith assumptions and limitations.

Modification of #ernoulli)s equation, problem on #ernoulli)s equation %ithout and %ith losses.

Application of #ernoulli)s equation - 2itot tube /enturimeter and @rificemeter,

/#5 Mea!re$ent!: Flo% through @rifices classification, 9ydraulic co-efficients of an @rifice

and relation bet%een them, 7quation for co-efficient of velocity, Flo% through mouth pieces,

classification, equation for discharge and pressure head, Flo% over notches, classification,

7quation for discharge over /-notch, rectangular and Cippoletti notches, !ypes of $appe,

ventilation of %eirs, #road crested %eirs, problems, (ubmerged %eirs, equation for discharge.

UNIT I': (10)

Momentum equation and applications to pipe bends, 2roblems related to combined application of

energy and momentum equations,

La$inar /#5: Reynolds 7xperiment6 7quation of motion for laminar flo% through pipes Flo%

bet%een parallel plates 5inetic energy and Momentum correction factors (to4es la% Flo%

through porous media 1arcy)s 6a% Fluidi'ation Measurement of viscosity !ransition from

laminar to turbulent flo%.

Trent /#5: !urbulence 7quation for turbulent flo% Reynolds stresses 7ddy viscosity

Mixing length concept and velocity distribution in turbulent flo%.

UNIT ': (10)

/#5 T+r#g+ Pi%e!: Ma;or and Minor energy losses Resistance coefficient and its variation

9ydraulic gradient and total energy lines Flo% in sudden expansion, contraction, diffusers,

bends, valves and siphons Concept of equivalent length #ranched pipes 2ipes in series and

parallel (imple pipe net%or4s.

5ater +a$$er in %i%e!

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1efinition, 7quation for pressure rise due to gradual closure of valves. 7quation for pressure due

to sudden closure of valves in rigid < 7lastic pipes, problems, (urge tan4s, their functions <

types.

7S:

*. 9ydraulics and Fluid MechanicsB- 2.$. Modi and (.M. (eth, (tandard #oo4 9ouse, $e%

1elhi.

8. Fluid Mechanics and 9ydraulic MachinesB- R. 5. #ansal, 6axmi 2ub., 1elhi.

. Fluid MechanicsB- (treeter and /ictor, Mc3ra% 9ill.

:. Fluid Mechanics and MachineryB @;ha, #erndtsson and Chandramouli, @xford ?niversity

2ress.

RE/ERENCE 7S:

*. 7lementary 9ydraulics =*st 7dition>B- ames F Cruise, /i;ay 2. (ingh, Mohsan M.

(herif, !homson 6earning.

8. Fluid Mechanics, 9ydraulic and 9ydraulicsB - 5.R. Arora, (tandard #oo4 9ouse, $e%

1elhi.

. Fluid MechanicsB - ohn F. 1ouglas et al., 2earson 7ducation, "ndia.

:. Fluid MechanicsB - ain, A.5., 5hanna 2ublishers, $e% 1elhi.

89 5 6 5umar, 7ngineering Fluid MechanicsB

D. 9unter Rouse, 7lementary Mechanics of FluidsB, ohn iley and sons,

E. 6 9 (hames, Mechanics of FluidsB, Mc3ra% 9ill, "nternational student edition.

. 3arde, R and A 3 Mira;gaon4ar, 7ngineering Fluid Mechanics =including 9ydraulic

machines>B, second ed., $emchand and #ros, Roor4ee.

(TCE 302) 7ASIC SUR'EING


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L T P C

3 1 0 4

Unit-I:

Intr#,*ti#n (4)

"ntroduction to (urveying, "mportance of surveying to 7ngineers, 2lane and 3eodetic (urveying,

Control 2oints, Classification of surveys, Methods of locating a point, (ources and types of

errors in measurement, 2rinciple of %or4ing from %hole to part. "ntroduction to Maps, !ypes of

Maps and their use, (cale of Map, 2lotting accuracy, Coordinate system and map pro;ection,

Maps published by (urvey of "ndia, "ndex and numbering of Map sheets, Conventional symbols

in maps.

Mea!re$ent #" ,i!tan*e! (4)

1ifferent methods of linear measurement and their accuracy, Measurement by chain and tape,

(ources of errors and precautions, Corrections to tape measurements, Field problems in chaining

and ranging, Auxiliary instruments and their use, "ntroduction to modern instruments0 71M and

!otal (tations.

Unit II:

Mea!re$ent! #" Ange! an, ire*ti#n! (;)

C#$%a!!: Magnetic compass, ?se and ad;ustment of compass, Reference meridians, #earings

and a'imuths, Magnetic declination and its variations,

T+e#,#ite Sr.eing: /ernier theodolite, micro-optic theodolite, electronic theodolites,

!emporary and permanent ad;ustments in theodolite, Measurement of hori'ontal and vertical

angles, Accuracy and sources of errors in angle measurement.

Unit III: (;)

Tra.er!ing: "ntroduction, 1ifferent methods of !raversing, Field %or4 and chec4s, Computation

of coordinates, (ources of errors in traversing, Chec4ing and ad;ustment of errors in traversing,

2recision of traversing, 2roblems related to omitted measurements.

Ta*+e#$etr0 1efinitions, 2rinciples of stadia systems, "nstruments constants, (ubtense and

tangential systems, 7rrors and 2recision.

Unit I': Mea!re$ent #" Ee.ati#n an, C#nt#ring (;)

D


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1ifferent methods of determining elevation 1efinition and terms in (pirit leveling, 6eveling

instruments, !emporary and permanent ad;ustments of levels, Automatic levels, !ypes of

leveling staves, Methods of spirit leveling, #oo4ing and reduction of field observations, 7ffect of

earth curvature and refraction, Reciprocal leveling, Construction and use of altimeter,

!rigonometric leveling, simple and reciprocal observations, (ources of errors and precision in

leveling, Methods of relief representations, 1efinition and characteristics of contours, 1irect and

"ndirect methods of contouring, ?se of contour maps, 1igital 7levation Model.

Unit ':

Pane Tae Sr.eing (4)

"ntroduction, 7quipment for 2lane !able survey and their use, 1ifferent methods of 2lane !able

(urveying, !%o point and three point problems, 7rrors in 2lane !able (urveying, Advantages

and disadvantages of 2lane !able (urveying.

Re"eren*e!:

*. Agor, R. (urveyingB, /ol. "


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L T P C

3 1 0 4

Unit I (;)

7i,ing Materia! 0 Classification, 2roperties and selection criteria of #ric4s #urning of

#ric4s, tests for bric4s, stone Classification, characteristics of good building stone, common

building stones in "ndia, lime , "( specifications , Field tests of #uilding limes, timber,

Characteristics of good timber, defects in timber, seasoning of timber, tests on timber, ply%ood,

glass, plastics, 2./.C.

M#rtar0 !ypes, classification and strength, ".(. specifications.

Unit II (;)

Ce$ent0 Manufacture of cement, 1ifferent types of cement such as slag Cement, 2ortland

2o''olona Cement and high Alumina cement, their characteristics, composition, use and

properties, !ests on Cements, Admixtures, Aggregates and !esting of Aggregates0 Classification,

source, physical and mechanical properties. !esting of Aggregates for physical and mechanical

properties.

Unit III (;)

7i,ing C#n!tr*ti#n0 Classification of buildings, Recommendations of $#C, #uilding

byela%s, modular co-ordination orientation of buildings, desirable conditions of comforts, and

components of building area considerations. !ypes of foundations and selection criteria, #ric4

masonry, stone masonry. !ypes of %alls, partition and cavity %alls. 2refabricated construction.

2lastering and pointing. 1amp proofing materials and techniques, Anti termite treatment.

Unit I' (;)

!ypes of floors, construction details and selection criteria. !ypes of roofs and roof covering,

!reatment for %ater proofing. (taircases0 !ypes, materials, proportions. 1oors and %indo%s0

si'es and locations, proportions.

Unit ' (;)


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6ifts and escalators. hite %ashing, colour %ashing, painting, distempering. (huttering,

scaffolding and centering. 7xpansion and construction ;oints. (ound and fire proof construction,

".(. specifications.

Te&t 7##

*. Arora, (.2. < #indra, (.2., A text boo4 of #uilding ConstructionB 1hanpat Rai < (ons,

1elhi,

8. 2unmia, #.C., A text boo4 of #uilding ConstructionB, 6axmi 2ublications, 1elhi,

Madras.

. (ingh (urendra, 7ngineering MaterialsB, 5onar4 2ublishers 2vt. 6td.

Re"eren*e!:

*. ha, . < (inha, (.5., #uilding ConstructionB, 5hanna 2ublishers, 1elhi.

8. 5ul4arni, C.., A text boo4 of 7ngineering MaterialsB, Ahmedabad boo4 1epot,

Ahmedabad.

. 5ul4arni, C.., A text boo4 of 7ngineering ConstructionB, Ahmedabad #oo4 1epot,

Ahmedabad.

:. 5umar (ushil, 7ngineering MaterialsB, (tandard 2ublishers 1istributors, 1elhi.

. 5umar (ushil, #uilding constructionB, (tandard 2ublishers, 1istributors, 1elhi

D. Mc5ay .#., #uilding ConstructionB, /ol.* to :, @rient 6ongman 6td., 9yderabad,

#ombay, Madras, 1elhi, /ol.* < 8 -*GG, /ol. -*GGD, /ol. :.

E. Civil 7ngg. Materials, !!!" Chandigarh, !ata Mc3ra%- $e% 1elhi.

. Allen, 7 and "ano, . Fundamentals of #uilding construction.B ohn illey and sons.

G


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(TCE 304) STRENGTH / MATERIALS

L T P C

3 1 0 4

UNIT I (18)

Stre!!= !train an, ,e"#r$ati#n #" !#i,!: Rigid and deformable bodies H (tability, strength and

stiffness - Axial and (hear (tresses H1eformation of simple and compound bars H !hermal

stresses H #iaxial state of stress H 7lastic Constants (tresses at a point - (tresses on inclined

planes H 2rincipal stresses and principal planes H Mohr)s circle of stress.

UNIT II (18)

7en,ing #" ea$!: #eams H types and transverse loading on beams H shear force and bending

moment in beams H Cantilever beams H (imply supported beams and over-hanging beams

ire*t an, !+ear !tre!!e! ,e t# en,ing -!heory of simple bending H bending stress

distribution H 6oad carrying capacity H 2roportioning of sections H 6eaf springs H Flitched beams

H (hear stress distribution.

