Department of Civil Engineering - sginstitute.in · 4.a CE420 Advanced Concrete Design 38 ... 4. Reinforced Concrete Design (Limit State) - A.K. Jain 2,3 5. Fundamentals of Reinforced

Department of

Civil Engineering

1

SHIVAJI UNIVERSITY, KOLHAPUR

BE (Civil) Syllabus Structure

SEMESTER-VIII (Part II)

Sr.

No.

Subject Teaching scheme per week Examination scheme

L P T D Total Theory

paper

TW POE OE Total

1 Design of Concrete

Structures-II

4 2 --- --- 6 100 25 --- --- 125

2 Water Resource Engineering -

II

3 2 --- --- 5 100 25 --- 25 150

3 Transportation Engineering-II 3 --- --- --- 3 100 --- --- --- 100

4 Elective-II* 3 --- --- --- 3 100 --- --- --- 100

4 Elective –III** 3 --- --- --- 3 100 --- --- --- 100

6 SDD-II --- --- --- 4 4 --- 50 --- 25 75

7 PROJECT --- 6 --- --- 6 --- 75 75 --- 150

Total 16 10 --- 4 30 500 175 75 50 800

*Elective from structure group, **Elective from non-structure group

Department of

Civil Engineering

2

Department of Civil Engineering

T. E. Civil

BE-Civil-Part-II

Sr

No

Subject

code

Subject Page No.

1 CE 417 Design of Concrete Structure II 02

2 CE 418 Water Resources Engineering II 16

3 CE419 Transportation Engineering II 29

4 Elective II

4.a CE420 Advanced Concrete Design 38

4.b CE423 Structural Design of Foundation and Retaining Structures 48

5 Elective III

5.a CE434 Advanced Construction Techniques 58

5.b CE431 Site Investigation Methods and Practices 68

6 CE435 Structural Design and Drawing II 76

7 CE436 Project work Phase II 79

Department of

Civil Engineering

3

Course plan for Design of Concrete Structures-II

Course Code CE 417 Course Design of Concrete Structures

II

Prepared by Mr. S. R. Kadam / Mr S. P. Patil Semester AY 2017-18, Sem II

Pre-requisites This course requires the student to know about the basic concepts in structural

mechanics like shear force , bending moment, stress, strain, Basic properties of

concrete and reinforcing bars and concept of Reinforced cement concrete.

Course Outcomes

At the end of the course the students should be able to:

CO417.1 Analyze4 and design the beams subjected to combined action of bending and

torsion.

CO417.2 Analyze4 and design continues beam and slab.

CO417.3 Design5 circular and rectangular water tanks resting on ground

CO417.4 Explain2 the basic concept of prestressed concrete

CO417.5 Calculate4 the losses of prestress due to elasticity, creep, shrinkage etc

CO417.6 Analyze4 and design of prestressed concrete rectangular and T beams.

Mapping of COs with POs

POs

COs

a b c d e f g h i j K

CO417.1 1 1

CO417.2 1 2 2

CO417.3 2 2 1

CO417.4 1 2 1

CO417.5 3 2

CO417.6 1

1 Mild correlation 2 Moderato correlation 3 Strong

correlation

Department of

Civil Engineering

4

Course Contents

Unit

No. Title

No. of

Hours

Section I

1. Limit State of Collapse:

Torsion Behavior of R.C. rectangular sections subjected to torsion, Design of

sections subjected to combined bending and torsion, combined shear and

torsion.

07

2. Limit state Design of two span continuous beams and three span continuous

beams using IS coefficient, concept of moment redistribution 08

3. Design of water tank :

Introduction to working stress method for water tank design, Design criteria,

permissible stresses, design of water tank resting on ground using IS code

method – (i) circular water tanks with flexible and rigid joint between wall and

floor, (ii) rectangular water tanks.

09

Section II

4. Basic concept of prestressing. Historical development. Types and systems of

prestressing. Analysis of rectangular and symmetrical I sections. Different

cable profiles.

08

5. Losses of prestress in Pre & Post tensioned members. Flexural strength of

prestress concrete section 06

6. Design of prestress concrete:

Rectangular and Symmetrical I sections for following criteria: (i) Design of

section for flexure (ii) Design of section for the limit state of collapse in

flexure.

10

Reference books:

Sr.

No.

Title of Book Author Publisher/Edition Topics

covered

1. IS: 456-2000 ,IS: 3370, IS:

1343

IS INDIAN

STANDARD

Department of

Civil Engineering

5

2. Reinforced Cement Concrete -B.C. Punmia 1,2,3

3. Limit State Theory & design - Karve& Shah Structures Pub.

pune

1,2,3

4. Reinforced Concrete Design

(Limit State) -

A.K. Jain 2,3

5. Fundamentals of Reinforced

Concrete- -

Sinha & Roy 1,2,3,4

6. Reinforced Concrete P.C. Varghese, Prentice Hall of

India,

4,5,6

7. Prestressed Concrete Tata N Krishna Raju, McGraw-Hill

Publication

Company ltd.

4,5,6

8. Prestressed Concrete - Sinha & Roy S.Chand & Co.

NewDelhi

4,5,6

Evaluation scheme:

Examination

Scheme

Theory Term Work OE Total

Max. Marks 100 25 125

Contact

Hours/ week

4 2 -- 5

Scheme of Marks

Section Unit No. Title Marks

I

1 Unit 1 Limit State of Collapse – Torsion 16

2 Unit 2 Limit state Design of two span continuous beams 18

3 Unit 3 Design of water tank 16

II

4 Unit 4 Basic concept of prestressing 16

5 Unit 5 Losses of prestress 18

6 Unit 6 Design of prestress concrete 16

Department of

Civil Engineering

6

Course Unitization

CO Evaluation Remark

CO417.1 CAT 1 1 question on unit 1 and 2 with 15 marks each

CO417.2


CO417.4


CO417.6

Unit wise Lesson Plan

Section I

Unit No Unit Title Planned Hrs.

1 Design for Torsion 07

Lesson schedule

Class

No.

Details to be covered

1 Limit State of Collapse –Torsion Behavior of R.C. rectangular sections subjected to

torsion.

2 Analysis of sections subjected to combined bending and torsion, combined shear and

torsion

3 Design of sections subjected to combined bending and torsion, combined shear and

torsion

4 Design problem.

5 Design problem by following IS code Method.

6 Design problem.

7 Design problem

Review Questions

Department of

Civil Engineering

7

Q1 When we need to consider Torsion in design of beams?

CO417.1

Q2 What is side face reinforcement? Where we have to provide it?

Q3 As per IS code, how to design a beam for combined action of torsion, Bending

and shear?

Q4 Design a RCC beam 300mm wide and 600mm overall depth for factored

bending Moment of 70 kN-m , Factored Torsional moment 45 kN-m and

Factored shear force of 75 kN. Use M20 Concrete and Fe 415 steel.

Q5 Design a RCC beam 300mm wide and 450mm overall depth for factored

bending Moment of 60 kN-m , Factored Torsional moment 40 kN-m and

Factored shear force of 80 kN. Use M25 Concrete and Fe 415 steel.

Unit No Unit title Planned Hrs.

2 Design of Continues Beam 08

Lesson schedule

Class

No.


1 Review of analysis of continues beams by various methods and discussion on coefficient

method.

2 Limit state design of two span and three span continues beams.

3 Design problem on continues beam.

4 Concept of Redistribution of moments

5 Design of continues beam by incorporating redistribution of moments.

6 Design problems on continues beam



Review Questions

Q1 Describe in brief the coefficient method for analysis of continues beam with its

limitations.

Q2 Write about the concept Redistribution of Moment and its practical importance.

Q3 A two span beam ABC is freely supported at A&C. The beam carries a 230mm

thick 3m high brick wall and superimposed load of 9.0 kN/m. Design critical

Department of

Civil Engineering

8

section of beam AB & BC Using IS code Coeff. Method. Span AB=BC=6m,

Grade of concrete M20, and Steel Fe415.

CO417.2 Q4 A Three span beam ABCD is freely supported at A&D. The beam carries a

230mm thick 3m high brick wall and superimposed load of 10.0 KN/m. Design

critical section of beam AB, BC&CD Using IS code Coeff. Method. Span

AB=BC=CD=5m, Grade of concrete M20, and Steel Fe415 .

Q5 A Three span beam ABCD is freely supported at A&D. The beam carries a

150mm thick 2.5m high brick wall and superimposed load of 15.0 KN/m.

Design critical section of beam AB, BC&CD Using IS code Coeff. Method.

Span AB=BC=CD=4m, Grade of concrete M20, and Steel Fe500


3 Working stress method and Design of Water tanks 09

Lesson schedule

Class

No.


1 Working stress method of RCC design comparison with LSM.

2 Analysis of singly reinforced section and computation of Design constants.

3 Analysis of Doubly reinforced section and computation of Design constants.

4 Design of One way and Two way slab by WSM.

5 Design constants and permissible stresses.

6 Design of Circular tank resting on ground having flexible base connection.

7 Design of Circular tank resting on ground having rigid base by IS code Method.

8 Design of Circular tank resting on ground having rigid base by approximate method.

9 Design of rectangular tank resting on ground by exact method.

Review Questions

Q1 What is the basic principle behind the WSM ? Compare WSM with LSM.

Q2 What are the assumption in WSM?

Q3 Define the terms with reference to RC beam section- Neutral axis, Under

Department of

Civil Engineering

9

reinforced section, Over reinforced section, Moment of resistance.

CO417.3

CO417.3

Q4 Derive Expression for position of Neutral axis and Moment of Resistance of

a balanced rectangular section.

Q5 Derive Expression for position of Neutral axis and Moment of Resistance of

Doubly reinforced rectangular section.

Q6 A beam of reinforced concrete is 300mm wide and 400mm deep to centre of

tension steel. It is reinforced with four 16mm dia bars in compression and

four bars of 20mm in tension zone with effective cover 50mm. Determine

Moment of resistance of the beam section if permissible stresses in concrete

and steel are not to exceed 7 and 140 N/sqmm. Take m=13.

Q7 Design a rectangular section for a simply supported RC beam of effective

span of 6m carrying an UDL of 20KN/m over entire span. The concrete to be

used is of grade M20 and the reinforcement consist of HYSD steel bar with

grade Fe 415.

Q8 Design a slab for room admeasuring 3mx9m.the slab rests on masonry of

thickness 230mm. Use M20 Concrete and Fe 415 steel

Q9 Write Permissible stresses in concrete and steel as per IS.

Q10 Write in brief the procedure for design of circular water tank resting on

ground with flexible and rigid base.

Q11 Write the procedure of design of rectangular water tank resting on ground by

exact method.

Q12 The section of a RCC wall of a rectangular tank is subjected to direct tension

of 95KN/m and moment of i) 75.0 kNm/m and ii) 5.5 KN m/m. Design the

section when M25 Grade concrete mix and HYSD steel bar of grade Fe415

are to be used under class B exposure condition.

Q13 Design a Cylindrical water tank of capacity 100cum resting on ground

having a flexible base. The material used in construction is M25 grade

concrete mix and HYSD, Fe 415 steel. The overall height of the tank is

restricted to 3.00 m with free board of 200mm. The bearing capacity of soil at

the site is 150 kN/m2.

Q14 Design a rectangular tank resting on ground with internal dimensions

7.0x5.5x2.75(CO3)m high. Take the free board as 300mm. Use M25 grade

concrete and HYSD steel of grade Fe415.

Q15 Design a circular tank with fixed base for capacity of 5000KL resting on

ground having a soil with SBC of 80 KN/sqm. Provide a depth of 5m with Fb

of 250mm. The construction materials to be used are M25 grade concrete and

Fe 500 steel.

Department of

Civil Engineering

10

SECTION II

Unit No. Unit Title Planned Hrs.

4 Introduction to prestressed concrete 08

Lesson schedule

Class

No.


1 Introduction to Prestressed concrete Types of prestressing.

2 Methods of prestressing and materials specifications.

3 Questions on prestressing


5 Systems of prestressing.

6 Concepts in Prestressing.



Review Questions

Q1 What is the basic principle of prestressed concrete?

CO417.4

Q2 What is necessity of using high strength concrete and high tensile steel in

prestressed concrete?

Q3 Differentiate between Concentric and eccentric prestressing,.

Q4 Differentiate between Pre-tensioning and post-tensioning.

Q5 List various types of tensioning devices used in prestressed concrete.

Q6 Explain various post-tensioning system based on wedge action with sketches.


5 Losses in prestress 06

Lesson schedule

Class Details to be covered

Department of

Civil Engineering

11

No.

1 Nature of losses of prestress

2 Loss of prestress due to elastic deformation of concrete and shrinkage of concrete

3 loss due to creep of concrete and relaxation of steel

4 loss due to friction and anchorage sleep

5 Total losses in pre-tensioned and post-tensioned case.

6 Questions On Prestressing

Review Questions

Q1 List the various types of loss of prestress in pre-tensioned and post-tensioned

members.

