SantGajananMaharaj College of Engineering, Mahagaonsgmcoe.in/courseplansdocs/12.pdfReinforced...

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An ISO 9001-2015 Certified Institute

SantGajananMaharaj College of Engineering, Mahagaon Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur

Department of Civil Engineering

COURSE PLAN

Course Code CE424/66873 Course Name Theory of Structures

Prepared by Mr. K.S.Dhamannavar Date 10/12/2018(AY-2018-19)

Verified by Mr. S. P. Narvekar(HOD

CIVIL) Approved by Academic Coordinator/

Principal

Objective

To determine shear force and bending moment for indetrminate structures using

different methods.

COURSE OUTCOMES

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

Sr. No. CO CO No.

1.

3Design flat slabs using different methods- Codal provisions.

CE424.1

2.

4Analyze and Design deep beams as per IS 456-2000

CE424.2

3. 4Analyze and design the concrete chimneys CE424.3

4.

6Design the overhead tanks.

CE424.4

5. 6Analyze and design the retaining walls CE424.5

6. 4Analyze the slabs by using Yield line theory. CE424.6

EXAMINATION SCHEME

Examination

Scheme Theory Term Work #POE Total

Maximum Marks 100 25 ** 125

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Contact Hours 3 2 ** 5

POs

COs 01 02 03 04 05 06 07 08 09 10 11

12

CE 214.1 3 1

CE 214.2 3 1

CE 214.3 3 3 2 1

CE 214.4 2 3 2 2 1

CE 214.5 3 2 2 1

CE 214.6 3 2 2 1

Degree of Compliance of COs and POs 1:Low 2: Medium 3: High

COURSE CONTENTS

Chapter

No. Contents No. of Hours

I

Large span concrete roofs – Classification- Behaviour of Flat slabs-Direct design

and equivalent frame method- Codal provisions

06 Hrs.

II

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

06Hrs.

III Analysis of stresses in concrete chimneys- uncracked and cracked sections- Codal

provisions- Design of chimney 08 Hrs.

IV

Overhead water tanks- rectangular and circular with flat bottom-spherical and

conical tank roofs- staging- Design based on IS 3370 08 Hrs.

V

Analysis and Design of cantilever and counter fort retaining walls with horizontal

and inclined surcharge 06 Hrs.

VI

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

06Hrs.

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EVALUATION SCHEME

Section Maximum Marks Question No. Chapter No.

I

16-24 Marks Question-1 Chapter-1



II




REFERENCES

Books

1. Reinforced Concrete Structural Elements- Purushothaman. P, Tata McGraw Hill

2. Design and Construction of Concrete Shell Roofs-G.S.Ramaswamy

3. Reinforced Concrete – Ashok K Jain, Nem Chand Bros. Roorkee

4. Plain and Reinforced Concrete – Jain &Jaikrishna, Vol. I & II, Nem Chand Bros. Roorkee

5. Reinforced Concrete, Mallick& Gupta- Oxford & IBH

6. IS 4998-1998- Criteria for design of reinforced concrete chimneys

7. Reinforced Concrete Structures, Volume 1 Dr. B.C. Punmia, Ashok Kr. Jain,Arun Kr. Jain

8.

Design of Reinforced Concrete Structures : IS:456-200 by N. Krishna Raju

E-books/E-Links

1. Design of Reinforced Concrete Structures : IS:456-200 by N. Krishna Raju-Google Books

2. Reinforced Concrete Structures, Volume 1 Dr. B.C. Punmia, Ashok Kr. Jain,Arun Kr. Jain - Google

Books

3. Reinforced Concrete – Ashok K Jain, Nem Chand Bros. Roorkee– Google Books

NPTEL /Other Video Links

1. Flat slabshttps://www.devdasmenon.com/videos.html

2. Analysis and Design of Beamshttps://www.devdasmenon.com/videos.html

3. Stresses in concrete chimneyshttps://www.devdasmenon.com/videos.html

4. Overhead water tankshttps://www.devdasmenon.com/videos.html

5. Retaining wallshttps://www.devdasmenon.com/videos.html

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6. Yield line analysis of slabs:https://www.devdasmenon.com/videos.html

ASSIGNMENT QUESTIONS/QUESTION BANK

Unit- I (Assignment 1) Flat slabs 16 to 24 Marks

Que.