UNIT III (10)

e"e*ti#n #" ea$!: 1ouble "ntegration method H Macaulay)s method for computation of

slopes and deflections in determinate beams.

UNIT I' (10)

T#r!i#n: !heory of simple torsion - (tresses and deformation in circular and hollo% shafts H

(tepped shaftsH (tresses and deflection in helical springs.

UNIT ' (10)

C#$n! an, Cin,er!: 7e+a.i#r of short and long columns. 7uler)s theory of long columns

H Critical loads for prismatic columns %ith different end conditions - Ran4ine-3ordon Formula H

7ccentrically loaded long columns -7ccentrically loaded short columns. !hin and thic4

cylinders-!hin spherical shells

*I


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TE>T 7S:

*. 7gor. 2.2opov 7ngineering Mechanics of (olidsB 2rentice 9all of "ndia, $e% 1elhi 8II*

8. /a'irani, $, Rat%ani, M. Analysis of (tructuresB 5hanna 2ublishers, $e% 1elhi 8II*

. Ra;put, R.5 (trength of MaterialsB, ( Chand < Company 6td., $e% 1elhi 8IID

RE/ERENCES:

*. "r%ing 9. (hames, ames M. 2itarresi, "ntroduction to (olid MechanicsB, 2rentice 9all of

"ndia, $e% 1elhi, 8II8

8. Roger !.Fenner, Mechanics of (olidsB, 76#(, @seny Mead, @xford, *GGI

. Malhotra, 1.R. 3upta, 9.C., !he (trength of MaterialsB, (atya 2ra4ashan =!ech. "ndia

2ublications>, $e% 1elhi, *GG.

:. #eer.F.2. < ohnston.7.R. Mechanics of MaterialsB, !ata Mc3ra% 9ill, $e% 1elhi, 8II:.

**


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=TCE-308) ENGINEERING ECNMICS

L T P C

3 1 0 3

Unit-I (?)

Intr#,*ti#n : 1efinitions - 3oods, ?tility, /alue ,Assets, 6iabilities, Revenue, "ncome, ealth

and %elfare, Meaning, $ature and (cope of 7conomics, Meaning of (cience, 7ngineering and

!echnology. 7ngineering 7conomics and its scope in engineering perspective.

Unit-II (?)

C#n*e%t! #" e$an, an, S%%: 1emand Analysis, 6a% of 1emand, 1eterminates of

1emand, 7lasticity of 1emand-2rice, "ncome and cross 7lasticity. ?ses of concept of elasticity

of demand in managerial decision, 6a% of supply.

Unit-III (?)

Ti$e 'ae #" M#ne: $ominal an effective value of interest, simple and compound interest,

present %orth comparison, present %orth equivalence, annual rate analysis, rate of return

analysis, 1epreciation, 6ease /s 9ire purchase.

Unit-I' (?)

C#!t E!ti$ati#n: !ypes of costs Fixed cost, variable cost, average cost, marginal cost, money

cost, real cost opportunity cost. !otal cost, cost output relationship, cost benefit analysis, #rea4

even analysis

Unit-' (?)

Nati#na In*#$e= In"ati#n an, 7!ine!! C*e!: Concept of national "ncome 3ross "ncome

and $et "ncome, Meaning of "nflation, !ypes, causes < prevention of "nflation. 2hases of

business cycle

Re"eren*e 7##

*. 7ngineering 7conomics-ames 6.Riggs, 1avid 1. #ed%orth, (abah ?.Randha%a, !ata Mc

3ra%-9ill

8. Managerial 7conomics for 7ngineering 0 2rof. 1.$. 5a44ar

. Managerial 7conomics 0 1.$. 1%ivedi

:. Managerial 7conomics 0 Mahesh%ari.

."ndustrial @rganisation and 7ngineering 7conomics-#anga -!ata Mc 3ra% 9ill.

*8


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(PCE 301) /LUI MECHANICS LA7

L T P C

0 0 3 1

Li!t #" E&%eri$ent!

*. !o measure the surface tension of a liquid.

8. !o determine the metacentric height of a ship model experimentally.

. !o study the transition from laminar to turbulent flo% and to determine the lo%er critical

Reynolds number.

:. !o determine the coefficients of velocity, contraction and discharge of an orifice =or a

mouth piece> of a given shape. !o plot the flo% net for a given model using the concept

of electrical analogy.

. !o find the velocity distribution in a pipe and hence to compute the discharge by

integrating the velocity profile obtained.

D. !o verify the #ernoulli)s theorem.

E. !o calibrate an orifice meter and+or venturimeter and to study the variation of the

coefficient of discharge %ith the Reynolds number.

. !o calibrate and to determine the coefficient of discharge for rectangular and triangular

notches.

G. !o verify the momentum equation.

*I. !o study the boundary layer velocity profile and to determine boundary layer thic4ness

and displacement thic4ness. Also to determine the exponent in the po%er la% of velocity

distribution.

**. !o study the variation of friction factor, Jf) for turbulent flo% in smooth and rough

commercial pipes.

Te&t 7##


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(PCE 302) 7ASIC SUR'E /IEL @R

L T P C

0 0 3 1

Li!t #" E&%eri$ent!

*. !o study different types of maps published by (urvey of "ndia and Conventional (ymbol

Charts.

8. !o study instruments used in conventional chain and compass surveying and to measure

distance bet%een t%o points by ranging.

. !o measure the bearing of sides and length of a given traverse by prismatic compass and

tape, and plotting of the traverse after ad;ustment.

:. !o conduct temporary ad;ustments of a /ernier !heodolite and measure 9ori'ontal and

/ertical angles by Reiteration method.

. !o measure 9ori'ontal angle by repetition method.

D. !o find out the reduced levels of given points using 1umpy+"@2 level =Reduction by height

of Collimation method and Rise and Fall method> and transfer of bench mar4.

E. !o determine the !acheometric constants of a given tacheometric instrument and

measurement of distance bet%een t%o points by !acheometry.

. !o plot details using radiation and intersection methods in plane tabling.

G. !o solve t%o point+ three point problem in plane table traverse survey.

*I. !o determine and dra% the longitudinal profile and cross-section along a given route.

Re"eren*e!:

*. Agor, R. (urveyingB, /ol. "


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=PCE 303) CI'IL ENGINEERING RA@ING

L T P C

0 0 3 1

*. (ymbols used in Civil 7ngineering dra%ing, Masonry #onds =#ric4 and (tone

masonary>, pointing !ypes, masonry Columns and %all unctions

8. 1oors, indo%s and staircases

. !russes, %ooden and steel !russes, 1etailing of steel !russes at oints and (upports.

:. 2lumbing < 7lectrical fitting dra%ing.

. 1rafting ?sing AutoCA1.

D. Comprehensive 1ra%ing of Residential building, =6ayout, plan, elevation < sectional

elevation>

E. 2reparation of 6ayout planning for different Civil 7ngg. 2ro;ects.

. 2reparation of lay out plan+Maps and building dra%ing using computer.

Te&t 7##

*. M.M 3oyal, 9and boo4 of #uilding construction, Amrindrea Consultancy =2> 6td.,

88I, (ector 8*-A Faridabad.

8. (.2. Arora and #indra (.2., A text boo4 of #uilding Construction, 1hanpat Rai < (ons,

1elhi.

. #.C. 2unmia, A text boo4 of #uilding Construction, 6axmi 2.

:. #eall Christine, Masonry design and detailing for architects. 7ngineers and builders =th

ed.> $e% Kor4, Mc-3ra%-9ill, 8II.

*


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(TCE 401) HRAULICS HRAULIC MACHINES

L T P C

3 1 0 4

UNIT I (12)

"ntr#,*ti#n0 1ifference bet%een open channel flo% and pipe flo%, geometrical parameters of a

channel, /elocity and pressure distribution in an open channel, Continuity equation.

Uni"#r$ /#50 Che'y)s and Manning)s equations for uniform flo% in open channel, 7quivalent

roughness, most efficient channel section, simple problems of compound channel sections.

Energ an, M#$ent$ Prin*i%e!: Critical depth, concepts of specific energy and specific

force, application of specific energy principle for interpretation of open channel phenomena,

flo% through vertical and hori'ontal contractions.

UNIT II (10)

N#n-Uni"#r$ "#5 in %en C+anne: 7quation of gradually varied flo% and its limitations,

flo% classification and surface profiles, integration of varied flo% equation by analytical,

graphical and numerical methods, flo% in curved channels.

H,rai* $%= Srge!= @ater @a.e!: Classification of hydraulic ;ump, 7valuation of the

;ump elements in rectangular and non-rectangular channels on hori'ontal and sloping beds, ?se

of ;ump, 7nd depth in a free overfall, 7quation of motion for unsteady flo%, open channel surge,.

Unit III (10)

7#n,ar Laer Ana!i!: #oundary layer thic4nesses #oundary layer over a flat plate

6aminar boundary layer Application of /on-5erman "ntegral Momentum 7quation !urbulent

boundary layer 6aminar sub-layer 9ydro-dynamically (mooth and rough boundaries 6ocal

and average friction coefficient !otal drag #oundary layer separation and its control.

/#5 Pa!t S$erge, 7#,ie!: 1rag and lift, !ypes of drag force, 1rag on sphere, Cylinder and

airfoil Circulation and 6ift on a cylinder and airfoil Magnus effect.

Unit I' (10)

I$%a*t #" Bet #n "at .ane!: Force exerted by a ;et on a fixed target, Force exerted by a et on a

moving target, Force exerted by a ;et on a series of curved vanes, Concept of velocity triangles,

7quation for %or4 done < efficiency, Force exerted by a et on a series of curved valves.

*D


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Centri"ga P$%: 1efinition, classification, 1escription < general principle of %or4ing,

priming < methods, efficiency, Minimum staring speed (pecific speed of 2ump and

characteristics of a centrifugal pump, Cavitations in pumps.

Unit ' (10)

H,rai* trine!: "ntroduction, !ypes and classifications, 2elton heel, theory, equation for

%or4 done and efficiency, design parameters, Francis !urbine H !heory, equation for %or4 done

and efficiency, design parameters, 5aplan turbine H !heory, equation for %or4 done < efficiency,

1esign parameters,

1raft tubes types, 7quation for efficiency Cavitations in turbines, 3overning of turbines, (pecific

speed of a turbine, 7quation for the specific speed, Model studies

Classifications ?nit quantities of a turbine, definitions, equations, Characteristic curves of a

turbine.