CO417.5

Q2 How to calculate the losses of prestress due to above all causes.

Q3 A post tensioned beam of rectangular cross section, 150mm wide and 300mm

deep, is prestressed by eight 7mm wires located 100mm from soffit of the

beam. If the wires are initially tensioned to a stress of 1100 N/sqmm. Calculate

their stress at transfer and the effective stress after all losses. Given the

following data.

Up to time of

transfer

Total

Relaxation of steel 35 N/mm2

70 N/mm2

Shrinkage of concrete 100 x 10-6

300x10-6

Creep coefficient --- 1.60

Es= 210 KN/ mm2

Ec=31.5 KN/ mm2

Q4 A prestressed concrete beam, 200 mm wide and 300 mm deep, is prestressed

with wiers (area = 320 mm2) located at a constant eccentricity of 500 mm and

carrying an initial stress of 1000 N/mm2. The span of the beam is 10 m.

Calculate the percentage loss of stress in wires if (a) the beam is pre-tensioned,

and (b) the beam is post-tensioned, using the following data:

Es = 210kN/mm2andEc = 35kN/mm

2

Relaxation of steel stress = 5 percent of initial stress.

Slip at anchorage = 1 mm

Shrinkage of concrete = 300 x106 for prestensioning and 200 x10

6 for

posttensioning.

Assume any other missing data.

Department of

Civil Engineering

12


6 Introduction to prestressed concrete 08

Lesson schedule

Class

No.


1 Basic assumptions, Analysis of prestress for concentric and eccentric tendon.

2 Resultant stresses at a section, examples

3 Resultant stresses at section for Rectangular and I beams

4 Pressure line or thrust line and internal resisting couple

5 Problems on calculation of resultant stresses and location of trust line

6 Load Balancing concept withy examples

7 Design criteria by IS 1343

8 Designing the rectangular section

9 Problems on designing of rectangular beam section

10 Design of pre-tensioned and Post- tensioned beam, dimensioning of section

Review Questions

Q1 Distinguish between concentric and eccentric tendons indicating their practical

applications.

CO417.6

Q2 What is ‘pressure line’? explain significance with sketch.

Q3 Explain concept of internal resisting couple in prestressed concrete beam

supporting dead and live load.

Q4 Explain the difference between load carrying mechanism of reinforced and

prestressed concrete beam with sketch.

Q5 Explain the load balancing concept.

Q6 A Prestressed concrete beam 200x300mm deep is used over an effective span

6m to support an imposed load of kN/m the density of concrete is 24 kN/cum.

At the quarter span section of beam find the magnitude of

i) The concentric prestressing force necessary for zero fibre stress

at the soffit when the beam is fully loaded

ii) The eccentric pretressing force located 100mm from the bottom

of the beam which would nullify the bottom fibre stress due to

Department of

Civil Engineering

13

loading.

Q7 A concrete beam of symmetrical I section spanning 8m has flange width and

thickNess of 200mm and 60mm. The overall depth of the beam is 400mm and

thickNess of web 80mm. The beam is prestressed by parabolic cable with an

eccentricity 15mm at the centre and zero at the supports with an effective force

of 100kN. The live load on the beam is 2kN/m. Draw the stress distribution

diagram at the central section for a) prestress + self weight , b) prestress +

self wt. + Live load

Q8 A simply supported prestressed concrete beam spanning over 10 m is of

rectangular section 500 mm wide by 750 mm deep. The beam is prestressed by

a parabolic cable having an eccentricity of 200 mm at the centre of the span

and zero at the end supports. The effective force in the cable is 1600 kN. If the

beam supports a total uniformly distributed load, of 40 kN/m, which includes

the self weight, (a) Evaluate the extreme fibre stresses at the mid-span section

using the internal resisting couple method, and

(b) Calculate the force required in the cable having the same eccentricity to

balance a total load of 50 kN/m on the beam.

Q9 Design a pretensioned beam for following data

a) Simply supported effective span=6.0m

b) fck= 50 N/mm2

c) concrete cube strength at transfer = 30 N/mm2

d) Tensile strength ft=1.7 N/mm2

e) Loss ratio = 0.80

Permissible stresses

f) At transfer compressive stress, fci=15 N/mm2

g) At Transfer tensile stress, ftt = 1 N/mm2

h) At working compressive stress fcw=17 N/mm2

i) At working tensile stress ftw=0.0 N/mm2

j) Tensile strength of steel, fpn = 1600 N/mm2

Q10 Design prestressed concrete beam for following requirement

a) Span = 15.0m

b) Superimpose load=34KN/mm2

c) Cube strength of concrete at 28 days=35N/mm2

d) Safe stresses in concrete due to final prestress = 0.4 fck

e) Total loss of prestress = 20%

f) Allowable tinsile stress in concrete =0.129√fck

g) Ultimate stress in steel =1500 N/mm2

h) Safe stress in steel = 60% of ultimate stress

Q11 Describe in brief the terms a) End block b) Anchorage Zone C)Bursting

Tension

Q12 Sketch the typical tensile stress distribution in an end block of a post tensioned

beam with a single anchorage.

Department of

Civil Engineering

14

Model Question Paper

Course Title : Design of Concrete Structure II

Duration-3 Hrs. Max. Marks: 100

Instructions:

1 Answer any three equations from section I and three from section II

2 Missing data may be assumed with proper justification.

3 Use of IS 456 & IS1343 permitted during exam.

Section-I

Section-II

5 a) Explain in details the three concepts in analysis of prestresses concrete. 06

1 a) When and how we include Torsion in design of beams? 06

b) Design a RCC beam 300mm wide and 600mm overall depth for factored

bending Moment of 70 kN-m , Factored Torsional moment 40 KN-m and

Factored shear force of 56 kN. Use M20 Concrete and Fe 415 steel

10

2 A Three span beam ABCD is freely supported at A&D. The beam carries an

superimposed load of 25 kN/m excluding its self weight. Design critical

section of beam AB,BC,CD Using IS code Coeff. Method. Span

AB=BC=CD=6m, Grade of concrete M20, and Steel Fe415.

17

3 a) Derive Expression for position of Neutral axis and Moment of Resistance of

a doubly reinforced beam section.

05

b) A rectangular section of a simply supported RC beam of effective span of 6m

having overall dimensions 230x450 consists of 2 bars of 16mm at top and 4

bars of 16mm at bottom. Determine the safe load it can carry if the concrete

used is of grade M20 and the reinforcement consists of HYSD steel bar with

grade Fe 415. (CO2)

12

4 Design a circular water tank of capacity 50KL resting on ground having a

rigid base to wall connection. The material used in construction is M25 grade

concrete mix and HYSD, Fe 415 steel. The overall height of the tank is

restricted to 2.50 m. The bearing capacity of soil at the site is 200

KN/m2(CO3)

17

Department of

Civil Engineering

15

b) Differentiate between a) pre-tensioning and post-tensioning, b) Internal and

external prestressing.

12

6 a) A concrete beam of symmetrical I section spanning 8m has flange width and

thickNess of 200mm and 60mm. The overall depth of the beam is 400mm and

thickNess of web 80mm. The beam is prestressed by parabolic cable with an

eccentricity 15mm at the centre and zero at the supports with an effective force

of 100KN. The live load on the beam is 2KN/m. Draw the stress distribution

diagram at the central section for a) prestress + self weight , b) prestress + self

wt. + Live load.

04

7 a) What are the causes of losses in prestressing?. 05

b) A prestressed concrete beam, 200 mm wide and 300 mm deep, is prestressed

with wiers (area = 320 mm2) located at a constant eccentricity of 500 mm and

carrying an initial stress of 1000 N/mm2. The span of the beam is 10 m.

Calculate the percentage loss of stress in wires if (a) the beam is pre-tensioned,

and (b) the beam is post-tensioned, using the following data:

Es = 210kN/mm2andEc = 35kN/mm

2

Relaxation of steel stress = 5 percent of initial stress.

Slip at anchorage = 1 mm

Shrinkage of concrete=300 x106 for pre-tensioning and 200 x10

6 for post-

tensioning.

Assume any other missing data.

12

8 Design prestressed concrete beam for following requirement

a) Span = 12.0m

b) Superimpose load=30kN/mm2

c) Cube strength of concrete at 28 days=35N/mm2

d) Safe stresses in concrete due to final prestress = 0.4 fck

e) Total loss of prestress = 20%

f) Allowable tinsile stress in concrete =0.129√fck

g) Ultimate stress in steel =1600 N/mm2

h) Safe stress in steel = 60% of ultimate stress

17

Practical/ Assignments:

List of experiments/assignments to meet the requirements of the syllabus

Assignment no. Assignment Title

1 Limit State of Collapse (Torsion)

2 Limit state Design of two span continuous beams

3 Design of water tank

4 Analysis of prestress concrete

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16

5 Losses of prestress

6 Design of prestress concrete

All Batches Minimum one assignment on each unit

Department of

Civil Engineering

17

Course plan for Water Resources Engineering. II

Course Code CE 418 Course Structural Mechanics II

Prepared by Mr. S. R. KADAM / Mr

N.U.Bavane

Semester AY 2017-18, Sem II

Pre-requisites This course requires the student to know about the basic concepts regarding

various dams, their site selection, design of various dams, spillways, river

training works and hydroelectric power generation.

Course Outcomes


CO418.1 Explain2 the basics regarding site selection criteria for reservoir as well as dams.

Design earth dam by slip circle method, to study various failures and seepage

control of earth

CO418.2 Demonstrate3 the various forces acting on gravity dam with magnitude and

direction, stability calculations regarding gravity dam.

CO418.3 Discuss2 various types of spillways and spillway gates, methods of dissipation of

energy.

CO418.4 Discuss2 diversion headwork and Bligh’s & Khosla’s seepage theories

CO418.5 Explain4 typical canal sections, Kennedy & Lacey’s silt theories, and various

cross drainage works.

CO418.6 Discuss2

meandering phenomenon, types of river training work and its design,

Hydro power generation process and layout of it with its components


POs

COs


CO418.1 3 2

CO418.2 3 3 2 2

CO418.3 3 2 2

CO418.4 3 2

CO418.5 3 2

CO418.6 3 1

Department of

Civil Engineering

18


correlation

Course Contents

Unit

No. Title

No. of

Hours

Section I

1. Planning of Reservoirs: Storage Calculations, Control levels, silting of

reservoirs, Losses in reservoirs

Dams: Introduction, necessity, types of dams, selection of site for dams,

selection of type of dam. Introduction to Instrumentation in dams

Earth dam:

Components and their functions check list for design control of seepage

through earth dam and foundation stability of slopes, slip circle methods,

filters in earth dam and their design, drainage of earth dam, construction of

earth dam.

08

2. Gravity Dams:

Forces acting on dam, design criteria, theoretical and practical profile, high

and low dam, stability calculations, methods of construction, galleries and

joints in dams. Arch dams – types, layouts of constant angle and constant

radius arch dams

07

3. Spillway:

Necessity and function components of spillway, different types, factors

affecting choice of type of spillway. Elementary hydraulic design, types of

energy dissipation arrangements, gates for spillway. Outlets in Dams: Outlets

through concrete and earth dams, different types, determination of important

control levels, choice of type of energy dissipation in outlets transition.

05

Section II

4. Diversion Head Works:

Introduction, types, component parts, Causes of failure and remedies

Introduction to Theory of seepage - Bligh's creep theory, exit gradient,

Khosla's theory,

05

5. Canals: Types, alignment, Kennedy’s and Lacey’s silt theories, typical

sections of canals, balancing depth, canal lining - purpose, types, selection and

economics.

C.D. Works: Necessity, aqueduct, culvert, super passage, level crossing,

Canal Regulatory Works: head regulator, cross regulator, canal siphon, canal

fall, canal escape, standing wave flume

05

6. River Engineering: Classification and types of rivers, meandering

phenomenon, River training works, Classification, Types, Design 04

Department of

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19

considerations for Guide banks and Groynes, River navigation. Interlinking of

rivers, National perspective plan, Himalayan and peninsular river component

Elements of hydro-power: Water power, importance, types of water power

plan layout and components of each type. Intakes, conveyance system, surge

tanks, Power house types, Components and layout, Tail race.

Reference books:

Sr.

No.


covered

1. Irrigation Engg. S. K. Garg.

P.N.Modi

Khanna

publications

ALL

2. Irrigation and water resource

engineering

B.C. Punmia, Jain Khanna

publications

ALL

3. Irrigation and water resource

engineering

K. R. Arora Standard

publications

ALL

Evaluation scheme:

Examination

Scheme


Max. Marks 100 25 25 150

Contact

Hours/ week

3 2 -- 5

Scheme of Marks


I

1 Unit 1 Introduction to dams, Earthen dams 18

2 Unit 2 Gravity dams 16

3 Unit 3 Spillway, Outlets in Dams 16

II 4 Unit 4 Diversion head works 18

Department of

Civil Engineering

20

5 Unit 5 Canals, CD works, Canal Regulatory Works 16

6 Unit 6 River engineering, River training works, Elements of

hydropower

16

Course Unitization



CO418.2


CO418.4


CO418.6


Section I


1 Planning of reservoir 08

Lesson schedule

Class

No.