No. Question CO No. Remark

1.

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 5 kN/m2. The floor is

supported by columns of size 600 mm x 600 mm. Use M20 concrete

and Fe 415 steel.

Sketch the reinforcement details by showing cross sections

a) at column strip,

b) at middle strip

CE424.1

Common for All

2.

Design and detail the interior panel of a single storey flat slab system.

Typical panel size 1s 7 .5 x 6m. Column size is 300 x 500mm. Live

load is 4kN/m2 Provide suitable drops. Materials used: M20 & Fe

415.

CE424.1

3.

Design an exterior panel of slab having size 5 m x 6 m without drop

and column head Floor to floor height is 4.5 m and columns are of

mm diameter Live load acting on slab is 4 kN/m2 Use M20 concrete

and Fe 415 steel calculate the reinforcement along longer span only

CE424.1 Additional questions

for Fast Learner

Unit-II: (Assignment 2) Analysis and Designof Beams16 to 24 Marks

1. Write note on deep beam and its behavior under load. CE424.2

Common for All

2. Write IS specification for deep beam. CE424.2

3.

A single span simply supported deep beam has an overall depth of

5 m and clear span of 6 m. The width ofthe beam is 400 mm, width

of support is 600 mm. The beam carries the uniformly distributed

live load of 300 kN/m in addition to its own weight over the entire

span. Design and detail with sketches the beam. Use M20 grade

concrete and Fe 415 steel.

CE424.2

4. What are deep beams? Describe the detailing to be adopted in simply

supported and continuous deep beams according to IS 456 CE424.2

5.

A 300 mm thick reinforced concrete vertical wall of height 3.6 m is

supported over 600 mm wide piers having clear spacing of 5.5 m.

The wall carries service superimposed load 225 kN/m. Design the

panel as a deep beamconsidering it to be a a) simply supported and

b) continuous over several supports. The materials of construction arc

M20 grade and HYSD steel of grade Fe415.

CE424.2 Additional question

for Fast Learner

Unit- III:(Assignment 3) Stresses in concrete chimneys 16 to 24 Marks

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Que.


1.

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

l25l

External Diameter

a) at top - 4.0m

b) at Bottom - 4.8m

Internal Diameter

a) at top - 3.8m

b) at Bottom - 4.4m

Wind intensity 1.8 kN/m2 (throughout)

Thickness of fire brick lining - 100mm

Air Gap - 100mm

Temperature difference - 70oC

Coefficient thermal expansion - 11 x 10-6

/oC

Es = 2.1 x 105 kN/mm2

Unit weight of brick lined - 20 kN/m3

Use M30 concrete and Fc 415 steel.

CE 224.3 Common for All

2.

Design a chimney of 66 m height having external diameter of4.0 m

through outthe height. The chimney has a firebricks lining of 100 mm

thickness, providedup to a heightof 42 m above ground level with an

air gap of 100mm.The temperature difference between inside

ofchimney and outside surrounding air is 71oC. Take the coefficient

of expansion of "concrete and steel as 11x10-6

per degree oC

Es - 2.05 x 105 N/mm

2: and M25 grade concrete mix. Take wind

pressure intensity of 1800 N/m2 and shell thickness of 200mm for top

24 m portion, 1600 N/m, and 300 mm formiddle 24 m and 1400

N/m2, and 400 mm for bottom 18 m portion. Design only the section

at 24 m below top as un-cracked section and at base of chimney as

cracked section. Calculate stresses for wind and temperature only.

Take shape factor 0.7 and unit weight ofbrick lining 19 kN/m3

CE 224.3 Additional question

for Fast Learner

Unit- IV:(Assignment 4) Overhead water tanks16 to24Marks

1.