TE>T 7S:

*. 9ydraulics < Fluid MechanicsB- Modi < (eth., (tandard #oo4 9ouse, $e% 1elhi

8. Fluid Mechanics and 9ydraulic MachinesB- R. 5. #ansal, 6axmi 2ub., 1elhi

. Flo% in @pen ChannelsB-(ubramanya 5., !ata Mc3RA 9"66

:. Flo% !hrough @pen ChannelsB- Ranga Ra;u, !ata Mc3RA 9"66

RE/ERENCE 7S:

*. Fluid Mechanics and 9ydraulic Machines - (.C. 3upta, 2earson 7ducation, "ndia

8. 7lementary 9ydraulics - ames F Cruise, /i;ay 2. (ingh, Mohsan M. (herif, !homson

6earning, *st 7dition.

. Cho%, /.!., @pen channel 9ydraulicsB, Mc3ra% 9ill "nternational

:. 9ydraulics < Fluid Mechanics - , 5.R. Arora, (tandard #oo4 house, $e% 1elhi.

. Fluid Mechanics < Machinery - Raghunath. 9 M., C#( 2ublishers

D. !ext #oo4 on Fluid mechanics < 9ydraulic Machines - #ansal R.5., 6axmi publications.

E. French, R.9., @pen Channel 9ydraulicsB, Mc3ra% 9ill "nternational

*E


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(TCE 402) STRUCTURAL ANALSIS I

L T P C

3 1 0 4

UNIT I ANALSIS / PLANE TRUSSES (10)

(tability and equilibrium of plane frames H perfect frames - types of trusses H Analysis of forces

in truss members H Method of ;oints H Method of sections H Method of tension co-efficient.

UNIT II E/LECTIN IN 7EAMS AN ENERG PRINCIPLES (12)

1eflection in beams-Area moment method H Con;ugate beam method

(train energy and strain energy density H (train energy in axial force - shear, flexure and torsion

H Castigliano)s theorem H 2rinciple of virtual %or4 H Application of energy theorems for

computing deflections in beams, pin ;ointed frames H Max%ell)s reciprocal theorem.

UNIT III M'ING LAS AN IN/LUENCE LINES (12)

"nfluence lines for reactions in statically determinate structures H influence lines for members

forces in pin-;ointed frames H "nfluence lines for shear force and bending moment in beam

sections H Calculation of critical stress resultants due to concentrated and distributed moving

loads. Muller #reslau)s principle H "nfluence lines for continuous beams and fixed beams

UNIT I': ARCHES (;)

Arches as structural forms H 7xamples of arch structures H !ypes of arches H Analysis of three

hinged, parabolic and circular arches H (ettlement and temperature effects.

UNIT ': INETERMINATE 7EAMS (10)

2ropped Cantilever and Fixed #eams H Fixed end moments reactions, slope and deflection for

standard cases of loading HH Continuous beams H support reactions and moments H !heorem of

three moments H (hear Force and #ending Moment 1iagrams

*


19/118

TE>T 7S:

*. /aidyanathan, R. and 2erumal, 2., Comprehensive structural Analysis H /ol. " < ""B,

6axmi 2ublications, $e% 1elhi, 8II

8. 6.(. $egi < R.(. angid, (tructural AnalysisB, !ata Mc3ra%-9ill 2ublications, $e%

1elhi, 8II.

. #havi5atti, (.(, (tructural Analysis H /ol. * /ol. 8B, /i4as 2ublishing 9ouse 2vt. 6td.,

$e% 1elhi, 8II

RE/ERENCES

* 3hali.A, $aville,A.M. and #ro%n,!.3. (tructural AnalysisB A unified classical and Matrix

approachB Hth edition. (pon 2ress, 6ondon and $e% Kor4, 8II.

8 Coates R.C, Coutie M.3. and 5ong F.5., (tructural AnalysisB, 76#( and $elson, *GGI

(tructural Analysis H A Matrix Approach H 3.(. 2andit < (.2. 3upta, !ata Mc3ra% 9ill

8II:.

*G


20/118


21/118

(ensing data. 3lobal 2ositioning (ystem =32(>-"ntroduction, principle, and applications of 32(

in different fields of (urveying. 3eographic "nformation (ystem=3"(>-"ntroduction, 7lements of

3"(, 9ard%are and (oft%are for 3"(, 1ata structure, 1ata input, 1ata manipulation < analysis,

1ata output, 3"( applications.

Te&t 7##

*. Arora, *. 5.R., surveyingB , /ol. "" < """ (tandard #oo4 9ouse, 1elhi

8. Agor, R. (urveyingB, /ol. ""


22/118

(TCE 404) ENGINEERING GELG

L T P C

3 1 0 4

Unit I (;)

7arth (ciences and its importance in Civil 7ngg. Minerals and their physical properties. (tudy of

common roc4 forming minerals."nternal structure of the earth. (uitability of roc4s as engineering

materials. #uilding stones occurrences and characteristics, selection

Unit II (;)

Roc4s origin, Characteristics, !exture, structure and classification of igneous, sedimentary and

metamorphic roc4s. 7ngineering properties of roc4s.

Unit III (;)

(tri4e and dip of strata, folds, faults, ;oints, unconformity and their classification, Causes and

relation to engineering behaviour of roc4 masses. @verlap.

6andslides causes, classification and preventive measures.

Unit I' ()

7arthqua4e causes, classification, earthqua4e %aves, intensity and magnitude, (eismic 'ones for

"ndia, 3eological consideration for construction of building.?nderground %ater, sources,

Aquifer, Artesian %ell, 3round %ater provinces of "ndia and its role as geological ha'ard.

Unit ' (;)

3eological investigations for site selection of dams < reservoirs, tunnels, bridges and high%ays.

Reservoir induced seismicity.

Methods of 3eophysical explorations-gravity, electrical and seismic, methods.

Te&t 7##

*. 2rabin (ingh, 7ngineering and 3eneral 3eologyB, 5atson publishing house.

8. #.(. (athya, $arayans%amy, 7ngg. 3eologyB 1hanpat Rai < Co. $e% 1elhi.

Re"eren*e!:

*. 6egget, R.F., 3eology and 7ngineeringB, Mc3ra% 9ill, $e% Kor4.

8. #lyth, F.3.M., A 3eology for 7ngineersB , Arnold, 6ondon.

. 2.5. Mu4er;ee, A !ext #oo4 of 3eologyB, Calcutta, %orld publisher.

:. 5rynine and udd0 2rinciples of 7ngineering 3eology < 3eotechnics,B Mc 3ra% 9ill,

$e% Kor4.

. 5.(. /aldiya0 7nvironmental 3eologyB, !ala Mc 3ra% 9ill, $e% 1elhi.

88


23/118

(TCE 408) GETECHNICAL ENGINEERING D I

L T P C

3 1 0 4

Unit I (12)

Intr#,*ti#n0 1efinition of soil mechanics, @rigin and formation of soil, Ma;or soil deposits in

"ndia, Application areas of soil mechanics. 2hase 1iagram, /oids ratio, 2orosity, 2ercentage Air

/oids, Air content, 1egree of saturation, ater content, (pecific 3ravity of soil solids and soil

mass, 1ensities and ?nit %eights - #ul4, 1ry, (aturated < (ubmerged and their inter

relationships.

In,e& %r#%ertie! #" !#i!: ater content , (pecific 3ravity, 2article si'e distribution, Relative

1ensity, Consistency limits and indices, in-situ density, Activity of Clay, 6aboratory methods of

determination of index properties of soil0 ater content =@ven 1rying method < Rapid Moisture

method>, (pecific gravity of soil solids =2ycnometer and density bottle method>, 2article si'e

distribution =(ieve analysis and 9ydrometer analysis only>, 6iquid 6imit- =Casagrande and Cone

penetration methods>, 2lastic limit and shrin4age limit.

S#i *a!!i"i*ati#n0 2urpose of soil classification, Classification based on particle si'e, "(

classification and 2lasticity chart, Field "dentification of soils.

Ca $inera#g an, !#i !t*tre0 (ingle grained, honey combed, flocculent and dispersed

structures, base-exchange capacity, "somorphous substitution, Common clay minerals in soil and

their structures- 5aolinite, "llite and Montmorillonite.

Unit II ()

/#5 #" 5ater t+r#g+ !#i!0 1arcy)s la%- assumption and validity, coefficient of permeability

and its determination =laboratory and field>, factors affecting permeability, permeability of

stratified soils, (eepage velocity, (uperficial velocity, Capillary 2henomena. (eepage 2ressure,

&uic4sand condition, 1erivation of 6aplace)s equation, Flo%net, its characteristics, construction

=3raphical method>, its applications H Computation of seepage, exit gradient.

Unit III ()

S+ear !trengt+ #" !#i: Concept of shear strength, Mohr-coulomb theory, 7ffective stress

concept-total stress, effective stress and $eutral stress, Concept of pore pressure, !otal and

effective shear strength parameters, factors affecting shear strength of soils- soil type, degree of

8


24/118

saturation, drainage conditions, 1irect shear !est and !riaxial test. ?nconfined compressive

strength, /ane shear !est. (ensitivity and !hixotropy of clay.

Unit I' (10)

C#$%a*ti#n #" !#i0 1efinition, 2rinciple of compaction, (tandard and Modified proctor)s

compaction tests, factors affecting compaction, effect of compaction on soil properties, Field

compaction control H compactive effort < method, lift thic4ness and number of passes, 2roctor)s

needle, Compacting equipment and measurement of field density by various methods.

C#$%re!!iiit an, *#n!#i,ati#n0 1efinition, Mass-spring analogy, $ormally consolidated, ,

?nderconsolidated and over consolidated soils, pre-consolidation pressure and its determination

by Casagrande)s method. Consolidation characteristics of soil =C c, av, mv and Cv>, 7stimation of

settlement due to consolidation. !er'aghi)s one dimensional consolidation theory-assumption

and limitations, Relevance of one Hdimensional consolidation to field condition. Consolidation

test and determination of coefficient of consolidation by square root of time fitting and logarithm

of time fitting method, !ime rate of consolidation.

Unit ' (;)

Latera eart+ %re!!re0 Active and 2assive earth pressures, 7arth pressure at rest. Ran4ine)s and

Coulomb)s 7arth pressure theories-Hassumptions and limitations, 3raphical solutions for active

earth pressure =cohesionless soil only> H Culmann)s and Rebhann)s methods, 6ateral earth

pressure in cohesive and cohesionless soils, critical depth of open cut in cohesive soil, 7arth

pressure distribution.