1 Storage reservoir & its types, Storage zones. Reservoir Sedimentation & It’s control

measures.

2 Area Elevation curve, Elevation Capacity curve & reservoir losses.

3 Site selection criteria for a dam & a new reservoir

4 Site selection criteria for type of dam & Instrumentation of dam

5 Earth dam, types of earthen dam, Slip circle method.

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6 Failures in Earthen dam.

7 Seepage control in earthen dam or drainage systems in earthen dam.

8 Construction of earthen dam.

Review Questions

Q1 Explain control levels or storage zones of reservoir with neat sketch.

CO418.1

Q2 What are the different types of reservoir? Explain each.

Q3 What is Reservoir Sedimentation?

Q4 Describe various methods of controlling sedimentation of reservoir.

Q5 Explain how the area elevation curve & elevation capacity curve are prepared.

Q6 Explain the points which will consider while selecting site for new reservoir.

Q7 What are the different losses of reservoir?

Q8 What are the different factors affecting for selection of type of dam?

Q9 Explain briefly how will you determine long term storage requirement using mass

curve. Assume rate of demand is constant

Q10 Explain mass inflow curve & mass demand curve

Q11 What is instrumentation of dam? Why it is required?

Q12 Describe in brief various investigations required for reservoir planning.


2 GRAVITY DAM 07

Lesson schedule

Class

No.


1 Gravity dam, forces acting on gravity dam with their magnitude and direction.

Department of

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22

2 High & low gravity dam, its design criteria, theoretical profile & practical profile of

gravity

Dam.

3 Modes of failure of gravity dam , stability analysis

4 Construction of gravity dam & methods adopted for control of temp. in construction.

5 Galleries and joints in gravity dam

6 Arch dam – introduction & types

7 Dams instrumentation

Review Questions

Q1 What are the various forces acting on gravity dam? Explain each with their 23

magnitude and direction

CO418.2

Q2 High & low gravity dam, its design criteria, theoretical profile & practical

profile of gravity dam.

Q3 Discuss the modes of failure of solid gravity dam.

Q4 State & explain theoretical profile & practical profile of gravity dam.

Q5 Write an explanatory note on galleries in gravity dam and give function of

them.

Q6 Discuss methods adopted for control of temperature in gravity concrete dam.

Q7 What are different joints required for gravity dam?

Q8 Discuss thin cylinder theory for design of Arch dam & give its limitations.

Q9 Define Arch dam. Sketch the layouts of types of Arch dam.

Q10 Write note on instrumentation of Gravity dam.

Q11 Determine forces due to self weight, water pressure& uplift pressure on the non

overflowing dam for following given data:

Specific weight of concrete = 24 kN/m3

Total depth of water = 53 m

On u/s face, bottom 20m has slope of 1V to 1H

Freeboard =3m,Top Width = 7m

d/s slope 1V to 0.75H starts at 14 m from top of the dam. Draw the section.

Q12 Following data were obtained from the stability analysis of a concrete gravity

dam.

Total resisting moment about toe =14.715 x 105 kN/m

Total overturning moment about toe =9.81 x 105 kN/m

Total vertical force about base =49.05 x 103 kN

Department of

Civil Engineering

23

Base width of the dam =50 m

Slope of d/s face of dam = 0.7:1

Calculate the maximum and minimum vertical stress to which the foundation

will

be subjected to. Also calculate maximum principal stress &shear stress

developed

at toe. Assume there is no tail water. .


3 Spillway 5

Lesson schedule

Class

No.


1 Components of spillway, types of spillways.

2 types of spillways

3 Spillway gates.

4 Energy dissipater, Stilling basin, its components.

5 Types of stilling basin, Outlet through concrete and earthen dam, trash rack

Review Questions

Q1 State & explain spillway & its components.

CO418.3

Q2 What are the different types of spillways? Explain each with neat sketches.

Q3 Write note on trash rack.

Q4 What is stilling basin? Explain its components with their functions.

Q5 What are different types of spillway gates? Explain each in detail.

Q6 Discuss the various design consideration of ogee spillway.

Q7 What is energy dissipation? What are the various energy dissipater used ?

Q8 Sketch the typical layout of outlet through earthen dam & gravity dam.

SECTION II

Department of

Civil Engineering

24


4 Diversion headwork 5

Lesson schedule

Class

No.


1 Diversion headwork , components of diversion of headwork.

2 Bligh’s theory for weir design on permeable foundation.

3 Khosla’s seepage theory.

4 Silt excluder, silt extractor, Exit gradient, critical exit gradient

5 Diversion headwork , components of diversion of headwork.

Review Questions

Q1 What is the exit gradient & critical exit gradient

CO418.4

Q2 Write Bligh’s theory of seepage flow with safety against piping & safety

against

uplift pressure

Q3 Write note on :-1) Silt excluder

2) Silt extractor.

3)Fish ladder

4) Divide wall

Q4 Write the khosla’s for weir design on permeable foundation

Q5 What are the main causes of failure of weirs on permeable foundation?

Discuss.


5 Canal and cross drainage work 5

Lesson schedule

Class

No.


1 Canal alignment, typical c/s of canal, canal lining. Kennedy’s & Lacey’s silt theories.

Department of

Civil Engineering

25

2 Types of canal lining & purpose of lining

3 C.D. Works, its necessity, aqueduct, siphon aqueduct.

4 Super passage, level crossing, Head regulator & cross regulator.

5 Canal siphon, canal escape, canal fall.

Review Questions

Q1 Describe different types of lining done on channels. What are the factors that

in

fluences the choice of particular type of lining?

CO418.5

Q2 Enlist different types of canal & explain each.

Q3 Draw a typical canal c/s which is partly in cutting and partly in filling &

discuss

briefly its components.

Q4 What is mean by regime channel? Compare briefly kennedy & lacey’s silt

theories.

Q5 Discuss the silt theory by Kennedy for regime channel.

Q6 Discuss the silt theory by Lacey’s for regime channel.

Q7 Explain briefly the necessity of lining & also justify economic of canal lining.

Q8 Discuss various types of C.D. works used in canal system. What

considerations

govern the selection of different types of C.D. works? Illustrate by drawing

neat

sketch of each structure.

Q9 Write note on canal fall


6 River engineering and hydro power elements 4

Lesson schedule

Class

No.


1 Classification & meandering phenomenon of river, Types of river training works,

Interlinking

Department of

Civil Engineering

26

of river.

2 Methods of river training works, Design consideration of groynes & guide banks

3 Importance of hydro power, types of hydro power plant, Layout & component of Hydro

power

plant with their functions.

4 Intake, conveyance system & surge tank, types of surge tank, Powerhouse, tail race.

Review Questions

Q1 Write note on types of river & their characteristics.

CO418.6

Q2 What are the classifications of river training work?

Q3 What are the methods of river training work? Explain each with neat sketches.

Q4 What are the purposes of river training?

Q5 What is meandering of river? Explain its causes & effects.

Q6 Write design criteria for guide bank?

Q7 Write note on Interlinking of river.

Q8 Write various meander parameters.

Q9 Discuss the importance of Hydro power in scenario of Indian power

requirement.


Course Title : WATER RESOURCE ENGG. II


Instructions:

1 Attempt any three questions from each section

2 Figures to the right indicate full marks.

3 Wherever required neat sketches shall be drawn.

Section-I

Department of

Civil Engineering

27

Section-II

4 a) What is barrage? How it differs from a weir? Describe with neat sketches

types of weirs.

08

b) Determine maximum &vertical stresses to which foundation of dam will

subjected to following data.

Total overturning moment @toe = 1.2 x 106 KN-m

Total resisting moment @toe = 2.5 x 106 KN-m

Total vertical forces @ base = 6 x 104 KN

Base width = 55 m

Slope @ d/s face = 0.8 : 1

Also calculate the principal stresses @ toe , neglect tail water.

08

5 a) What is mean by regime channel? Compare briefly kennedy & lacey’s silt

theories.

08

b) Classify different types of canals. Describe briefly the various considerations 08

1 a) Discuss with sketch, the different storage zones of reservoir. 04

b) What is stilling basin? Explain its components with their functions 04

c) What is Phreatic line or seepage line? Give its characteristics. 04

d) Write note on instrumentation of Gravity dam. 04

2 a) Define mass inflow curve & mass demand curve. Explain briefly how will

you determine long term storage requirement using mass curve. Assume rate

of demand is constant.

06

b) What are the various forces acting on gravity dam? Explain any three with

their magnitude and direction.

06

c) Give the classification of earthen dam & explain one with neat sketch. 04

3 a) Explain theoretical & practical profile. Design & draw the practical profile

having height of dam = 70 m & specific gravity of material = 2.4

08

b) Write notes on (any two)

1)Multipurpose reservoir projects

2) Galleries in gravity dams

3)Rockfill dam

4)Ogee spillway

10

Department of

Civil Engineering

28

made in the alignment of a canal. Comment on economics of canal lining.

6 a) Describe the functions of guide bank. Further explain design criteria for guide

bank

for length of waterway, length of guide bank, radius of curved heads & cross

section.

08

b) Write note on (any two) :-1) canal fall

2) canal escape

3)canal regulatory work

08

Practical/ Assignments:

List of experiments/assignments to meet the requirements of the syllabus

Assignment no. Assignment Title

1 Determination of height of dam: Determine demand/supply reservoir

calculation and control levels and free board.

2 Earthen dam: Determination of section (drawing of one plate), one slip

circle calculations, types of failure.

3 Gravity dam: Forces acting, modes of failure

4 Design of gravity dam: Elementary and practical profile with stability

calculations and layout of arch dam

5 Design of spillway, geometrical section & energy dissipation arrangement

and gates, outlet through earth and gravity dams

6 Typical section of diversion head works, Blighs and Khoslas theory.

7 Typical sections of canal, Kenedy and Lacy’s theory

8 Types of CD works and canal regulatory works

9 Different types of river training works, interlinking of rivers

10 Typical layout and component parts of Hydropower plant and its

functioning.

All Batches Minimum one assignment on each unit

Department of

Civil Engineering

29

Transportation Engineering- II

Course Code CE419 Course Transportation Engineering II

Prepared by Prof. S. S. Shinde Semester AY 2017-18, Sem II

Prerequisites This course requires the student to know about the basic of civil engineering,

fundamentals of transportation engineering, water resources engineering and

structural engineering.

Course Outcomes


CO419.1 Explain2 concept of town planning and its principles along with contributions of

town planners.

CO419.2 Describe1 how town grows, classification of different types of town growth, traffic

problems, data collection and analysis,

CO419.3 Explain2 development control rules and different town planning works, village

planning and multilevel planning.

CO419.4 Apply3 basics of railway engineering,recognize the components of railway track and

design ofgeometric elements

CO419.5 Illustrate3Signaling and interlocking in railway engineering, construction and

maintenance of railway track and ongoing modern trends in railways. CO419.6 Explain

2 basics of bridge engineering,components, specification of bridge along

with procedure of construction and maintenance work.


POs

Cos

a b c d e f g h I j k l

CO419.1 1 1 1 1 1 1

CO419.2 1 1 1 1 1 1 1

CO419.3 1 1 1 1

CO419.4 2 1 1 2 1 1 1 2

CO419.5 1 2 2 1 1 2

CO419.6 1 2 1 1 1 1 1 2

Course Contents

Unit No. Title No. of Hours

Section I

1 a) Necessity and scope and principles of Town Planning. Present

status of town planning in India.

b) Contribution of town planners in modern era such as Sir Patrick

Geddes. Sir Ebenezer Howard. Clarence stein, Sir Patrick

Abercrombie, Le Corbusier.

05

2 Growth pattern of towns-Natural and Planned ,Elements of town, 08

Department of

Civil Engineering

30

Types of zoning and importance, Urban roads- traffic problem in

cities, various road networks(Grid iron pattern, shoe string

development ,etc.), Surveys of data collection, physical, social,

economic, civic etc. Analysis of data, Town aesthetics, landscape

architecture (Suitability of trees. Treatment of traffic islands, open

spaces, walks ways, public sit-outs, and continuous park system.

Green ways). Rehabilitation of slum and urban renewal.

3 a) Development control rules with respective to town planning.

b) Different town planning works with reference to M.R.T.P. Act.

(Brief idea about various provisions)

c) Land acquisition act – necessity and procedure of acquisition.

d) Village planning- Necessity and principles.

e) Multilevel planning, Decentralization concepts, Rural

developments- Growth centre approach, Area Development

approach, Integrated rural development approach

07

Section II

4 a) Introduction, Permanent Way : Components, coning of wheels

b) Geometric design: Alignment, gradient, horizontal curves, super

elevation, design problems on above.

c) Points & Crossing: Terms used, standard points and crossings,

design of simple turnout various types of track junctions.

d) Stations and yards: purpose, location, site selection, types and

general layouts of terminus, Junction.

06

5 a) Signalling and interlocking—Introduction, Construction and

maintenance of railway track: methods, material required per KM of

track, tools and plant used for plate laying, maintenance of Track,

Modern trends in railways. safety in railways

05

6 a) Classification of bridges, selection of site, Bridge Hydrology:

determination of design discharge, linear water way, economical

span, location of piers and abutments, afflux, scour depth, design

problems on above topics.

b) Standard specification for bridges: - IRC loads, Railway bridge

loading, forces acting on super structure. Design considerations,

aesthetics of bridge design.

c) Types of bridge foundations, Bridge piers, Abutments, Wing

walls, bearings.Construction and maintenance of bridges--

Introduction; Recent trends in bridges.

09

Reference Books:

Sr. No. Title of Book Author Publisher/Edition Topics

01 Town and country Planning G.K. Hiraskar&

K. G. Hiraskar

DhanpatRai

Publication (p) Ltd

1,2,3

02 Town and country Planning N.K. Gandhi - 1,2

03 Town Planning .C.Rangawala TMGH 1,2,3

Department of

Civil Engineering

31

04 1. MRTP Act 1966

2. Land Acquisition Act

– 1894

3

05 Bridge Engineering S.P. Bindra 6

06 Bridge Engineering Ponnuswamy S Tata Mcgraw Hill

Publications

6

07 Bridge Engineering John Victor 6

08 Railway Engineering K. F. Antia 4,5

09 A Course in Railway

Engineering

Saxena and

Arora

Saxena and Arora 4,5

Evaluation scheme

Examination

Scheme

Theory Term Work POE Total

Max. Marks 100 - --- 100

Contact

Hours/ week

3 - -- 3

Scheme of Marks


I

1

Town Planning

A) Necessity and scope and principles

B) Contribution

16

2

Town Planning

A) Growth pattern of towns

B) Layout

17

3 Town planning rules and Acts 17

II

4 Railway Engineering, Introduction, various

component of railway 17

5

Railway Engineering

A) Signalling and interlocking

B) Modern trends in railways

17

6 Bridge Engineering 16

Course Unitization



Department of

Civil Engineering

32

CO419.2


CO419.4


CO419.6


Section I

Unit

No

01 Unit Title Introduction of town planning. Planned

Hrs.

5

Lesson schedule

Class

No.


1 Introduction:Necessity and scope and principles of Town Planning

2 Present status of town planning in India.

3 Contribution of town planners in modern era such as Sir Patrick Geddes.

4 Contribution of town planners in modern era such as Sir Ebenezer Howard. Clarence

stein

5 Contribution of town planners in modern era such as Sir Patrick Abercrombie, Le

Corbusier

Review Questions

Q1 Write principal of town planning and scope of it? CO419.1

Q2 Explain importance of Town planning? CO419.1

Q3 Explain Contribution of different planners in town planner. CO419.1

Q4 Briefly explain[2]

the surveys of data collection required for town

planning

CO419.1

Q5 Write down Contribution of town planners in modern era. CO419.1


02 Design of Town 08

Lesson schedule

Class

No.


6 Growth pattern of towns-Natural and Planned

7 Elements of town, Types of zoning and importance,

8 Urban roads- traffic problem in cities, various road networks (Grid iron pattern, shoe

string development, etc.),

9 Surveys of data collection, physical, social, economic, civic etc.

Department of

Civil Engineering

33

10 Analysis of data, Town aesthetics, landscape architecture

11 Treatment of traffic islands, open spaces, walks ways, public sit-outs.

12 Continuous park system. Green ways) Layout of residential units.

13 Neighborhood unit planning. Rehabilitation of slum and urban renewal.

Review Questions

Q1 Explain different growth patterns of town. CO419.2

Q2 Enlist urban traffic and town problems. CO419.2

Q3 Enlist and explain the surveys for data collection of town planning CO419.2

Q4 State different lay outs of residential areas CO419.2

Q5 Write a note on Rehabilitation of slums CO419.2


03 Town planning rules and Acts 7

Lesson schedule

Class

No.


14 Development control rules with respective to town planning.

15 Different town planning works with reference to M.R.T.P. Act. (Brief idea about various

provisions)

16 Land acquisition act – necessity and procedure of acquisition.

17 Village planning- Necessity and principles.

18 Multilevel planning, Decentralization concepts,

19 Rural developments- Growth centre approach.

20 Area Development approach, Integrated rural development approach

Review Questions

Q1 Explain Land acquisition act. CO419.3

Q2 Explain Different town planning works with reference to M.R.T.P.

Act.

CO419.3

Q3 Explain Multilevel planning of town CO419.3

Q4 Explain different town planning works carried out in town. CO419.3

Q5 Explain multilevel planning CO419.3

Q6 Describe [1]

your ideas in detail for planning a village to be ideal. CO419.3


04 Railway Engineering 6

Department of

Civil Engineering

34

Lesson schedule

Class

No.


21 Introduction, Permanent Way : Components, coning of wheels

22 Geometric design: Alignment, gradient, horizontal curves, super elevation, design

problems on above.

23 Points & Crossing: Terms used, standard points and crossings,

24 Design of simple turnout, various types of track junctions.

25 Stations and yards: purpose, location, site selection,

26 Types and general layouts of terminus, Junction

Review Questions

Q1 What2 is permanent way? Draw a neat sketch and explain in brief the

basic functions of its components.

CO419.4

Q2 Write a note on geometry design of railway. CO419.4

Q3 Explain the concept of coning of wheels CO419.4

Q4 Explain geometric design of yards. CO419.4

Q5 Explain the functions and also types of

i) Sleepers ii) Rails iii) Joints

CO419.4

Q6 Calculate all necessary elements required to set out a 1 in 8.5 turnout,

taking off from a straight BG track with its curve starting from the toe

of the switch, the heel divergence is 11.4c.

CO419.4

Q7 If a 8 curve track diverges from a main curve of 5 in an opposite

direction in layout of broad gauge, calculate [3]

the superelevation and

speed on the branch line if max speed permitted in the main line is

45kmph.

CO419.4

Q8 Find5 out the quantities of materials required per km of railway track. CO419.4


05

Railway Engineering

A) Signalling and interlocking

B) Modern trends in railways

5

Lesson schedule

Class

No.


27 Signalling and interlocking—Introduction

28 Construction and maintenance of railway track:methods, material required per KM of

track

Department of

Civil Engineering

35

29 Tools and plant used for plate laying,maintenance of Track,

30 Modern trends in railways

31 Safety in railways

Review Questions

Q1 Explain components of pavements. CO419.5

Q2 Explain Geometry of railway. CO419.5

Q3 Explain signaling system. CO419.5

Q4 Explain components of pavements. CO419.5

Q5 Explain Geometry of railway. CO419.5

Q6 Describe2 three stages of construction of railway track.

Q7 Classify2 railway signals in detail and state where detonating signals

are used.

Q8 Explain2 the necessity of maintaining of railway track. List various

items of maintenance


06 Bridge Engineering 9

Lesson schedule

Class

No.


32 Introduction, classification of bridges, selection of site.

33 Bridge Hydrology: determination of design discharge.linear water way, economical span,

location of piers and abutments.

34 Afflux, scour depth, design problems on above topics.

35 Standard specification for bridges: - IRC loads. Railway bridge loading.

36 Forces acting on super structure.

37 Design considerations, aesthetics of bridge design

38 Types of bridge foundations, Bridge piers, Abutments, Wing walls, bearings.

39 Construction and maintenance of bridges-Introduction

40 Recent trends in bridges.

Review Questions

Q1 Write note on bridge loading. CO419.6

Q2 What are the aspects to be studied while aligning a bridge? Describe in

detail.

CO419.6

Q3 Explain [2]

how bridges are classified on different criteria? CO419.6

Q4 Explain the factors affecting site selection of bridge. CO419.6

Department of

Civil Engineering

36

Q5 Write note on location of piers and abutments. CO419.6

Q6 Describe in detail how maximum flood discharge is calculated for

bridge design.

CO419.6

Q7 Define economic span and waterway with reference to bridge. Explain

their significance in bridge design

CO419.6

Q8 Define bearing of a bridge. Explain its purpose and enlist its different

types

CO419.6


Course Title :Transportation Engineering II

Time: 3 Hrs. Marks: 100

Instructions:

1. Answer any Three question from each section.

2. Figure to the right indicate full marks.

3. Assume suitable data wherever necessary

4. Draw neat sketches wherever necessary.

Section-I Marks

Q 1 Answer any TWO

a Explain the contribution of various town planners in detail.(April-2016)

05

b It is proposed to prepare a development plan of a city, describe in detail the

procedure to be followed to prepare it 05

c Explain in brief the important features to be considered in the selection of site

for ideal town with brief explanation. ( May-2014) 07

Q 2 Answer any TWO

s

s

a Explain necessity scope and principle of town planning.(April-2016) 08

b Describe the landscape treatment is necessary in town planning? How do you

provide it? 09

Q 3 Write a note on :- (any four)

a i) Contribution of worldwide town planners in town planning.

ii) Zoning

iii) Garden city

iv) Principals and Necessity of town planning

v) Stages in growth of town. (April-2016)

16

Q 4

a Describe your ideas in detail for planning a village to be idea. (May-2015)

b Explain the importance of land acquisition Act in town planning and its silent features.

Section-II Marks

Q 5 Answer the following

a What is gauge? Explain factors governing selection of gauge for railway. 06

b Explain sleeper density? State the advantages of concrete sleepers. 06

c Explain points and crossing. (April-2016) 05

Department of

Civil Engineering

37


a Give classification of signals in detail with sketch 08

b State the necessity of track maintenance. Differentiate between daily

maintenance and periodic maintenance.

08


a Differentiate the following

1. Economic span and total span

2. Culvert and causeway

3. Afflux and scour ( May-2014)

09

b Explain briefly the several forces to be considered in design of bridge bringing

out their relative importance.

08


a Enlist the different types of bridge foundation. Describe any two of them in

detail. (May-2014) 06

b Draw detailed sectional plan elevation of a bridge showing all its components

and state the functions of each component. (April-2016)

06

c Explain “ Bridge Bearing” with its types. (May-2013) 04

Department of

Civil Engineering

38

ADVANCED CONCRETE DESIGN

Course Code CE 420 Course Advanced Concrete Design

(Elective –II)

Prepared by Mr. V.G. Khurd Date 15th

Nov. 2017

Prerequisites This course requires the student to know about the basic concepts of Structural

Analysis, fundamentals of reinforce concrete design, use of IS 456: 2000, IS

4998:1998 - Criteria for design of reinforced concrete chimneys, IS 3370:

1991(Part 1) Code of Practice for concrete structures for the storage of liquids.

Course Outcomes


CO420.1 Explain2 structural systems for large span concrete roofs and design flat slab

as per IS 456 – 2000

CO420.2 Analyze4 and design

5 deep beams.

CO420.3 Analyze4stresses in concrete chimney and design the chimney.

CO420.4 Analyze4 and design

5 overhead water tank by is 3370

CO420.5 Analyze4and design

5 cantilever and counter fort retaining wall.

CO420.6 Describe1 yield line theory and analyze

4 rectangular and circular slab by yield

line theory


POs

Cos a b c d e f g h i j k l

CO420.1 2 1 3

CO420.2 2 1 3

CO420.3 2 1 3

CO420.4 2 1

CO420.5 2 1

CO420.6 2 1

Course Contents


Section I

1. Large span concrete roofs – Classification- Behavior of Flat slabs-

Direct design and equivalent frame method- Codal provisions

06

2. Analysis of deep beams- Design as per IS 456-2000 06

3. Analysis of stresses in concrete chimneys- un-cracked and cracked

sections- Codal provisions- Design of chimney

08

Department of

Civil Engineering

39


Section II

4. Overhead water tanks- rectangular and circular with flat bottom

spherical and conical tank roofs- staging- Design based on IS 3370

08

5. Analysis and Design of cantilever and counter fort retaining walls

with horizontal and inclined surcharge

06

6. Yield line analysis of slabs- virtual work and equilibrium method of

analysis- simply supported rectangular slabs with corners held down-

uniform and concentrated loads- design of simply supported

rectangular and circular slabs

06

Reference Books:

Sr.

No.


1 Reinforced Concrete

Structural Elements Purushothaman. P Tata McGraw Hill 1, 2, 4, 5


Chimneys Taylor C Pere -- 3


Design Ashok K Jain

Nem Chand Bros.