TE>T 7S:

*. #asic and Applied (oil Mechanics- 3opal Ran;an and Rao A.(.R. =8III>, $e% Age

"nternational =2> 6td., $e% 1elhi.

8. (oil Mechanics and Foundation 7ngineering- Murthy /.$.(. =*GGD>, :th 7dition, ?#(

2ublishers and 1istributors, $e% 1elhi.

. 3eotechnical 7ngineering- /en4atrahmaiah C. =8IID>, rd 7dition $e% Age "nternational =2>

6td., $e% 1elhi.

:. (oil Mechanics and Foundation 7ngg.- 2unmia #.C. =8II>, *Dth 7dition 6axmi 2ublications

Co. , $e% 1elhi.

. (oil Mechanics and Foundation 7ngineering 0 1r. 5.R. Arora 0 2ub 0 (tandard 2ublishers <

1istributors.

8:


25/118

RE/ERENCES 7S0

*. 2rinciples of 3eotechnical 7ngineering #ra;a, M. 1as =8II8>, Fifth 7dition, !homson

#usiness "nformation "ndia =2> 6td., "ndia

8. (oil 7ngineering in !heory and 2ractice- Alam (ingh and Cho%dhary 3.R. =*GG:>, C#(

2ublishers and 1istributors 6td., $e% 1elhi.

. (oil Mechanics- Craig R.F. =*GE>, /an $ostrand Reinhold Co. 6td.

:. !ext #oo4 of 3eotechnical 7ngineering- "qbal 9. 5han =8II> 8nd 7dition, 29", "ndia.

8


26/118

CAREER SILLS

(Anati*a Rea!#ning= Fantitati.e aiit= ata Inter%retati#n an, ata S""i*ien*)

Be*ti.e!0

*> !o enhance and sharpen the reasoning abilities and mental aptitude

8> !o enhance quantitative s4ills

> !o sharpen the ability to analy'e and interpret data

:> More importantly enhance quality of career opportunities available to 37? students

100 MARS (CAREER SILLS 1)

ANALTICAL REASNING= ATA INTERPRETATIN AN ATA SU//ICIENC

L T P C

2 1 0 2

Unit 1 (8)

#asic approach to 6ogical Reasoning= 6ogical 1eductions, 6ogical Connectives , Criticalreasoning, /isual reasoning, Assumption-2remise-Conclusion, Assertion and reasons,

(tatements and assumptions

Unit 2 (8)

"dentifying valid inferences, identifying (trong arguments and ea4 arguments, (tatements and

conclusions, Cause and 7ffect, "dentifying 2robably true, 2robably false, definitely true,definitely false 4ind of statement, 6inear arrangements, Matrix arrangements

Unit 3 (8)

8D


27/118

Family tree problem, Cubes, $umber series, letter series analogies, coding and decoding,

(ymbol #ased problems, Coding and decoding, (equencing, identifying next number in series

etc.

Unit 4 (8)

1ata interpretation and 1ata (ufficiency

Unit 8 (8)

"ntroduction to 2u''les, (ha4untala 1evi)s 2u''les, 3eorge (ummer !easer and 2u''les

TE>TS RE/ERENCES (ate!t e,iti#n!)

*. $on-/erbal Reasoning by R ( Aggar%al =(. Chand 2ublications>

8. All boo4s of 2u''les !o 2u''le Kou by (ha4untala 1evi

. All pu''le boo4s of 3eorge . (ummers

Gi,eine!

*. &uestions have to be set from all the units. !he level of questions shall be based on

campus placement papers of different streams of 7ngineering. 2apers may be customi'ed

for a particular branch reflecting the current trends in recruitment.

8. !he level of papers shall be of Campus placements and competitive exams li4e 3A!7,

?2(C, "7(, CA!, 3R7, and 3MA!.

. Midterm exams shall be conducted after completion of ?nits and shall be of I Mar4s

and : Minutes duration.

:. Main exam shall be of DI Mar4s and DI Minutes.

. Minimum attendance of IL is required to obtain *I mar4s. Attendance belo% IL shall

not be condoned under any circumstances.

8E


28/118

=PCE 401) HRAULICS AN HRAULIC MACHINE LA7

L T P C

0 0 3 1

Li!t #" E&%eri$ent!

*. !o determine the Manning)s coefficient of roughness Jn) for the given channel bed.

8. !o study the velocity distribution in an open channel and to find the energy and momentum

correction factors.

. !o study the flo% characteristics over a hump placed in an open channel.

:. !o study the flo% through a hori'ontal contraction in a rectangular channel.

. !o calibrate a broad-crested %eir and study the pressure distribution on the upstream face of

the %eir.

D. !o study the characteristics of free hydraulic ;ump.

E. !o study the flo% over an abrupt drop and to determine the end =brin4> depth for a free over

fall in an open channel.

. !o study centrifugal pumps and their characteristics.

G. !o study turbines and their characteristics.

8


29/118

(PCE 402) A'ANCE SUR'E /IEL @R

L T P C

0 0 3 1

*. (tudy and use of different types of micro-optic theodolite and total station, and carry out

!riangulation and !rilateration of a given area, compute the ad;usted coordinates of

triangulation stations.

8. !o plot the coordinates of triangulation stations at a given scale on 2lane !able and chec4ing

them in field.

. !o 6ayout a simple circular curve on the ground using linear methods.

:. !o 6ayout a simple circular curve on the ground using Angular methods.

. (etting out %or4s for construction of building and a culvert on the ground.

D. (tudy of aerial photographs, to find out scale and flying height of a photograph.

E. ?se of mirror stereoscope and parallax bar for measurements on aerial photographs and

plotting details on a tracing paper.

. (tudy of satellite imagery and visual image interpretation and prepare a base map on a tracing

paper.

G. ?se of 32( for measurement of coordinates and 32( survey of small area.

*I. (tudy and familiari'ation of 3"( and its applications in Civil 7ngineering.

Re"eren*e!:

*. Arora, 5.R., surveyingB , /ol. "" < """ (tandard #oo4 9ouse, 1elhi

8. Agor, R. (urveyingB, /ol. ""


30/118

(PCE 403) MATERIAL TESTING LA7

L T P C

0 0 3 1

*. !ension test on mild steel + tor steel rod =!ensile strength-1ensity-2roof (tress- (tress (train

Curve -Koungs Modulus->

8. Compression test on %ood

. 1ouble shear test on metal

:. !orsion test on mild steel rod

. "mpact test on metal specimen

D. 9ardness test on metals

E. 1eflection test on metal beam

. Compression test on helical spring

G. 1eflection test on carriage spring

*I. !ests on bric4s, concrete cubes and tiles

RE/ERENCE0

*. Relevant "ndian (tandards

I


31/118

(TCE 801) EN'IRNMENTAL ENGINEERING D I

L T P C

3 1 0 4

Unit I (;)

ater supply0 ater demand and domestic use, variation in demand population forecasting by

various methods using logistic curve method per capita supply, basic needs and factors affecting

consumption design period.

(ources of %ater0 5inds of %ater sources and their characteristics, collection of surface and

ground %ater quality of surface and ground %aters factors governing the selection of a source

of %ater supply inta4es and their design for la4es, streams and rivers, impounding reservoir and

canal determination of the capacity of impounding reservoir.

Unit II ()

!ransmission of %ater0 /arious types of conduits, capacity and si'es including economical si'es

of rising main, structural requirements laying and testing of %ater supply pipelines pipe

materials, ;oints, appurtenances and valves lea4ages and control %ater hammer and its control

measures.

Unit III (;)

(torage and distribution of %ater0 Methods of distribution, pressure and gravity distribution

systems, concept of service and balancing reservoirs, capacity of distribution reservoirs general

design guidelines for distribution system, 9ardy - Cross method, $e%ton - Raphson method and

equivalent pipe method of pipe net%or4 analysis rural %ater supply distribution system.

ater supply, plumbing systems in buildings and houses0 %ater connections, different coc4s and

pipe fittings, hot %ater installation. "nstitutional and industrial %ater supply.

Unit I' (?)

1rin4ing %ater standard and quality, ater treatment system, design of sedimentation, filtration

and disinfection units. 1etailing and maintenance of treatment units.

Unit ' (?)

Air pollution0 Composition and structure of atmosphere units of measurement, sources of

pollutants, classification of pollutants and their effects, air quality monitoring and standards.

#rief introduction to Control devices for particulate contaminants H gravitational settling

chambers, centrifugal collectors, %et collectors, fabric filters and electrostatic precipitators

*


32/118

control devices for gaseous contaminants automotive emission control, concept of clean and

biofuels.

$oise pollution0 1efinition of decibel, sound po%er level, sound intensity level and sound

pressure level measurement of noise level basic concept of community noise, transportation

noise and industrial noise acceptable outdoor and indoor noise levels effects of noise and

control measures.

Te&t 7##

*. 9.(. 2eavy, 1R Ro%e and 3. !chobanoglous0 7nvironmental 7ngineering

8. Metcalf and 7ddy "nc.0 aste%ater 7ngineering

. Fair and 3eyer0 ater (upply and aste%ater 1isposal

:. #irdie0 ater (upply and (anitary 7ngineering

Re"eren*e!:

*. 3arg0 ater (upply 7ngineering =7nvironmental 7ngineering /ol. H ">

8. 3arg0 (e%age 1isposal and Air 2ollution 7ngineering =7nvironmental 7ngineering /ol. H "">

. 7! Chanlef Mc3ra%, 9ill 6td.,

:. Manual on ater (upply and !reatment, C.2.9.7.7.@., Ministry of ?rban

1evelopment, 3overnment of "ndia, $e% 1elhi

. Manual on (e%erage and (e%age !reatment, C.2.9.7.7.@., Ministry of ?rban

1evelopment, 3overnment of "ndia, $e% 1elhi

D. (teel and Mc3hee0 ater (upply and (e%erage

E. Arceivala0 aste%ater !reatment for 2ollution Control

. 9ammer and 9ammer r.0 ater and aste%ater !echnology

G. Ra;u0 ater (upply and aste%ater 7ngineering

*I. 5shirsagar0 ater (upply and !reatment and (e%age !reatment /ol. " and ""

8


33/118

(TCE 802) REIN/RCE CEMENT CNCRETE STRUCTURE I

L T P C

3 1 0 4

Unit I ()

Pr#%ertie! #" C#n*rete: Compressive strength, !ensile strength, stress-strain curve, Modulus of

7lasticity, shrin4age and creep, %or4ability, ingredient of concrete, Characteristic strength, 3rades

of concrete, 1esign stress H (train curve and non-destructive test.