Roorkee 1, 2, 4, 5

4 Yield Line Analysis of

Slabs

Jones L L, Thomas

and Hudson -- 6

Evaluation scheme

Examination

Scheme Theory

Term

Work POE Total

Max. Marks 100 00 00 100

Contact

Hours/ week 3 -- -- 3

Scheme of Marks


I 1 Large span concrete roofs 25

2 Analysis of deep beams 25

3 Analysis of stresses in concrete chimneys 25

II 4 Overhead water tanks 25

5 RCC retaining walls 25

6 Yield line analysis of slabs 25

Department of

Civil Engineering

40

Course Unitization

Section

Unit Course

Outcomes No. of Questions in

No. Title CAT-I CAT-II CAT-III

I 1 Large span

concrete roofs CO420.1 01

2 Analysis of deep

beams CO420.2 01

3 Analysis of

stresses in

concrete chimneys CO420.3

--

---

01

II 4 Overhead water

tanks CO420.4 01

5 RCC retaining

walls CO420.5 --

01

6 Yield line analysis

of slabs CO420.6 --

01


Section I


01 Large span concrete roofs 06

Lesson schedule

Class

No.


1 Classification and Behaviour of Flat slabs.

2 Direct design and equivalent frame method of Flat Slab.

3 IS 456 – 2000 Codal provisions of design of Flat Slab

4 Design Example No. 01 (Interior Panel) by direct design method

5 Design Example No. 01 (Interior Panel)by direct design method

6 Design Example No. 02 (Exterior Panel)by direct design method

Review Questions

Q1 Design the typical interior panel of a flat slab floor of size 5 m x 5 m

with suitable drop to support a live load of 4 kN/m2. The floor is

CO420.1

Department of

Civil Engineering

41

supported by columns of size 450 mm x 450 mm. Use M20 concrete

and Fe 415 steel. Sketch the reinforcement details by showing cross

sections

(i) at column strip

(ii) at middle strip.

Q2 Design the interior panel of a flat slab of size 6 m x 6 m with suitable

drop to support a live load of 5 kN/m2. The floor system is supported

by columns of size 500 mm x 500 mm. Floor to floor distance is 3.6 m.

Use M20 concrete and Fe 415 steel.

CO420.1

Q3 For the flat slab system of size 6 m x 6 m provide suitable drop and fix

up overall dimensions. The floor system is supported by columns of

size 500 mm x 500 mm, the floor height being 3.6 m. Calculate the

design moments at various strips in the interior and exterior panels.

Give the plan of the floor system showing these design moments.

CO420.1


02 Analysis of deep beams 06

Lesson schedule

Class

No.


1 Analysis of deep beams and Design as per IS 456-2000

2 Design Example No. 01 (Simply Supported Beam)

3 Design Example No. 01 (Simply Supported Beam) Continue ……

4 Design Example No. 02 (Continuous Supported Beam)

5 Design Example No. 02 (Continuous Supported Beam) Continue ……

6 Design Example No. 03 (Continuous Supported Beam)

Review Questions

Q1 A beam 3500 mm deep and 250 mm wide continuous over three spans,

as shown in fig carries uniformly distributed service load 160 kN/m.

Design a beam using M20 grade concrete and Fe415 steel

CO420.2

Q2 A 230 mm thick reinforced concrete vertical wall of height 3.3 m is

supported over 460 mm wide piers having clear spacing of 5.0 m. The

wall carries service superimposed load 190 kN/m. Design the panel as a

deep beam considering it to be a (i) simply supported and (ii)

continuous over several supports. The materials of construction are

M20 grade and HYSD steel of grade Fe415.

CO420.2

Q3 Determine the reinforcement for the wall beam of an elevated circular CO420.2

Department of

Civil Engineering

42

silo with beam supported over 300 mm square columns spaced 5.5 m

c/c. The overall depth, thickness and total load per span are 4.0 m, 300

mm and 1325kN, respectively. The materials of construction are M25

grade and HYSD steel of grade Fe415.

Unit No 03 Unit Title Analysis of stresses in concrete

chimneys

Planned

Hrs.

08

Lesson schedule

Class

No.


1 Analysis of stresses in concrete chimneys due to temperature for uncracked and

cracked sections

2 Analysis of stresses in concrete chimneys due to wind effect for uncracked and

cracked sections

3 Design provision of concrete chimneys as per IS 4998-1998 - Criteria for design of

reinforced concrete chimneys

4 Design Example No. 01

5 Design Example No. 01 Continue ……

6 Design Example No. 02



Review Questions

Q1 Design a chimney of height 60m and check stresses in bars at depth

40m &20m from top. Given

External Diameter – 4.0m

Shell thickness 300 mm

Wind intensity 1.9 kN/m2

Thickness of fire brick lining – 100mm

Air Gap – 100mm

Temperature difference - 80O C

Coefficient thermal expansion – 11 x 10-6

/OC

Es = 2.1 x 105kN/mm

2

Unit weight of brick lined – 20 kN/m3

Use M25 concrete and Fe 415 steel.

CO420.3

Q2 Design a chimney of height 70m and check stresses in bars. Given

External Diameter (i) at top – 4.0m (ii) at Bottom – 4.8m

Internal Diameter (i) at top – 3.8m (ii) at Bottom – 4.4m



CO420.3

Department of

Civil Engineering

43

Air Gap – 100mm



/OC

Es = 2.1 x 105kN/mm

2


Use M30 concrete and Fe 415 steel


04 Overhead water tanks 08

Lesson schedule

Class

No.


1 Behaviour of overhead water tanks with rectangular flat bottom as per IS 3370

2 Behaviour of overhead water tanks with circular flat bottom and spherical roof as per

IS 3370

3 Design Example No. 01 (rectangular flat bottom)

4 Design Example No. 01 (rectangular flat bottom) continue …..

5 Design Example No. 02 (circular flat bottom)

6 Design Example No. 02 (circular flat bottom) continue …..

7 Analysis and Design of staging of overhead water tank.

8 Design Example No. 03 (staging of overhead water tank)

Review Questions

Q1 A rectangular overhead water tank 5m x 6m in plan and 3.5 m high

supported by eight column 5m above ground. Design bottom slab and

wall of tank for M20 concrete and Fe415 steel

CO420.4

Q2 A flat bottom circular elevated water tank with dome roof of diameter

10 m and total height 3.2m. It is supported by a ring beam of diameter

8m. Ring beam is supported eight columns. Use M25 concrete and

Fe415 steel. Design bottom slab, vertical wall of rank and ring beam

CO420.4

Q3 Design a rectangular overhead water tank of capacity 8, 00, 000 liters

capacity supported on symmetrically placed on columns. Use M25

concrete and Fe415 steel. Design the staging for water tank of height

15m. Assume wind pressure of 1.8 kN/m2

CO420.4

Unit No 05 Unit Title RCC retaining walls Planned

Hrs.

06

Department of

Civil Engineering

44

Lesson schedule

Class

No.


1 Analysis and Design of cantilever retaining walls with horizontal and inclined

surcharge.

2 Design Example No. 01 (cantilever retaining wall)

3 Design Example No. 01 (cantilever retaining wall) continue …..

4 Analysis and Design of counter fort retaining walls with horizontal and inclined

surcharge.

5 Design Example No. 02 (counter fort retaining walls)

6 Design Example No. 02 (counter fort retaining walls) continue …..

Review Questions

Q1 Design a reinforced concrete cantilever retaining wall to retain earth

level with the top of the wall to a height of 5.5m above ground level.

The density of soil at site is 17 kN/m3 with safe bearing capacity of 120

kN/m2. Assume the angle of shearing resistance of the soil as 35

O.

Further assume a coefficient friction between soil and concrete as 0.55.

Adopt M20 grade concrete and Fe415 HYSD bars. Assume super

imposed load due to traffic 10 17 kN/m2

CO420.5

Q2 A cantilever type retaining wall is to be designed to support a bank of

earth 4.0 m above ground level on the toe side of the wall. The backfill

surface is inclined at an angle of 15O

with horizontal. Assume that good

soil is available for foundations at a depth of 1.25 m below ground

level with safe bearing capacity of 120kN/m2

and an angle of shearing

resistance of the soil as 30O. Assume coefficient friction between soil

and concrete as 0.50. Adopt M20 grade concrete and Fe415 HYSD

reinforcement. The density of soil at site is 16 kN/m3

CO420.5

Q3 Design a counter-fort type retaining wall to support an earth fill of 7.5

m above ground level. The foundations at a depth of 1. 5 m below

ground level. The safe bearing capacity of 150 kN/m2. Unit weight of

soil at site is 16 kN/m3 and angle of shearing resistance of the soil as

30O. Assume coefficient friction between soil and concrete as 0.55.

Adopt M20 grade concrete and Fe415 HYSD bars. Sketch details of

reinforcement. A parapet wall of 1m height is provided at top.

CO420.5


06 Yield line analysis of slabs 06

Lesson schedule

Department of

Civil Engineering

45

Class

No.


1 Concept of yield line analysis of slabs, yield pattern of different shape and end

condition of slab.

2 Analysis of slab by using Yield line theory based on virtual work principle.

3 Analysis of slab by using Yield line theory based on equilibrium method.

4 Design Examples (virtual work principle)

5 Design Examples (equilibrium method)

6 Design Examples (equilibrium method)

Review Questions

Q1 Prove that in isotropically reinforced slab, slab moment across any

yield line is the same.

CO420.6

Q2 Derive expression relating yield line moment and ultimate load

intensity in the following isotropically reinforced slab

a) Fixed Square Slab. b) Simply Supported Square Slab c) Simply

Supported equilateral triangular slab.

CO420.6

Q3 Distinguished between virtual work method and equilibrium method of

finding of load carrying capacity of slab by yield line theory.

CO420.6

Q4 Design a rectangular slab of size 5m x 6m which is simply supported

along the edges and has to carry a service load of 5 kN/m2 and floor

finish load 1.5 kN/m2. Assumed coefficient of orthotropic =0.75. Use

M25 grade concrete

CO420.6

Q5 Design isotropically reinforced square slab of size 4m to carry a service

load of 6.0 kN/m2. Use M25 grade concrete and Fe500 steel.

CO420.6

Q6 A rectangular slab of size 4 m x 6 m is simply supported all around and

is reinforced with 8 mm bar spaced at 125 mm C/C in short direction

and 8 mm bar spaced at 150 mm C/C in long direction. Determine the

superimposed load that slabs carry safely. Use M20 grade concrete and

Fe415 steel. Overall depth of slab 160mm.

CO420.6


Course Title : ADVANCED CONCRETE DESIGN

Time 3.00 Hrs Max. Marks 100

Instructions:

Solve any two questions from each section

Department of

Civil Engineering

46

Figures to the right indicate full marks

Assume suitable data if necessary.

Section-I

Marks

1 For the flat slab system of size 6 m x 6 m provide suitable drop and

fix up overall dimensions. The floor system is supported by columns

of size 600 mm x 600 mm, the floor height being 4.0 m. Calculate the

design moments at various strips in the interior and exterior panels.

Give the plan of the floor system showing these design moments.

(S.U. Dec2016)

25

2 A beam 3500 mm deep and 250 mm wide continuous over three

spans, as shown in fig carries uniformly distributed service load 180

kN/m. Design a beam using M25 grade concrete and Fe415 steel.

(S.U. May 2015)

25

3 Design a chimney of height 70m and check stresses in bars. Given

External Diameter (i) at top – 4.5m (ii) at Bottom – 5.0m

Internal Diameter (i) at top – 4.3m (ii) at Bottom – 4.3m



Air Gap – 100mm



/OC

Es = 2.0 x 105kN/mm

2


Use M30 concrete and Fe 500 steel. (S.U. Dec 2015)

25

Section-II

4 Design a rectangular overhead water tank of capacity 6, 00, 000 liters

capacity supported on symmetrically placed on columns. Use M30

concrete and Fe415 steel. Design the staging for water tank of height

18 m. Assume wind pressure of 2.20 kN/m2. (S.U. May 2014)

25

5 A cantilever type retaining wall is to be designed to support a bank of

earth 4.5 m above ground level on the toe side of the wall. The

backfill surface is inclined at an angle of 20O

with horizontal. Assume

that good soil is available for foundations at a depth of 1.50 m below

ground level with safe bearing capacity of 150 kN/m2

and an angle of

shearing resistance of the soil as 30O. Assume coefficient friction

between soil and concrete as 0.65. Adopt M25 grade concrete and

Fe415 HYSD reinforcement. The density of soil at site is 18 kN/m3b

(S.U. May 2014)

25

Department of

Civil Engineering

47

6 a Derive expression relating yield line moment and ultimate load

intensity in the following isotropically reinforced fixed square Slab

(S.U. Dec 2014)

10

b A rectangular slab of size 5 m x 6 m is simply supported all around

and is reinforced with 8 mm bar spaced at 100 mm C/C in short

direction and 8 mm bar spaced at 100 mm C/C in long direction.