Rein"#r*ing Stee: !ypes and 3rades, stress strain curves, 1esign stress-strain curve.

Unit II (3)

7a!i* *#n*e%t! #" Rein"#r*e, *#n*rete ,e!ign: or4ing stress and 6imit (tate methods.

Unit III (1)

7e+a.i#r #" RC 7ea$! in "e&re= e!ign "#r "e&re: (ingly + 1oubly reinforced sections

=Rectangular and Flanged> by both %or4ing stress and limit state methods.

#ehaviour of RC #eams in (hear and #ond, 1esign for (hear, Anchorage and (plicing of

Reinforcement. 6imit (tates of 1eflection and Crac4ing.

Unit I' (10)

1esign and 1etailing of #eams =(imply supported < Cantilever #eams>. 1esign and detailing of

(labs0 @ne %ay + t%o %ay Rectangular (labs, (taircases 9

Unit ' (11)

e!ign #" C#$n!: Column H "nteraction curves, short+ slender columns, slenderness effect, use

of design charts

C#$n "##ting!: !ypes, 1esign of isolated footings.

N#te: T+e e!ign! 5i e ,#ne !ing Li$it State Met+#, #n9

Te&t 7##

*. (. ?nni4rishna 2illai < 1. Menon, Reinforced Concrete 1esignB, !ata Mc-3ra% 9ill

#oo4 2ublishing Company 6imited, $e% 1elhi.

8. @. 2. ain < ai 5rishna, 2lain and Reinforced ConcreteB, /ol. " < "" $em Chand < #ros.

. A. 5. ain, Reinforced Concrete H 6imit (tate 1esignB $em Chand < #ros., Roor4ee.

Re"eren*e!:

*. R. 2ar4 and 2auley, Reinforced Concrete (tructuresB

8. 2. 1ayaratnam, Reinforced Concrete 1esignB

. "( 0 :D H 8III.


34/118

(TCE 803) GETECHNICAL ENGINEERING D II

L T P C

3 1 0 4

Unit I ()

Staiit #" eart+ !#%e!: !ypes of slopes, causes and type of failure of slopes. 1efinition of

factor of safety, (tability of infinite slopes, (tability of finite slopes by Method of slices and

Friction Circle method, Fellinius method. !aylor)s stability number and its uses. (lope protection

measures.

Unit II (12)

7earing *a%a*it0 1efinitions of ultimate, net and safe bearing capacities, Allo%able bearing

pressure. !er'aghi)s and #rinch 9ansen)s bearing capacity equations - assumptions and

limitations, #earing capacity of footing sub;ected to eccentric loading. 7ffect of ground %ater

table on bearing capacity. #earing capacity of footing on layered soil. Field methods of

evaluation of bearing capacity, their limitations- 2late load test, (tandard penetration test and

cone penetration test.

Stre!! i!triti#n n,er #a,e, area0 #oussinesq)s and estergaard)s theories for

concentrated, circular and rectangular loads. 2ressure distribution diagrams, Contact pressure,

$e%mar4)s chart. Approximate methods.

Unit III (;)

S+a#5 /#n,ati#n!- (ettlement and 2roportioning0 "mportance and Concept of (ettlement

Analysis, "mmediate, Consolidation and (econdary settlements =no derivations, but, computation

using relevant formula for $ormally Consolidated soils>, !olerance. #"( specifications for total

and differential settlements of footings and rafts.

Allo%able #earing 2ressure, Factors influencing the selection of depth of foundation, Factors

influencing Allo%able #earing 2ressure, Factors influencing the choice of foundation,

2roportioning isolated, combined, strip and mat foundations.

Unit I' (10)

Pie "#n,ati#n!0 Classification and their suitability, pile capacity by static methods, $egative

s4in friction, pile capacity by dynamic formulae, their limitations. 3roup action of piles, $umber

and spacing of piles in group. 3roup efficiency, ?nder-reamed piles- design, equipment and

construction.

:


35/118

ell < Caissons foundation0 !ypes- grip length, %ell sin4ing remedial measures,

(heet 2iles0 !ypes, analysis of cantilever and anchored sheet 2iles,

Cofferdams0 !ypes and Application

Unit ' (10)

S!r"a*e e&%#rati#n an, gr#n, i$%r#.e$ent te*+nie!0 "mportance of exploration

program, Methods of exploration0 #oring, (eismic refraction method of geophysical exploration,

!ypes of samples - undisturbed, disturbed and representative samples, (amplers, sample

disturbance, area ratio, Recovery ratio, clearance, (tabilisation of boreholes - !ypical bore log.

$umber and depth of borings for various civil engineering structures, soil exploration report.

3round %ater level determination by 9vorselev)s method, Control of ground %ater during

excavation0 1e%atering - 1itches and sumps, %ell point system, /acuum method, 7lectro-

@smosis method.

2roblematic soils. Mechanical (tabilisation methods, 2reloading, (and drains, 3routing,

/ibroflotation, 1e%atering, 3eosynthetics. Chemical (tabilisation by Cement, 6ime.

TE>T 7S0

*. (oil Mechanics and Foundation 7ngg.- 2unmia #.C. =8II>, 6axmi 2ublications Co. ,

$e% 1elhi.

8. (oil 7ngineering in !heory and 2ractice- Alam (ingh and Cho%dhary 3.R. =*GG:>, C#(

2ublishers and 1istributors 6td., $e% 1elhi.

RE/ERENCES:

*. Foundation Analysis and 1esign- #o%les .7. =*GGD>, th 7dition, Mc3ra% 9ill 2ub. Co.

$e% Kor4.

8. /#n,ati#n Engineering - #ra;a M. 1as H !homson

. /#n,ati#n e!ign @.C. !eng, 29" 2ublishers 6td.

:. #asic and Applied (oil Mechanics- 3opal Ran;an and Rao A.(.R. =8III>, $e% Age

"nternational =2> 6td., $e% 1elhi.

. 3eotechnical 7ngineering- /en4atrahmaiah C. =8IID>, rd 7dition $e% Age "nternational =2>

6td., $e%e 1elhi.

D. (oil Mechanics- Craig R.F. =*GE>, /an $ostrand Reinhold Co. 6td.


36/118

(TCE 804) @ATER RESURCES ENGINEERING

(HRLG@ATER CN'EANCE SSTEM)

L T P C

3 1 0 4

UnitI (10)

Intr#,*ti#n: (cope of hydrology, occurrence of %ater. 9istorical developments, 9ydrological

cycle, 9ydrological processes.

E.a%#rati#n0 2hysics involved, factors affecting measurement < control of evaporation on

reservoirs, 7vapotranspiration, definition and measurement.

Pre*i%itati#n: 1efinition and forms of precipitation, !ypes of precipitation,Measurement of

precipitation - $on recording and recording type rain gauges, Computation of average depth of

precipitation over an area, @ptimum number of rain gauges, 7stimation of missing precipitation

record, Mass curve and consistency of rainfall data, Rain gauges net%or4s, Rainfall distribution

in "ndia, "-1, 1-A-1 Curves, Frequency and return period

Pr#*e!! #" in"itrati#n= factors affecting infiltration, infiltration indices, Application to a

practical problem.

UnitII (10)

Sr"a*e rn#"": 1etermination of factors affecting yield calculations.

H,r#gra%+: Components of hydrograph, (eparation of base flo%, flo% recession, ?nit

hydrograph theory, assumptions limitations 1erivation and application of unit hydrograph,

Computation of unit hydrographs ordinates of different durations, (-Curve and its use.

/##,!: 1efinition, factors affecting, determination by formulae, curves, gauging, design flood

hydrograph, Recurrence period.

UnitIII (10)

Gr#n, 5ater +,r##g an, 5e +,rai*!0

(cope and importance of ground %ater hydrology, @ccurrence of ground %ater, Aquifer

parameters, 1arcy)s la% and its validity, (teady radial flo% into a %ell in confined and

unconfined aquifers, (afe yield, yield of an open %ell, recuperation test9

D


37/118

e$an, "#r 5ater!= *r#%! - %ater requirements of different crops, 1efinition of consumptive

use, duty, delta and base period, 5@R depth, Factor affecting duty of %ater, 1efinition of gross

command area, culturable command area, intensity of irrigation, time factor, crop factor,

"rrigation efficiencies ,calculation of %ater required.

UnitI' (;)

1efinition and necessity of irrigation, 1ifferent systems of irrigation, Flo%, 6ift, "nundation,

#andhara, (torage, 2ercolation of tan4, (ources of %ater, River, ell, !an4.

Met+#,! #" i"ting 5ater and application of %ater to soils, sprin4ler, drip, basin, furro%.

St#rage *a*ati#n= selection of site, Area capacity curve H preparation and use, 1etermination

of live, dead flood carry H over storage, 1etermination of control levels in Reservoir,

1etermination of height of dam, silting of reservoirs, 6osses in reservoirs.

Li"t irrigati#n= $ecessity, general layout, Main components. (imple design of a scheme.

Unit' (12)

Cana! - !ypes of canals, alignment of cannals, 1esign of canals in non-alluvial and alluvial

soils, 5annedy)s and 6acey)s silt theories. !ractive force theory, canal losses, silt control in

canals, typical section of canals in cutting, emban4ment partial cutting, canal lining purpose

types, selection and economics.

Cana !tr*tre! D $ecessity, Aqueduct culvert, (uper-passage, level crossing, 9ead regulator,

cross regulator, canal siphon, canal fall, canal escape and standing %aves flume.

Te&t 7##

*. 3.6. Asa%a, "rrigation and %ater Resources 7ngg.B $e% age "nternational 2ublishers.

8. #harat (ingh, "rrigation 7ngineeringB

. (.5. 3arg, "rrigation 7ngineeringB.

Re"eren*e!:

*. 6arry . Mays, ater Resources 7ngg.B, ohn iley "ndia

8. urbs and ames, ater Resources 7ngg.B, ohn iley "ndia

. R.5. 6insley, ater Resources 7ngg.B, Mc3ra% 9ill

:. AM Michel , "rrigation !heory and 2racticesB

E


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. ustine, Creager and 9inds, 7ngineering for damsB, /ol.", "", """.

D. /arshney < 3upta, "rrigation 7ngineeringB, /ol. " < "".

E. 6eliavs4y 1esign of 9ydraulic (tructuresB, H /ol. " < "".

. ?.(.#.R, 1esign of small damsB.


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(TCE 808) CNSTRUCTIN CSTING AN FUANTIT SUR'EING

L T P C

3 1 0 4

Unit I (4)

Intr#,*ti#n: 1ifferent type of estimates, various types of dra%ings required for preparation of

estimates, important terms used in estimates, units of measurement.

Unit II (20)

E!ti$ati#n #" i,ing!: Methods of ta4ing out quantities H centre line method, long %all and

short %all method or crossing method, preparation of detailed and abstract estimates for

Residential buildings, =!%o and three bed room houses, 3F and FF>, Masonry structures, Framed

structures %ith flat < sloping roof, AC sheet roofing,

Unit III ()

S%e*i"i*ati#n!: 1efinition of specifications, ob;ective of %riting specifications, 3eneral and

detailed specifications of general items of %or4s in buildings.

Unit I' (10)

Rate ana!i!: 1efinition, purpose, %or4ing out data procedure for quantities and rates of

cement concrete of different mixes, #ric4 and si'e stone masonry, Flooring, plastering,

painting, form %or4 for different RCC items, 1oors, %indo%s < ventilators, various types of

claddings

Unit ' (12)

C#!t e!ti$ati#n #" *i.i engineering !tr*tre!: 7stimation of Civil structures li4e septic tan4,

man hole, and slab culvert %ater tan4 resting on ground rigid and flexible pavements, different

types of pavement.

RE/ERENCES:

*. #.$. 1utta, 7stimating and Costing in Civil 7ngineering !heory and 2ractice. - 8I*I

8. M. Cha4roborti, 7stimating, Costing < (pecifications in Civil 7ngineering. - 8IIE

. (. C. Ranga%ala - /aluation of Real 2roperties, Charotar 2ublishing 9ouse - 8II

:. 5. 5. Chit4ara H Construction pro;ect management, !ata Mc 3ra% H9ill - 8IIG

G


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100 MARS (CAREER SILLS 2)

FUANTITATI'E APTITUE (ARITHMETIC=

ELEMENTAR ALGE7RA= 7ASIC GEMETR)

L T P C

2 1 0 2

Unit 1 (8)

2ercentages, 2rofit and 6oss, "nterest Calculation =(", C", 7M">

Unit 2 (8)

!ime and or4, !ime and 1istance, Average and Mixtures

Unit 3 (;)

$umerical Ability, $umerical computation, numerical estimation, numerical reasoning

, Fractions and 1ecimals, Ratio and proportion, Cloc4s and Calendars, 2roblems on Ages and

$umbers

Unit 4 (8)

2ermutation < Combination, 2robability, Arithmetic < 3eometric 2rogression

Unit 8 (3)

&uadratic 7quations, (et !heory, "nequalities and #asic statistics,

TE>TS RE/ERENCES (ate!t e,iti#n!)

*. A Modern approach to /erbal Reasoning by R ( Aggar%al =(. Chand 2ublications>

8. $on-/erbal Reasoning by R ( Aggar%al =(. Chand 2ublications>

. &uantitative Aptitude by R ( Aggar%al =(. Chand 2ublications>

:. All boo4s of 2u''les !o 2u''le Kou by (ha4untala 1evi

:I


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42/118

=PCE 801) GETECHNICAL ENGINEERING LA7

L T P C

0 0 3 1

Li!t #" E&%eri$ent!

*. !ests for determination of (pecific gravity =for coarse and fine grained soils> and ater

content =@ven drying method>.

8. 3rain si'e analysis of soil sample =sieve analysis>.

. "n situ density by core cutter and sand replacement methods.

:. Consistency 6imits H 6iquid 6imit =Casagrande and Cone 2enetration Methods>, plastic limit

and shrin4age limit.

. (tandard 2roctor Compaction !est and Modified 2roctor Compaction !est.

D. Coefficient of permeability by constant head and variable head methods.

E. Capillary permeability test to find coefficient of permeability and capillary rise.

. (trength !ests

a. ?nconfined Compression !est

b. 1irect (hear !est

c. !riaxial Compression !est =undrained>

G. 1etermination of relative density of sands.

*I. a. 1emonstration of (tandard 2enetration !est.

b. 1emonstration of (tatic Cone 2enetration !est.

c. 1emonstration of 9ydrometer Analysis of soil.

d. 1emonstration of Consolidation !est.

*I. 2reparation of consolidated report of "ndex 2roperty and (trength property of soil.

RE/ERENCE 7S:

*. (oil Mechanics and Foundation 7ngg.- 2unmia #.C. =8II>, *Dth 7dition 6axmi

2ublications Co. , $e% 1elhi.

8. #"( Codes of 2ractice0 "( 8E8I =2art +(ec. *> H *GE "( 8E8I =2art 8>- *GE "( 8E8I

=2art :> H *G "( 8E8I =2art > H *G "( 8E8I =2art D> H *GE8 "( 8E8I =2art E> H

*GI "( 8E8I =2art > H *G "( 8E8I =2art *E> H *GD "( 8E8I =2art *I> H *GE "(

:8


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8E8I =2art *> H *GD "( 8E8I =2art **> H *GE* "(8E8I =2art *> H *GD "( 8E8I =2art

I> H *GE "( 8E8I =2art *:> H *GEE "( 8E8I =2art *:> H *G "( 8E8I =2art 8> H *GE:

"( 8E8I =2art 8G> H *GDD, "( 8E8I =2art DI> - *GD.

. (oil !esting for 7ngineers- 6ambe !.., iley 7astern 6td., $e% 1elhi.

:. Manual of (oil 6aboratory !esting- 9ead 5.9., =*GD>- /ol. ", "", """, 2rinceton 2ress,

6ondon.

. 7ngineering 2roperties of (oil and !heir Measurements- #o%les .7. =*G>, - Mc3ra%

9ill #oo4 Co. $e% Kor4.

:


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(PCE 802) STRUCTURAL ANALSIS LA7

L T P C

0 0 3 1

Li!t #" E&%eri$ent!

*. !o find the Flexural (tiffness =7."> of a given beam and compare it %ith the theoretical

value.

8. !o verify Clar4 Man%ell)s theorem by means of a mild steel beam.

. !o verify the Max%ell)s reciprocal theorem using a t%o hinged arch.

:. !o determine the forces in the members of a three bar suspension system and the

component displacement of the loaded ;oint 1 for vertical loads. Comparison of

experimental < theoretical results.

. !o determine the deflection of a truss analytically and graphically and verify the same

experimentally.

D. !o determine the hori'ontal thrust in a three hinged arch for a given system of loads

experimentally and verify the same %ith calculated values. Also, to obtain influence in

diagram for hori'ontal thrust in a three hinged arch experimentally and to compare it %ith

the calculated values.

E. !o determine experimentally the hori'ontal displacement of the roller end of a t%o hinged

arch for a given load and the influence line for hori'ontal thrust in a t%o hinged arch by

moving a load along the span.

. !o find the experimental values of deflection of a cantilever beam sub;ected to

symmetrical and unsymmetrical bending and to compare the same %ith theoretically

calculated values.

G. !o calculate experimentally and theoretically the loads in the three suspension rods

supporting an elastic beam %ith a concentrated load hung mid%ay bet%een t%o of the

suspension rods under t%o conditions.

a. hen the suspension rods are attached at their upper ends to rigid supports.

b. hen upper end of the central suspension rod is attached to the centre of a similar

elastic beam.

*I. !o obtain the influence line diagram for reactions in indeterminate structures by

introducing large measurable deformation and using Muller #reslau)s principle.

::


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Te&t 7##

*. ain, @.2. and ain, #.5, !heory and Analysis of (tructuresB, $em Chand and #ros,

Roor4ee.

8. Reddy, C.(., #asic (tructural AnalysisB, !ata Mc 3ra% 9ill 2ublishing Co., $e%

1elhi.

:


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(PCE 803) FUANTIT SUR'EING PRACTICE LA7

L T P C

0 0 3 1

Li!t #" e&%eri$ent!

*. 2repare a detailed estimate of the framed structure of building

8. 2repare a detailed estimate of the sub structure of the building

. 2repare a detailed estimate for the bric4 %or4 and plastering of a building

:. 2repare a detailed estimate for the flooring and painting of a building

. 2repare a detailed estimate for %aterproofing of sub structures

D. 2repare a detailed estimate for %aterproofing of terrace, tan4s and toilets

E. 2repare a detailed estimate of the culvert

. 2repare a detailed estimate of a small commercial building

G. 2repare a detailed estimate for the %ater supply of a building

*I. 2repare a detailed estimate of a road

**. 2repare a detailed estimate of a septic tan4

*8. 2repare a detailed estimate of the manhole

TE>T 7S

*. 1utta, #.$., 7stimating and Costing in Civil 7ngineeringB, ?#( 2ublishers < 1istributors

2vt. 6td., 8II

8. 5ohli, 1.1 and 5ohli, R.C., A !ext #oo4 of 7stimating and Costing =Civil>B, (.Chand <

Company 6td., 8II:

RE/ERENCE

*. 21 1ata #oo4.

:D


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(PCE 804) SUR'E CAMP

L T P C

0 0 0 2

(even days survey camp using !heodolite, cross staff, leveling staff, tapes, plane table and total

station. !he camp must involve %or4 on a large area of not less than 8II hectares. At the end of

the camp, each student shall have mapped and contoured the area. !he camp record shall include

all original field observations, calculations and plots.

=i> !riangulation

=ii> !rilateration

=iii> 32( observation to determine latitude, longitude and a'imuth

=iv> 2lotting the details by plane table survey

PREPARATIN / TPGRAPHIC MAP:

Reconnaissance, establishment of control points, computation+determination of coordinates of

stations, surveying the details using total station, data transfer and map compilation using

appropriate soft%are.

Area selected should be such that important features such as agriculture land, orchards, roads,

%ater bodies etc. exist. (tudents shall submit a map =%ith appropriate symbols and colours> of

the area sho%ing topographic features.

:E


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(TCE 01) EN'IRNMENTAL ENGINEERING II

L T P C

3 1 0 4

UNIT I (?)