Determine the superimposed load that slabs carry safely. Use M25

grade concrete and Fe415 steel. Overall depth of slab 160mm.

(S.U. Dec 2013)

15

Department of

Civil Engineering

48

Structural Design of Foundation and Retaining Structures

Course Structural Design of Foundation and

Retaining Structures Course Code CE423

Prepared by Mr. C.S. Patil Date

Prerequisites This course requires the student to know about the basic concepts in

structural mechanics like shear force , bending moment, stress, strain,

Basic properties of concrete and reinforcing bars and concept of

Reinforced cement concrete.

Course Outcomes


CE423.1 design and detailing of combine footing; rectangular, trapezoidal and strap

beam combine footings

CE423.2 design and detailing of pile caps for two, three, four, five and six pile

groups

CE423.3 design and detailing of mat or raft foundation slab type and slab beam type

raft

CE423.4 lateral stability analysis of well foundations and design elements of well

foundations

CE423.5 design and detailing of cantilever type of retaining wall for various types

of backfill conditions

CE423.6 analysis and design break waters and explain methods of construction

break water


POs

COs a b c d e f g h i j k l m n o

CE423.1 - - 3 - - - - - 2 - - - - 3 2

CE423.2 - - 3 - - - - - 2 - - - - 3 2

CE423.3 - - 3 - - - - - 2 - - - - 3 2

CE423.4 - - 3 - 2 - - - 2 - - - - 3 -

CE423.5 - - 3 - - - - - 2 - - - - 3 2

CE423.6 - - 3 - 2 - - - 2 - - - - 3 -

1: Slight (Low) 2: Moderate (Medium) 3: Substantial (High)

Department of

Civil Engineering

49

Course Contents

Unit No. Title No. of

Hours

Section I

1. Combined footings: Introduction, necessity and types of combined

footings, design of slab type and slab-beam type of combined footing

07

2. Pile foundations: Types, design and placement. Design of pile caps for

3, 4 and 6 piles group

05

3. Raft foundation:Introduction, necessity and types of raft or mat

foundation. Analysis and Design of raft foundation

08

Section II

4. Well foundations: Elements, forces acting on well, lateral

stabilityanalysis, problems in sinking of wells and remedial measures

08

5. Retaining Structures: Introduction, Functions and types of retaining

walls.Analysis and design of RCC cantilever type of retaining wall for

various types of backfill conditions

07

6. Break Waters: Design and methods of construction 05

Reference Books:

Sr. No. Title of Book Author Publisher/Edition Topics

1 Foundation

Engineering

HandBook

Winterkorn H.F.

and Fang H.Y

Van Nostand Reinhold

Company, 1975 1, 3.

2 Foundation Analysis

and Design J.E. Bowles

Tata McGraw HillBook

Company 1, 3

3 Pile Foundation

Analysisand Design

Poulos, H.G. and

Davis, E.H. (1980).

John Wiley and Sons, New

York. 2

4 Foundation Design W. C. Teng

Prentice Hall of India Pvt.

Ltd.,New Delhi 1, 2, 3, 4

5 Plain and Reinforced

Concrete

Jain &Jaikrishna,

Vol. I & II Nem Chand Bros. Roorkee 1, 2, 3, 5


Structural Elements Purushothaman. P, Tata McGraw Hill 4, 5

Evaluation scheme

Examination

Scheme Theory Term Work POE Total

Department of

Civil Engineering

50

Max. Marks 100 -- -- 100

Contact

Hours/ week 3 -- -- 3

Scheme of Marks


I 1 Combined footings 25

2 Pile foundations 25

3 Raft foundation 25

II 4 Well foundations 25

5 Retaining Structures 25

6 Break Waters 25

Course Unitization

Section

Unit Course

Outcomes No. of Questions in

No. Title CAT-I CAT-II

I

1 Combined footings 42301 01

2 Pile foundations 42302 01

3 Raft foundation 42303 --

II

5 Well foundations 42304

01

6 Retaining Structures 42305 01

7 Break Waters 42306 --


Section I

Unit

No

01 Unit Title Combined footings Planned

Hrs.

07

Unit Outcomes

At the end of this unit the students should be able to:

U01 design and detailing of combine footing; rectangular, trapezoidal and strap

beam combine footings

CO1

Department of

Civil Engineering

51

Lesson schedule

Class

No.


1 Introduction, necessity and types of combined footings

2 Design and detailing of rectangular combine footing (Slab Type)

3 Design and detailing of rectangular combine footing (Slab Beam Type)

4 Design and detailing of trapezoidal combine footing (Slab Type)

5 Design and detailing of trapezoidal combine footing (Slab Type)

6 Design and detailing of trapezoidal combine footing (Slab Beam Type)

7 Design and detailing of strap beam combine footing

Review Questions

Q1 Design an isolated footing for a circular column, 450 mm diameter

carrying service loads of 1500 . The safe bearing capacity of soil is 300

at a depth of 1 m below the ground level. Use M 20 and Fe 415.

CO1

Q2 Design an isolated footing for a column carrying an ultimate load of 800

and ultimate moment of 100 about an axis is bisecting the

depth of column. The size of column is 300 × 600 and it is

reinforcement with 6 bars of 20 mm, the SBC of soil is 250 . Use

M20 mix of concrete and Fe 415 steel.

CO1

Q3 Design a rectangular isolated footing of uniform thickness for R.C.

column bearing a vertical load of 2000 , and having a base size of 400

× 600 . The SBC of soil is 150 . Use M20 grade concrete and

Fe 415 steel. Draw the reinforcement details

CO1

Q4 A square footing has to transfer a dead load of 900 and an imposed

load of 500 for a square column of size 450 mm. Assume the safe

bearing capacity of the soil as 200 . Design a square footing to

support the above column. Adopt M20 grade concrete and Fe 415 grade

steel.

CO1

Q5 Design an isolated footing for a column 300 × 500 reinforced with 6,

25mm dia bars with Fe 415 steel and M25 concrete, subject to a factored

axial load and a factored uniaxial moment (with respect to the major axis) at the column base. Assume

that moment is reversible. The safe bearing capacity of soil may be taken

as 300 at a depth of 1.25m. Assume M20 concrete and Fe 415 steel

for footing.

CO1

Unit

No

02 Unit Title Pile foundations Planned

Hrs.

05

Unit Outcomes


Department of

Civil Engineering

52

U01 design and detailing of pile caps for two, three, four, five and six pile

groups

CO2

Lesson schedule

Class

No.


1 design and detailing of pile caps for two pile groups

2 design and detailing of pile caps three pile groups

3 design and detailing of pile caps for four pile groups

4 design and detailing of pile caps for five pile groups

5 design and detailing of pile caps for six pile groups

Review Questions

Q1 Design a combined footing for column C1 and C2 for size 800 × 800

and 600 × 600 carrying axial load of 1500 and 1000 . The

column is spaced at 4 with SBC of soil 160 . Use M20 and Fe

415 width of footing is restricted to 2.2 .

CO2

Q2 Design a strap footing for two columns C1 and C2, spaced 4 center to

center. Column C1; 300 × 450 in size carries a load of 800 and

is on the property line, Column C2; 300 × 600 in size carries a load

of 1200 . The bearing capacity of soil is 150 . Use M 20 grade

concrete and Fe 415 steel.

CO2

Q3 Design combine rectangular footing with strap beam for two columns A

and B, carrying loads of 800 and 1200 respectively. Column A is

300 × 300 in size and column B is 450 × 450 in size. The center

to center spacing of the column is 3.4m. The safe bearing capacity of soil

may be taken as 150 . Use M20 and Fe 415 grade steel.

CO2

Q4 Design a combined footing for two columns A, 450 mm × 450

carrying a service load of 800 and B, 600 mm × 600 carrying a

service load of 1600 . The column A is flushed with the property line.

The columns are at 3.0 m c/c distance. The safe bearing capacity of soil

is 300 at a depth of 1.5 m below the ground level. Use M 20 and

Fe 415 for columns and footing.

CO2

Unit

No

03 Unit Title Raft foundation Planned

Hrs.

08

Unit Outcomes


UO1 design and detailing of mat or raft foundation slab type and slab beam

type raft

CO3

Department of

Civil Engineering

53

Lesson schedule

Class

No.


1 Introduction, necessity and types of raft or mat foundation.

2 Analysis and design of raft foundation

3 Design and detailing of mat or raft foundation slab type and slab beam type raft





Review Questions

Q1 Design a raft foundation (Beam-Slab type) for nine columns equally

spaced in two row & three columns. The centre to centre distance

between two columns is 3.5 m in either direction. All columns carry

equal axial load of 800 KN per column. Assume safe bearing capacity of

soil is 160 KN/m2. Assume M 25 grade concrete and Fe 415 steel. Draw

the reinforcement diagram.

CO3

Q2 A building consists of 12 columns 400 × 400mm in sizes arranged in

three rows of four each. Distance between the columns is 5m each. The

load carried by four corner column is 500 kN each, that carried by

exterior column is 700 kN each and that carried by interior column is 900

kN. Allowable soil pressure is 90 . Design the raft slab. Use M 25

grade concrete and Fe 415 grade steel.

CO3

Q3 A building rests on ten columns, each 500 mm square, arranged in two

tows of five each, the c/c distance between the columns being 6m in both

the directions. The corners columns carry a load of 1000 kN each and

other columns carry 1500 kN. Design a mat foundation for the system,

considering beam below columns, the spacing between beams along rows

being 2m. Use M20 & Fe 415. Take

CO3

Q4 A building contains 12 columns in three rows of four

each. The distance between the columns is . Each of the four corner

columns carry a load of , each of the exterior columns carry a

load of and each of the interior columns carry a load

of . The net bearing capacity of the soil is . Design

a raft foundation (Beam-Slab type) using M25 concrete and Fe 415 grade

steel.

CO3

Unit

No

04 Unit Title Well foundations Planned

Hrs.

08

Unit Outcomes

Department of

Civil Engineering

54


UO1 lateral stability analysis of well foundations and design elements of well

foundations

CO4

Lesson schedule

Class

No.


1 Different types of well foundation, advantages and disadvantages of well

foundation over deep foundation.

2 Elements of well foundation with their functions.

3 Different forces acting on well and to evaluate forces on well

4 Terzaghis analysis for lateral stability of well foundation for different soil

condition.


condition.


condition.

7 Problems in sinking of wells and remedial measures

Review Questions

Q1 Explain in detail with neat sketch the various elements well foundation?

Enlist advantages of well foundation?

CO4

Q2 Explain with neat diagram what are the different forces acting on well

foundation and how to evaluate those?

CO4

Q3 Explain with neat diagram what are the different types of wall foundation

that are used in the field?

CO4

Q4 What are the measures taken for rectification of tilts and shifts of well

foundation?

CO4

Q5 A cylindrical well of external diameter 8m and internal diameter 5m is

sunk to a depth of 18m below the maximum scours level in sand

deposits. The well is subjected to a horizontal force of 1500 kN acting at

height of 10m above the scour level. Determine the lateral allowable

equivalent resisting force due to earth pressure, assuming that the wall

rotates about a point above the base. Assume , F.O.S= 2. Use Terzahi's Approach.

CO4

Q6 A cylindrical well of external diameter 6 m and internal diameter 4 m is

sunk to a depth 16 m below the maximum scour level in a sand deposit.

The well is subjected to a horizontal force of acting at a height

of 8 m above the scour level. Determine the total allowable equivalent

resisting force due to earth pressure, assuming that (a) the well rotates

about a point above the base, and (b) the well rotates about the base.

Assume , φ = 30°, and factor of safety against passive

resistance = 2. Use Terzaghi’s Approach

CO4

Department of

Civil Engineering

55

Q7 A circular well has an external diameter of 9.0 m and is sunk into a sandy

soil to a depth of 21 m below the maximum scour level. The resultant

horizontal force is . The well is subjected to a moment of

about the maximum scour level due to the lateral force.

Determine whether the well is safe against lateral forces, assuming the

well to rotate (a) about a point above the base, and (b) about the base,

Assume , and . Use Terzaghi’s analysis, and a

factor of safety of 2.5 against passive resistance.

CO4

Unit

No

05 Unit Title Retaining Structures Planned

Hrs.

07

Unit Outcomes


UO1 design and detailing of cantilever type of retaining wall for various types

of backfill conditions

CO5

Lesson schedule

Class

No.


1 Introduction, functions and types of retaining walls.

2 Analysis and design of RCC cantilever type of retaining wall for various types of

backfill conditions


backfill conditions


backfill conditions


backfill conditions


backfill conditions


backfill conditions

Review Questions

Q1 Design stem and heel slab of retaining wall. The stem of a cantilever

retaining wall is tall retaining soil of specific weight and having an angle of repose is 30

o. The embankment is horizontal at

its top. Design the wall. The safe bearing capacity of soil

and the coefficient of friction between soil and concrete as 0.60. Use

M25 concrete and Fe 415 steel.