Panning "#r !e5erage !!te$!: (ources of %aste%ater generation H 7stimation of sanitary

se%age flo% H 7stimation of storm runoff H Factors affecting Characteristics and composition of

se%age and their significance H 7ffluent standards H 6egislation requirements.

UNIT II (?)

Se5er ,e!ign: (e%erage H 9ydraulics of flo% in se%ers H @b;ectives H 1esign period - 1esign

of sanitary and storm se%ers H (mall bore systems - Computer applications H 6aying, ;oining <

testing of se%ers H appurtenances H 2umps H selection of pumps and pipe 1rainage -. 2lumbing

(ystem for #uildings H @ne pipe and t%o pipe system.

UNIT III (?)

Pri$ar treat$ent #" !e5age: @b;ective H ?nit @peration and 2rocesses H (election of

treatment processes H @nsite sanitation - (eptic tan4, 3rey %ater harvesting H 2rimary treatment

H 2rinciples, functions design and dra%ing of screen, grit chambers and primary sedimentation

tan4s H @peration and Maintenance aspects.

UNIT I' (?)

Se*#n,ar treat$ent #" !e5age: @b;ective H (election of !reatment Methods H 2rinciples,

Functions, 1esign and 1ra%ing of ?nits - Activated (ludge 2rocess and !ric4ling filter, other

treatment methods H @xidation ditches, ?A(# H aste (tabili'ation 2onds H Reclamation and

Reuse of se%age H Recent Advances in (e%age !reatment H Construction and @peration <

Maintenance of (e%age !reatment 2lants.

UNIT ' (?)

i!%#!a #" !e5age an, !,ge: (tandards for 1isposal - Methods H dilution H (elf purification

of surface %ater bodies H @xygen sag curve H 6and disposal H (e%age farming H 1eep %ell

in;ection H (oil dispersion system - (ludge characteri'ation H !hic4ening H (ludge digestion H

:


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#iogas recovery H (ludge Conditioning and 1e%atering H disposal H Advances in (ludge

!reatment and disposal.

S#i, 5a!te: Municipal solid %aste, characteristic, generation, collection, transportation of solid

%aste. 7ngineering system for solid %aste, management+reuse+recycle+energy recovery treatment

and disposal

TE>T 7S

*. 3arg, (.5., 7nvironmental 7ngineering /ol. "", 5hanna 2ublishers, $e% 1elhi, 8II.

8. 2unmia, #.C., ain, A.5., and ain.A., 7nvironmental 7ngineering, /ol."", 6a4shmi

2ublications, $e%sletter, 8II.

RE/ERENCES

*. Manual on (e%erage and (e%age !reatment, C2977@, Ministry of ?rban 1evelopment,

3overnment of "ndia, $e% 1elhi, *GGE.

:G


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8. aste%ater 7ngineering H !reatment and Reuse, !ata Mc.3ra%-9ill Company, $e% 1elhi,

8II.(TCE 02) REIN/RCE CNCRETE STRUCTURE D II

L T P C

3 1 0 4

Unit I (10)

"ntroduction to 2restressed Concrete0 #asic 2rinciples, (ystems of 2restressing, Material

2roperties, 6osses of 2restress. 1esign for flexture.

Unit II (;)

1esign of Continuous R.C #eams0 Moment Redistribution. 1esign of Circular #eams0 #ending,

!orsion and (hear.

Unit III (10)

1esign 6oads of #uildings including ind and (eismic forces. 1esign of #uilding Frames

=?nbraced>.

Unit I' (10)

Circular overhead tan4s H 1esign of staging and foundations

Unit ' (10)

1esign of cantilever and counter fort retaining %alls

Te&t 7##

*. ain, @.2, and 5rishna, ai, 2lain and Reinforced Concrete,B /ol." < "", $em Chand <

#ros., Roor4ee.

8. ain A.5 Reinforced Concrete, 6imit (tate 1esignB, $em Chand < #ros. Roor4ee

. 5rishna Ra;u, $, 2restressed Concrete,B !ata Mc3ra% 9ill, $e% 1elhi

:. R, 2ar4 and 2auley, Reinforced concrete (tructures

Re"eren*e!:

*. 5rishna Ra;u, $, Advanced Reinforced Concrete 1esignsB.

8. $avy, 7.3, 2restressed Concrete0 A Fundamental ApproachB, 2rintice 9all, $.

. "(0 *:-*GI, "ndian (tandard Codes of 2ractice for 2restressed Concrete.

:. "(0EI-*GED =2t " to "/>, "ndian (tandard Codes of 2ractice for 6iquid Retaining

(tructures.

. 6in, !.K, 1esign of 2restressed Concrete (tructuresB, ohn iley < (ons, $e% 1elhi

I


51/118

D. "( :D-8III and "( E

E. 2.1ayartnam, Reinforced Concrete 1esign

*


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(TCE-03) @ATER RESURCES ENGINEERING-II

(IRRIGATIN INUNATIN SSTEM)

L T P C

3 1 0 4

UnitI (10)

a$!: introduction, necessity and types of dams. (election of site for dams, (election of type of

dams. Masonry < concrete dams, forces acting on dams. 1esign criteria. !heoretical and

practical profile of high and lo% dam. (tability calculations, openings in masonry < concrete

dams, methods of construction, ;oints in dams.

UnitII (;)

7arth dam, components and their functions, chec4 list for design, control of seepage through

earth dam and foundation stability of slopes. (lip circle methods, filters in each dam and their

design. 1rainage of earth dam. Construction of earth dam.

UnitIII (10)

(pill%ay, necessity < function components of spill%ay, different types of spill%ays i.e. ogee,

chute side channel siphon, shaft factors affecting choice of type of spill%ay, 7lementary

hydraulic design for ogee spill%ay, 7nergy dissipation belo% spill%ay, ump height curve < tail

%ater rating curve, types of energy dissipation arrangements < factors affecting their selection.

3ates for spill%ay.

Unit I' (;)

i.er!i#n 5#r

floors H #ligh)s Methods and 5hosla)s theory, (lit control %or4s H silt e;ectors and silt excluder

Unit' (10)

River < river training %or4s, characteristics of alluvial rivers. River training %or4s purpose

different types, advantages < disadvantages, River navigation.

ater logging and drainage causes, effects 2reventive < curative measures Al4aline soils. (oil

efflorescence. 1rainage arrangements.

8


53/118

7lements of hydro-po%er %ater po%er importance, types of %ater po%er plants layout <

components of each type, inta4es conveyance systems. (urge function < types po%er- house

components < layout tail race.

Te&t 7##

*. 3.6. Asa%a, "rrigation and %ater Resources 7ngg.B, $e% age "nternational 2ublishers.

8. #harat (ingh, "rrigation 7ngineeringB

. (.5. 3arg, "rrigation 7ngineeringB.

Re"eren*e!:

*. 6arry . Mays, ater Resources 7ngg.B, ohn iley "ndia

8. urbs and ames, ater Resources 7ngg.B ohn iley "ndia

. R.5. 6insley, ater Resources 7ngg.B, Mc3ra% 9ill

:. AM Michel, "rrigation !heory and 2racticesB

. Creager and 9inds, 7ngineering for damsB /ol. ", "", """ ustine.

D. /arshney < 3upta, "rrigation 7ngineeringB /ol. " < "".

E. 6eliavs4y, 1esign of 9ydraulic (tructuresB H /ol. " < "".

. ?.(.#.R., 1esign of small damsB.


54/118

=TCE 04) CNSTRUCTIN PLANNING SCHEULING

L T P C

3 1 0 4

UNIT I ()

C#n!tr*ti#n %anning: #asic concepts in the development of construction plans-choice of

!echnology and Construction method-1efining or4 !as4s- 1efinition- 2recedence

relationships among activities-7stimating Activity 1urations-7stimating Resource Requirements

for %or4 activities-coding systems.

UNIT II (12)

S*+e,ing %r#*e,re! an, te*+nie!: Relevance of construction schedules-#ar charts - !he

critical path method-Calculations for critical path scheduling-Activity float and schedules-

2resenting pro;ect schedules-Critical path scheduling for Activity-on-node and %ith leads, 6ags

and indo%s-Calculations for scheduling %ith leads, lags and %indo%s-Resource oriented

scheduling-(cheduling %ith resource constraints and precedences -?se of Advanced (cheduling

!echniques-(cheduling %ith uncertain durations-Crashing and time+cost tradeoffs -"mproving the

(cheduling process H "ntroduction to application soft%are.

UNIT III (11)

C#!t *#ntr# $#nit#ring an, a**#nting: !he cost control problem-!he pro;ect #udget-

Forecasting for Activity cost control - financial accounting systems and cost accounts-Control of

pro;ect cash flo%s-(chedule control-(chedule and #udget updates-Relating cost and schedule

information.

UNIT I' (;)

Fait *#ntr# an, !a"et ,ring *#n!tr*ti#n: &uality and safety Concerns in Construction-

@rgani'ing for &uality and (afety-or4 and Material (pecifications-!otal &uality control-

&uality control by statistical methods -(tatistical &uality control %ith (ampling by Attributes-

(tatistical &uality control by (ampling and /ariables-(afety.

:


55/118

UNIT ' (;)

rganiati#n an, !e #" %r#Be*t in"#r$ati#n: !ypes of pro;ect information-Accuracy and ?se

of "nformation-Computeri'ed organi'ation and use of "nformation -@rgani'ing information in

databases-relational model of 1ata bases-@ther conceptual Models of 1atabases-Centrali'ed

database Management systems-1atabases and application programs-"nformation transfer and

Flo%.

TE>T 7S

*. Chit4ara, 5.5. Construction 2ro;ect Management 2lanningB,

(cheduling and Control, !ata Mc3ra%-9ill 2ublishing Co., $e% 1elhi, *GG.

8. (rinath,6.(., 27R! and C2M 2riniples and Applications ,

Affiliated 7ast est 2ress, 8II*

RE/ERENCES

*. Chris 9endric4son and !ung Au, 2ro;ect Management for Construction H Fundamentals

Concepts for @%nersB, 7ngineers, Architects and #uilders, 2rentice 9all, 2itsburgh, 8III.

8. Moder.., C.2hillips and 1avis, 2ro;ect Management %ith C2MB, 27R! and 2recedence

1iagramming, /an $ostrand Reinhold Co., !hird 7dition, *G.

. illis., 7.M., (cheduling Construction pro;ectsB, ohn iley and (ons *GD.

:. 9alpin,1.., Financial and cost concepts for construction ManagementB, ohn iley

and (ons, $e% Kor4, *G.


56/118

(TCE 08) STRUCTURAL ANALSIS D II

L T P C

3 1 0 4

UNIT I (;)

ARCHES AN SUSPENSIN 7RIGES

Analysis of t%o hinged and fixed archesH (ettlement and temperature effects. (uspension cables

H suspension bridges %ith t%o and three hinged stiffening girders.

UNIT II (12)

/LE>I7ILIT METH: 7quilibrium and compatibility H 1eterminate vs "ndeterminate

structures H "ndeterminacy -2rimary structure H Compatibility conditions H Analysis of

indeterminate pin-;ointed plane frames, continuous beams, rigid ;ointed plane frames =%ith

redundancy restricted to t%o>.

UNIT III (14)

SLPE E/LECTIN METH: Continuous beams and rigid frames =%ith and %ithout

s%ay> H (ymmetry and antisymmetry H (implification for hinged end H (upport displacements

MMENT ISTRI7UTIN METH: 1istribution and carryover of moments H (tiffness

and carry over factors H Analysis of continuous beams H 2lane rigid frames %ith and %ithout

s%ay

UNIT I' (10)

STI//NESS MATRI> METH: 7lement and global stiffness matrices H Analysis of

continuous beams H Co-ordinate transformations H Rotation matrix H !ransformations of

stiffness matrices, load vectors and displacements vectors H Analysis of pin-;ointed plane frames

and rigid frames

UNIT ' (10)

PLASTIC ANALSIS / STRUCTURES: (tatically indeterminate axial problems H #eams

in pure bending H 2lastic moment of resistance H 2lastic modulus H (hape factor H 6oad factor H

D


57/118

2lastic hinge and mechanism H 2lastic analysis of indeterminate beams and frames H ?pper and

lo%er bound theorems

TE>T 7S

*. /aidyanathan, R. and 2erumal, 2., Comprehensive structural Analysis H /ol. " < ""B,

6axmi 2ublications, $e% 1elhi, 8II

8. 6.(. $egi < R.(. angid, (tructural AnalysisB, !ata Mc3ra%-9ill 2ublications, $e%

1elhi, 8II.

. #havi5atti, (.(, (tructural Analysis H /ol. * /ol. 8B, /i4as 2ublishing 9ouse 2vt. 6td.,

$e% 1elhi, 8II

RE/ERENCES

*. 3hali.A, $ebille,A.M. and #ro%n,!.3. (tructural AnalysisB A unified classical and

Matrix approachB Hth edition. (pon 2ress, 6ondon and $e% Kor4, 8II.

8. Coates R.C, Coutie M.3. and 5ong F.5., (tructural AnalysisB, 76#( and $elson, *GGI

. (tructural Analysis H A Matrix Approach H 3.(. 2andit < (.2. 3upta, !ata Mc3ra% 9ill 8II:.

:. Analysis of "ndeterminate (tructures H C.5. ang, !ata Mc3ra%-9ill, *GG8.

E


58/118

(TCE 0) TRANSPRTATIN ENGINEERING D I

(HIGH@AS AN AIR/IEL)

L T P C

3 1 0 4

Unit I (?)"ntroduction0 Role of !ransportation, Modes of !ransportation, 9istory of road development,

$agpur road plan, #ombay road plan < rd 8I Kear Road 2lan, Road types and pattern.

Financing 9igh%ay Alignment H Requirements, Alignment of 9ill Roads.

3eometric 1esign 0 Cross sectional elements, camber, shoulder, sight distance, hori'ontal curves,

super elevation, extra %idening, transition curves and gradient, vertical curves, summit and

valley curves.

Unit II ()

9igh%ay Materials0 properties of subgrade and pavement component materials, !est on

subgrade soil, Aggregates and #ituminous materials.

Unit III ()

!raffic 7ngineering0 !raffic characteristic, volume studies, speed study, capacity, density, traffic

control devices, signs, signals, "sland, "ntersection at grade and grade separated intersections,

Rotary intersection. Causes and !ypes of Accidents

Unit I' (10)

1esign of 9igh%ay 2avement0 !ypes of 2avements, 1esign factors, 1esign of Flexible

2avement by C#R method ="RC 0 E-8II*>, 1esign of rigid pavement, estergaard theory, load

and temperature stresses, ;oints, "RC method of rigid pavement design. ="RC 0 H 8II8>.

Road Construction Methods0 #M, (urface dressing, bituminous carpeting, #ituminous #ound

Macadam and Asphaltic Concrete, Cement Concrete road construction.

Unit ' (10)

Airport 7ngineering0 Air craft characteristics, types of airports, layout of airports, airport

planning < design, run%ay orientation, %ind-rose diagram, estimation of run%ay length <

correction, !axi%ay.


59/118

Te&t 7##

*. (. 5. 5hanna < C.7.3.usto, 9igh%ay 7ngineeringB, $em Chand < #ros, Roor4ee.

8. (. 5. 5hanna, Airport 2lanning < 1esignB, M. 3. Arora < (. (. ainB, $em Chand <

#ros,

. 6. R. 5adiyali, !ransportation 7ngineeringB. =/ol " < "">

:. Koder 7.., 2rinciples of 2avement 1esignB.

Re"eren*e!:

*. (. 5. (harma, 9igh%ay 7ngineeringB.

8. 2. Cha4raborty < A. 1as, 2rinciples of !ransportation 7ngineeringB.

G


60/118

=PCE 01) EN'IRNMENTAL ENGINEERING LA79

L T P C

0 0 3 1

Li!t #" E&%eri$ent!:

*. 1etermination of turbidity, colour, and conductivity.

8. 1etermination of p9, al4alinity and acidity.

. 1etermination of hardness and chlorides.

:. 1etermination of residual chlorine and chlorine demand.

. 1etermination of dissolved oxygen.

D. Measurement of air pollutants %ith high volume sampler.

E. Measurement of sound level %ith sound level meter.

. 1etermination of total suspended and dissolved solids.

G. 1etermination of #@1 of sample.

*I. 1etermination of C@1 of sample.

**. 1etermination of 5;eldahl nitrogen.

*8. 1etermination of fluorides.

*. 1etermination of rate 4inetics constant of aerobic reactions

Te&t 7##

*. Mathur0 ater and aste%ater !esting.

8. 2radeep 5umar and "ndu Mehrotra, %ater and %aste %ater Analysis.

. (tandard Methods for the 7xamination of ater and aste%ater, A. 2. 9. A., $e% Kor4

:. 2eavy and Ro%e, 7nvironmental 7ngineering

Re"eren*e!:

*. (a%yer, McCarty and 2ar4in0 Chemistry for 7nvironmental 7ngineering

8. . 9. @.0 (elected Methods of Measuring Air 2ollutants

. Cunniff0 7nvironmental $oise 2ollution

:. Mc 1evis and A. Corn%ell, "ntroduction to 7nvironmental 7ngineering, Mc3ra%, 9ill

. 3ilbest and Masters, "ntroduction to 7nvironmental 7ngineering < (cience.

DI


61/118

(PCE 02) CMPUTER APPLICATIN LA7 D I

L T P C

0 0 3 1

INTRUCTIN T AUTCA ()

A?!@CA1 screen, (etting the options, Menu commands, @pening a dra%ing, 1ra%ing tools,

7diting tools, Creating dra%ings using %i'ards, 1imensioning, !ext in A?!@CA1, 6ayers

concept, #loc4s, 9atching, or4ing %ith Multiple dra%ings, 1ra%ing 81 ob;ects using above

tools.

RA@ING CMPNENTS / 7UILING (?)

1ra%ing follo%ing components of building using A?!@CA1 tools - Masonry foundations,

1oors and indo%s, (taircases, !russes

7UILING RA@ING USING AUTCA (18)

1ra%ing plans of buildings using dra%ing tools, creating openings in plans using modify tools,

creating and inserting bloc4s of doors and %indo%s, "nserting text and dimensions, 1ra%ing

elevation and sections, Creating sanction dra%ing. 2reparation of %or4ing dra%ings of single

storey and double storey residential buildings

STRUCTURAL RA@INGS USING AUTCA ()

2reparation of column lay out and excavation dra%ings, footing, 6intel and Che;;a, beams and

slabs of framed structures

THREE IMENSINAL RA@INGS USING AUTCA (12)

Co-ordinate systems, creating 1 ob;ects, /ie% ports, dra%ing isometric vie% of standard

ob;ects, 2reparation of perspective vie%s of buildings using given plan and elevations

RE/ERENCE 7S:

*. "ntroduction to A?!@CA1 8IIDB - Roberts !, #2# publications

8. Mastering A?!@CA1 8IIDB - 3eorge @mura,, #2# 2ublications

. 6earning A?!@CA1 8IIB - Ramesh #angia, 5hanna #oo4 2ublishing Co.

:. ?nderstanding A?!@CA1 8II: A beginner)s 3uideB - (ham !ic4oo, iley 1reamtech

"ndia 2vt 6td.,

D*


62/118

(PCE 03) HIGH@A AN 7UILING MATERIALS LA7

L T P C

0 0 3 1

TESTS N CEMENT

*. (etting time

8. (oundness

. Compressive strength

:. !ensile strength

. Fineness

TESTS N CNCRETE

D. (lump cone test

E. Compaction factor

. Compressive strength

G. Flexure test

TESTS N 7ITUMEN

*I. 2enetration

**. (oftening 2oint

*8. 1uctility

*. Marshall (tability and Flo% values

*:. (pecific 3ravity

*. (tripping !est

*D. 1uctility !est.

TESTS N AGGREGATES

*E. 2roportioning of Aggregates

*. Aggregate impact test

*G. 6os Angeles Abrasion /alue of Aggregate

8I. Crushing /alue of Aggregate

D8


63/118

Te&t 7##

*. ain @2 and 5rishna, ai, 2lain and Reinforced Concrete /ol. " < "", $em Chand < #ros.

Roor4ee.

8. 1ayaratnam. 2, 1esign of Reinterced Concrete (tructures, @xford < "#9 2ublishing Co. 2vt.

6td., $e% 1elhi.

. (hetty, M.(., Concrete !echnology, (. Chand and Company 6td., $e% 1elhi.

:. (. 5. 5hanna < C.7.3 usto, 9igh%ay Material !estingB, $em Chand < #ros. Roor4ee.

. (.5 5hanna < C.7.3 usto, 9igh%ay 7ng

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B.tech. Civil Engineering Full Syllabus India