CO5

Department of

Civil Engineering

56

Q2 The steam of a cantilever type retaining wall is tall. The wall retains

soil level with its top. The soil weight and having an angle

of repose is 25o. The safe bearing capacity of soil and the

coefficient of friction between soil and concrete as 0.55. Use M25

concrete and Fe 415 steel. Design stem and heel slab of retaining wall.

CO5

Q3 The steam of a cantilever type retaining wall is tall. The wall retains

soil level with its top. The soil weight and having an angle

of repose is 30o. The safe bearing capacity of soil and the

coefficient of friction between soil and concrete as 0.50. Use M 25

concrete and Fe 415 steel. Design stem and heel slab of retaining wall.

CO5

Unit

No

06 Unit Title Break Waters Planned

Hrs.

05

Unit Outcomes


UO1 analysis and design break waters and explain methods of construction

break water

CO6

Lesson schedule

Class

No.


1 Design and methods of construction of rubble mound break water.

2 Design and methods of construction of vertical wall break water

3 Different method of construction of mound type of breakwater

4 Design of rubble mound break water

5 Design of vertical wall break water

Review Questions

Q1 Explain in detail with figure the vertical wall break water and rubble

mound break water.

CO6

Q2 Explain in detail with figure the rubble mound break water and write

advantage of rubble mound break water over the vertical wall break

water?

CO6

Q3 Explain different method of construction of mound type of breakwater.

CO6

Q4 Design a rubble mound breakwater for the following data.

Depth of water = 14.0 m

Wind Velocity = 120 km/hrs

CO6

Department of

Civil Engineering

57

Fetch of wave = 350 km

Q5 Design a wall breakwater for the following data.




CO6

Q6 Design a wall breakwater for the following data.




CO6

Department of

Civil Engineering

58

Course plan for Advanced Construction Techniques

Course Code CE 434 Course Advanced Construction

Techniques (Elective-III)

Prepared by Shripad Bajirao Kore Semester AY 2017-18, Sem-II

Pre-requisites This course requires the student to know about the basics of Building

construction and material, construction technology.

Course Outcomes


CO434.1 Explain2types of construction and various type of formwork

CO434.2 Select2right material for construction from different categories.

CO434.3 Decribe2methods of Land reclamation

CO434.4 Explain 2theconstruction of various power-generation structures

CO434.5 Explain4 the fundamentals of Rehabilitation of bridges and retaining structure

CO434.6 Decribe2various advance technique for infra-structure, construction


POs

COs


CO434.1 1 3

CO434.2 1

CO434.3 3

CO434.4 1 1

CO434.5 1

CO434.6 3


correlation

Department of

Civil Engineering

59

Course Contents

Unit

No. Title

No. of

Hours

Section I

1. Composite construction: -

Composite v/s non composite action;composite steel-concrete construction.

Formwork: -

Material for formwork, special types of formwork, design offormwork

07

2. New material of construction -

Geosynthetics, Epoxy resins,Adhesives, MDF, FRC, FRP, Polymer-based

composites

07

3. Land reclamation:-

Technical progress, Drainage for land reclamation,structural improvement. 06

Section II

4. Construction of power-generation structures-

Constructiongeneration structures, Atomic Power stations,Thermal Power

stations, wind-mills.

06

5. Rehabilitation of bridges and Retaining structures-

a) Rehabilitation of bridges: Necessity and methods ofstrengthening,

preservation of bridges.

b) Retaining structures like diaphragm walls, advanced methods of

theirconstruction torque and equivalent moment for circular shafts.

06

6. Construction of concrete pavement-

a)Construction of concrete pavement by techniques like vacuum

processing,revibrated concrete, Roller –compacted concrete.

b) Use of techniques like slip form paving in pavement construction; using

Wet-MIX macadam in Road. Advanced Techniques, vacuum dewatering in

concreteslab construction, Reinforced earth construction, foundation

strengthening.

08

Reference books:

Sr.

No.


covered

1. Handbook of Composite

construction Engg

G.M. Sabanis and

Van Nostrand

Reinhold

Van Nostrand

Reinhold Co

1,2

2. Formwork design and

construction

Wynn Concrete

publications

1

Department of

Civil Engineering

60

3. Water power Engineering Dandekarsharma Vikas Publishing 3

4. Bridge Engineering V.K.Raina Tata McGraw-Hill

Publishing Co. Ltd.

5

5. Concrete Technology M.S. Shetty S.Chand

publication

1,2,4,6

Evaluation scheme:

Examination

Scheme


Max. Marks 100 100

Contact

Hours/ week

3 --

Scheme of Marks


I

1 Unit No 1 Composite construction and formwork 16

2 Unit No 2 New Material of construction 16

3 Unit No 3 Land reclamation 06 18

II

4 UnitNo 4 Construction of power-generation structures 16

5 Unit No 5 Rehabilitation of bridges and Retaining structures 16

6 Unit No 6 Construction of concrete pavement 18

Course Unitization



CO434.2


Department of

Civil Engineering

61

CO434.4


CO434.6


Section I


1 Composite construction and formwork 08

Lesson schedule

Class

No.


1 Introduction to composite construction

2 Introduction to non-composite construction and composite v/s non composite action

3 Introduction and definitions of composite steel-concrete construction and examples

4 Selection of Material for formwork, understand the types of formwork

5 Introduction to special types of formwork part-I

6 Introduction to special types of formwork part-II

7 Design offormwork

Review Questions

Q1 Explain Epoxy Resins with application. (SUK, April-2016)

CO434.1 Q2 Explain qualities of good form work (SUK, Nov-2016)

Q3 Define & Explain Composite Construction.(SUK, April-2016)

Q4 Enlist the different factors influence the cost of formwork. (SUK, Nov-2016)

Q5 What is meant by composite construction? State its advantages overnon

composite construction. State its limitations(SUK, April-2016)

Department of

Civil Engineering

62


2 New Material of construction 07

Lesson schedule

Class

No.


1 Introduction to New Materialof construction such as geosynthetics.

2 Introduction anddetailingof construction Epoxy resins, adhesives.

3 Introduction anddetailingof Medium-densityFiber.

4 Introduction anddetailingof Fiber reinforced concrete

5 Introduction anddetailingof FRP

6 Introduction to Polymer-based composites

7 Practical applications of geosynthetics, Epoxy resins,Adhesives, MDF, FRC, FRP,

Polymer-based composites

Review Questions

Q1 Explain importance of drainage for land reclamation. (SUK, Nov-2016)

CO434.2

Q2 State the applications of composite materials. . (SUK, Nov-2016)

Q3 Explain fiberreinforced concrete& their advantages. (SUK, Nov-2016)

Q4 Explainpolymercomposites with advantages & disadvantages.(SUK, April-

2016)

Q5 What is meant by fiberglass reinforced concrete? Discuss its important

properties. Discuss the major areas of application(SUK, April-2016)


3 Land reclamation 06

Lesson schedule

Class

No.


1 Introduction of Land reclamation Technique

Department of

Civil Engineering

63

2 Technical progress of Land reclamation Technique

3 Drainage for land reclamation Parrt-I

4 Drainage for land reclamation Parrt-II

5 Structural improvement of land by various landreclamation technique

6 Concept of Land reclamation Technique on site

Review Questions

Q1 Explain fiber reinforced concrete & their advantages. (SUK, Nov-2016)

CO434.3

Q2 Define geosynthetics with advantages & disadvantages. (SUK, Nov-2016)

Q3 Define MDF. State their advantages & Disadvantages. & use. (SUK, April-

2016)

Q4 Define Geosynthetics. State benefits & barriers(SUK, April-2016)

SECTION II


4 Construction of power-generation structures 6

Lesson schedule

Class

No.


1 Introduction to of power-generation structures

2 Details Construction technique of power-generation structures part-I

3 Construction of power-generation structures part-II

4 Construction of atomic power stations,

5 Construction of thermal power stations

6 Construction of wind-mills.

Review Questions

Department of

Civil Engineering

64

Q1 State the advantages & disadvantages of atomic power station. . (SUK, Nov-

2016)

CO434.4

Q2 Explain with neat sketch how wind mill works. (SUK, Nov-2016)

Q3 Explain with sketch the operation of Nuclear power station

Q4 Explain with neat sketch operation of atomic power stations,

Q5 State the advantages & disadvantages of thermal power stations

Q6 State the advantages & disadvantages of wind mill


5 Rehabilitation of bridges and Retaining structures 06

Lesson schedule

Class

No.


1 Introduction Rehabilitation of bridges.

2 Necessity and methods of strengthening of bridge.

3 Preservation of bridges by various technique.

4 Introduction to Retaining structures

5 Concept of diaphragm wall.

6 Advanced methods of construction of retaining structures

Review Questions

Q1 Explain with neat sketch methods of Bridge Rehabilitation. (SUK, Nov-2016)

CO434.5

Q2 State the benefits of revibration of concrete. (SUK, Nov-2016)

Q3 Explain the necessity of Bridge Rehabilitation. (SUK, Nov-2016)

Q4 Explain the necessity and methods of strengthening of bridge.(SUK, April-

2016)

Q5 Explain diaphragm wall.(SUK, April-2016)

Department of

Civil Engineering

65


6 Construction of concrete pavement 08

Lesson schedule

Class

No.


1 Introduction toConstruction of concrete pavement.

2 Construction of concrete pavement by techniques of vacuum processing,

3 Construction of concrete pavement by techniques of revibrated concrete

4 Construction of concrete pavement by techniques of Roller –compacted concrete.

5 Use of techniques slip form paving in pavement construction

6 Concept of vaccum dewatering in concrete

7 Concept of Reinforced earth construction

8 Concept of foundation strengthening

Review Questions

Q1 Enlist the benefits of slip formwork. (SUK, Nov-2016)

CO434.6

Q2 Importance of strengthening of foundations. (SUK, Nov-2016)

Q3 State and explain of advantages and disadvantages of slip form

technique(SUK, April-2016)

Q4 What is vacuumprocessing technique in construction of concrete road

pavement? (SUK, Nov-2016)

Q5 What is reinforced earth construction?(SUK, April-2016)


Course Title : Advance construction techniques


Instructions:



Department of

Civil Engineering

66

3 Wherever required neat sketches shall be drawn.

Section-I

Section-II

5 a) State the advantages&disadvantages of atomic power station. 08

b) Explain with neat sketch how wind mill works 08

6 a) Explain with neat sketch methods of Bridge Rehabilitation 08

b) State the benefits of revibration of concrete. 08

7 a) Enlist the benefits of slip formwork 08

b) Importance of strengthening offoundations. 08

8 Short Note Any Three 18

a) Vacuum dewatered flooring (tremix)

b) Steps for strengthening ofisolated footing with neat sketch.

c) What is underpinning.

d) Operation ofthermal power station with sketch.

1 a) Explain Epoxy Resins with application. 08

b) Explain qualities ofgood form work 08

2 a) Explain importance of drainage for land reclamation 08

b) State the applications of composite materials. 08

3 a) Explain fiber reinforced concrete & their advantages. 08

b) Define geosynthetics with advantages & disadvantages 08

4 Note - any three 18

a) MDF

b) Enlist the design loads for form work

c) Explain adhesive. use ofadhesive

d) Behavior of composite &non composite structures

Department of

Civil Engineering

67

Department of

Civil Engineering

68

Course Plan for Site Investigation Methods and Practices

Course Code CE431 Course Site Investigation Methods &

Practices

Prepared by Mr. D. A. Gunjagi Semester AY 2017-18 Sem II

Prerequisites This course requires the student to know about the basic concepts in

Geotechnical Engineering

Course Outcomes


CO431.1 Explain2 the importance of site investigation in civil engineering process.

CO431.2 Describe1 different site investigation methods.

CO431.3 Illustrate3 different subsurface exploration by non-destructive tests.

CO431.4 Explain2 the various soil exploration methods for soil sampling.

CO431.5 Examine4 the various field and laboratory tests on soil.

CO431.6 Write6 the technical report for site investigation.


POs

COs

a b c d e f g h i j k l

CO431.1 1 1 1 1

CO431.2 1 2 1 1

CO431.3 1 2 1 3

CO431.4 1 1 3

CO431.5 1 2 3 3

CO431.6 1 2 3 3 2

1 Mild correlation 2 Moderate correlation 3 Strong correlation

Course Contents

Unit No. Title No. of

Hours

Section I

1.

Introduction to site investigation:

Introduction, the importance of site investigation, purposes of a site

investigation, objectives.

Need for site investigation, advantages of site investigation, phases in

site investigation process, approach to site investigation.

6

2

Methodology of site investigation:

Preliminary site investigation: preliminary desk study, topographical

maps, geological records.

Mining records, air-photography and remote sensing,

5

Department of

Civil Engineering

69

photogrammetry, air-photo interpretation.

Site walk-over survey, reconnaissance of site works.

3 Site investigation using non-destructive tests:

Introduction, electrical methods, magnetic methods, gravity methods,

acoustic emission methods, seismic methods.

5

Section II

4.

Site investigation using in-situ testing:

Introduction, penetration testing – standard penetration test and cone

penetration test, strength and compressibility testing – field vane shear

test, pressuremeter test, plate loading test.

4

5.

Sampling:

Introduction, sample sizes, soil disturbance, soil disturbance during

drilling, soil disturbance during sampling, disturbance after sampling,

undisturbed sampling techniques, sand sampling, preparation of

disturbed samples for testing, preparation of undisturbed samples for

testing.

5

6.

Laboratory testing for site investigation:

Introduction, purpose of soil testing, purpose and significance of

following test – soil classification tests, particle size distribution tests

(sieve analysis, hydrometer analysis), plasticity tests (liquid limit,

cone penetrometer test, plastic limit), compaction tests (Proctor

compaction test), particle density (specific gravity) determination,

tests for geotechnical parameters – strength tests (CBR test, lab vane

shear test, direct shear test, triaxial shear test), seepage and

permeability tests.

8

Reference Books:

1. Site investigation by Clayton, Mathews and Simons

2. Site investigation practice by Joyce, M.D.;ESFN. SPON publishers, 1982.

3. Instrumentation in geotechnical engineering by K.R. Saxena and V.M. Sharma.

4. Subsurface exploration and sampling of soils for civil engg. Purposes by Hvorslev M.

J.

5. Geotechnical engineering investigation manual by R.E. Hunt, Mc Graw Hill Co. New

York.

6. Geotechnical and geophysical site characterization, An-bin Huang, Paul W. Mayne,

CRC press, 2008, ISBN 0415469368, 9780415469364.

7. Compendium of Indian Standards on soil engineering parts I and II 1987 – 1988.

Evaluation scheme

Examination

Scheme

Theory Term

Work

POE Total

Max. Marks 100 -- --- 100

Contact 3 -- -- 3

Department of

Civil Engineering

70

Hours/ week

Scheme of Marks


I

1 Introduction to site investigation 18

2 Methodology of site investigation 16

3 Site investigation using non-destructive tests 16

II

4 Site investigation using in-situ testing 16

5 Sampling 18

6 Laboratory testing for site investigation 16

Course Unitization



CO431.2


CO431.4


CO431.6


Section I

Unit

No 1 Unit Title Introduction to site investigation

Planned

Hrs. 06

Lesson schedule

Class

No. Details to be covered

1 Introduction to investigation methods, importance of site investigation.

2 Purpose of site investigation and its objectives.

3 Need for site specific site investigation.

4 Advantages of site investigation.

5 Phases in site investigation.

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Civil Engineering

71

6 Approach to site investigations.

Review Questions

Q1 What is the purpose and objective of site investigation? (8M,

Dec’15)

CO431.1

Q2 What is the need and importance of site investigation? (8M,

Dec’15)

Q3 Explain approach to site investigation with all the stages involved in

it. (8M, May’15)

Q4 Write in details different phases involved in site investigations.

(6M, May’15)

Q5 What is the possible approach for site investigation? What are the

sources of information for desk study? (8M, May’16)

Section I

Unit

No 2 Unit Title Methodology of site investigation

Planned

Hrs. 5

Lesson schedule

Class


1 Preliminary site investigation: preliminary desk study.

2 Topographical maps, geological records.

3 Mining records, air-photography and remote sensing.

4 Photogrammetry, air-photo interpretation.

5 Site walk-over survey, reconnaissance of site works.

Review Questions

Q1 Write note on preliminary desk study and benefits of it. (8M,

May’15)

CO431.2

Q2 Explain the documents required for desk study. (8M, Dec’15)

Q3 What are topographical maps? How to read topographic and

geological maps. (6M, May’16)

Q4 Write a brief note on photogrammetry and remote sensing. (8M,

Dec’15)

Q5 Write a note on Air Photo Interpretation. (8M, May’17)

Section I

Unit

No 3 Unit Title

Site investigation using non-destructive

tests

Planned

Hrs. 05

Lesson schedule

Class


1 Introduction to non-destructive tests of site investigation.

2 Electrical methods of non-destructive testing techniques.

3 Gravity methods of non-destructive testing techniques.

4 Acoustic emission methods of non-destructive testing techniques.

5 Magnetic and seismic method of non-destructive testing techniques.

Department of

Civil Engineering

72

Review Questions

Q1 Explain Electrical Resistivity Method with neat sketch. (8M,

Dec’15)

CO431.3

Q2 Write a note on magnetic method of non-destructive test and its

advantages. (8M, May’15)

Q3 Write a note on gravity method of non-destructive test. (8M,

Dec’15)

Q4 Write a note on acoustic emission method of non-destructive test.

(8M, May’16)

Q5 Explain ultra-sonic method of non-destructive test. (8M, May’16)

Q6 Explain seismic reflection and refraction method of non-destructive

test with neat figures. (8M, May’15)

Section II

Unit

No 4 Unit Title Site investigation using in-situ testing

Planned

Hrs. 04

Lesson schedule

Class


1 Introduction to site investigation using in-situ testing.

2 Standard penetration test and cone penetration test.

3 Strength and compressibility testing-field vane shear test.

4 Pressure meter test, plate loading test.

Review Questions

Q1 Explain standard penetration test with neat figure. (8M, Dec’15,

SUK)

CO431.4

Q2 Explain plate load test with neat sketch. (8M, May’15, SUK)

Q3 Write a note on corrections to be applied to SPT ‘N’ value.(8M,

May’15, SUK)

Q4 Describe – Interpretation of Vane shear test data with its advantages

and disadvantages.(8M, May’16, SUK)

Q5 Explain pressuremeter test for determining stiffness and strength of

soils.(8M, May’16, SUK)

Section II

Unit

No 5 Unit Title Sampling

Planned

Hrs. 05

Lesson schedule

Class


1 Introduction to sampling, sample sizes, soil disturbance.

2 Soil disturbance during drilling and sampling, soil disturbance after sampling.

3 Undisturbed sampling techniques, sand sampling.

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Civil Engineering

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4 Preparation of disturbed samples for testing.

5 Preparation of undisturbed samples for testing.

Review Questions

Q1 Write a note on sampling methods – representative and non-

representative.(8M, Dec’15, SUK)

CO431.5

Q2 Describe size and mass of samples for different types of soils based

on particle sizes.(8M, Dec’15, SUK)

Q3 Explain Different types of soil disturbance during sampling.(8M,

May’16, SUK)

Q4 Describe sampling techniques in shallow pits and bore holes.(8M,

May’15, SUK)

Q5 Explain open-drive samplers and piston-drive samplers.(8M,

May’16, SUK)

Section II

Unit

No 6 Unit Title Laboratory testing for site investigation

Planned

Hrs. 08

Lesson schedule

Class


1 Introduction to laboratory testing, purpose of soil testing.

2 Purpose and significance of Soil classification test

Particle size distribution tests (mechanical sieve analysis).

3 Hydrometer analysis (wet mechanical analysis).

4 Plasticity tests (liquid limit, cone penetrometer test, plastic limit)

5 Compaction tests (Proctor test), specific gravity, seepage and permeability.

6 Geotechnical strength parameter tests – direct shear test, triaxial shear test.

7 California bearing ratio test, laboratory vane shear test.

8 Technical report writing – standard format for site investigation report.

Review Questions

Q1 Explain the purpose of soil testing.(8M, Dec’15, SUK)

CO431.6

Q2 List down the tests for soil classification and explain any one in

detail.(8M, Dec’15, SUK)

Q3 List down the tests for geotechnical parameters of soil and explain

any one in detail.(8M, May’16, SUK)

Q4 Explain California Bearing Ratio (CBR) test and its

importance.(8M, May’15, SUK)


Course Title: Site Investigation Methods and Practices

Duration: 3 Hrs Total Marks: 100

Department of

Civil Engineering

74

Instructions:



3 Use of non-programmable calculator is permitted

Section-I

Section-II

5 a) Explain ‘Plate Load Test’ with sketch. 08

b) Enlist the laboratory tests conducted on soil samples. Explain any one in

detail.

08

6 a) Explain the Mechanical Properties of Rocks. 08

b) Explain the Index Properties of Rocks. 09

7 a) Explain the key points in good technical report writing. 08

b) Explain ‘Technical Report Format’. 09

8 Explain the points to be considered in recommendations for 16

a) Embankments

1 a) What are the objectives of site investigation? Explain the phases of site

investigation.

08

b) Explain the documents required for desk study. 08

2 a) What is the importance of Site Reconnaissance and Local Enquiries? 08

b) What are the Geological methods of sub-surface exploration? Explain any one

with sketch.

08

3 a) Explain the three varieties of soil samples obtained depending upon the degree

of disturbance. What are the effects of disturbance on the soil samples?

09

b) Explain ‘Thick Wall Sampler’ with a sketch. 08

4 a) Explain ‘Electrical Resistivity Method’ with neat sketch 08

b) Explain ‘Standard Penetration Test’ with neat sketch 09

Department of

Civil Engineering

75

b) Retaining Walls

c) Dams

d) Excavations

Department of

Civil Engineering

76

Course plan for Structural Design and Drawing II

Course Code CE 435 Course Structural Design and Drawing II

Prepared by Mr C. S. Patil /Mr. S. R. Kadam Semester AY 2017-18, Sem II

Pre-requisites Basic knowledge regarding applied mechanics, structural mechanics, strength of

materials and theory of structures

Course Outcomes


CO435.1 Illustrate4 design principles of engineering structures

CO435.2 Explain5 the concept regarding design of industrial structures

CO435.3 Design5 structure by using engineering concepts

CO435.4 Analyse4

and design5 Residential two storied building

CO435.5 Analyse4

and design5 Retaining wall, Combined footing , raft foundation, pile

foundation

CO435.6 Analyse4

and design5compared with the results of any standard software

package.


POs

COs


CO435.1 1 1

CO435.2 1 2 2

CO435.3 2 2 1

CO435.4 3 3 2 2 2

CO435.5 2 3 1 1 2

CO435.6 2 2 1 1 2


correlation

Department of

Civil Engineering

77

Course Contents

Unit

No. Title

No. of

Hours

Term work shall consist of detailed design & drawing of the following R.C.

structures by Limit State method.

1 Residential two storied building. (Minimum 120 sqmt.) Drawings prepared

shall indicate ductility details as per the provision in IS: 13920.

2 Any one from the following:

a) Retaining wall (cantilever or counter fort type)

b) Combined footing /raft foundation /pile foundation

3 Analysis and design of RCC framed structure using software.

Reference books:

Sr.

No.


covered

9. IS 456-2000 Bureau of Indian

standards

1,2

10. Limit state theory and Design Karve and Shah Structures

publications , Pune

1,2

11. Reinforced Concrete Design

Limit state - brothers Roorkee

A.K. Jain Nemchand brothers

Roorkee

1,2

12. Fundamentals of Reinforced

Concrete.

Sinha and Roy S. Chand and

company Ltd. Ram

Nagar, New Delhi.

1,2

Evaluation scheme:

Examination

Scheme


Department of

Civil Engineering

78

Max. Marks -- 50 25 75

Contact

Hours/ week

-- 4 -- 4

Scheme of Marks


1 Unit No 1 30

2 Unit 2

Any one Design 20

Unit 3

3 Unit 4

Department of

Civil Engineering

79

PROJECT WORK (PHASE –II)

Course Code CE 436 Course PROJECT WORK (PHASE –II)

Prepared by Date 22/12/2015

Prerequisites Knowledge of all subjects of Civil Engineering to perform the literature

review and the project.

Course Outcomes


CO436.1 Perform literature review

CO436.2 Prepare comprehensive report

CO436.3 Prepare power point presentation

CO436.4 Present the presentation in a concise way


POs

Cos

a b c d e F g h i j k

CO436.1

CO436.2

CO436.3

CO436.4

Course Contents

Title No. of

Hours

The project work started in the seventh semester will continue

in this semester. The students will complete the project work in this

semester and present it before the assessing committee.

The term work assessment committee as constituted in the

seventh semester will assess the various projects for the relative

grading and group average. The guides will award the marks for the

individual students depending on the group average. Each group will

submit the copies of the completed project report signed by the

guide to the department. The head of the department will certify the

copies and return them to the students. One copy will be kept in the

departmental library.

For work load calculation minimum load is 2 Hr./week, for one

groups of THREE to FOUR students. (As per AICTE Guide Lines)

Department of

Civil Engineering

80

Evaluation scheme

Examination

Scheme


Max. Marks -- 75 75 150

Contact

Hours/ week

-- 6 (for batch

of 9 students)

-- 6

Documents

Department of Civil Engineering - sginstitute.in · 4.a CE420 Advanced Concrete Design 38 ... 4. Reinforced Concrete Design (Limit State) - A.K. Jain 2,3 5. Fundamentals of Reinforced