Design an open square tank for 1,21,000 literscapacity. Tank is

supported at 6 m height above ground level. Design bottom slab and

wall of tank for M20concrete and mild steel. Take height of tank as 4

m.

CE 224.4

Common for All

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

12 m and total height 4.0 m. Use M25 concrete and Fe 4l 5 stee1.

Design.

CE 224.4

3.

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

12 mand total height 3.2m.It is supported by a ring beam of diameter

9m. Ring beam is supported eight columns. Use M25 concrete and

Fe415 steel. Design bottom slab and vertical wail of tank.n=0.015.

Calculate the bed slope of the canal for uniform flow.


for Fast Learner

Unit- V: (Assignment 5)Retaining walls16 to 24Marks

1. Design a cantilever retaining wall to retain an earth embankment with

a horizontal top3.5m above the ground level. Density of earth is CE 224.5 Common for All

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Sant Gajanan Maharaj College of Engineering, Mahagaon

Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur


COURSE PLAN

Course Code CE 425/67764 Course Name Advance Construction

Technique

Prepared by Miss S.S.Rajaram Date 10/12/2018 (AY-2018-19)

Verified by Mr. S.P.Narvekar (HOD

civil) Approved by

Academic Coordinator/

Principal

Objective

To understand various sources of water with respect to quality and quantity of

water, various treatments provided to it, design of water treatment plant. To design

the various components related to transmission and distribution of water. To

outline the principles of green building

COURSE OUTCOMES


Sr. No. CO CO No.

18kN/m3.Angle of internal friction 30

o, SBC of soil200kN/m

2. Take

coefficient of friction between soil and concrete:0.5. Adopt M20

concrete and Fe 4l5 steel.

2.

Design a counterfort type retaining wall to support an earth fill of 8.5

m above ground level. The foundations at a depth of 1.5 m below

ground level. The safe bearing capacity of soil is 160 kN/m2. Unit

weight of soil at site is 17 kN/m3 and angle of shearing resistance of

the soil as 30o. Assume coefficient friction between soil and concrete

as 0.5. Adopt M20 grade concrete and Fc415 HYSD bars. Sketch

details of reinforcement. A parapet wall of l.2m height is provided at

top.


for Fast Learner

Unit- VI:(Assignment 6)Yield line analysis of slabs 16 to 24Marks

1. What are assumptions made in theory ofyield lines? CE 224.6

Common for All

2. Derive expression relating yield line moment and ultimate load

intensity in isotropically reinforced fixed square slab. CE 224.6

3. Prove that in isotropically reinforced slab, slab moments across any

yield line is the same. CE 224.6

4. Design isotropically reinforced square slab of size 5m to carry a

service load of 3kN/m2. Use M20 grade concrete and Fe415 steel. CE 224.6

5. Design a slab for a live load of 3.0 kN/m

2and floor finish at 1.5

kN/m2. Size of slab being 5m x 5m. It is restrained on four edges.

Adopt M20 concrete and Fe 415 grade steel. Use yield line theory.

CE 224.6

Additional question

for Fast Learner

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1. 2Illustrate types of construction and various type of formwork CE425.1

2. 3Identify advance construction material used in construction Industries.

CE425.2

3. 2Discuss various methods of Land reclamation

CE425.3

4. 2Explain the construction of various power-generation structures

CE425.4

5. 2Illustrate

the fundamentals of Rehabilitation of bridges and retaining structure

CE425.5

6. 4Disscus various advance construction technique for infra-structure

CE425.6

EXAMINATION SCHEME

Examination


Maximum Marks 100 ** ** 100

Contact Hours 3 ** ** 3

MAPPING OF COs-Pos

POs

COs

PO-1 PO 2 PO 3 PO 4 PO 5 PO 6 PO 7 PO 8 PO 9 PO

10

PO

11

PO

12

CE425.1 3 2

CE425.2 3 2

CE425.3 2 3 1

CE425.4

CE425.5 2 3 1

CE425.6 3

Degree of Compliance of COs and POs 1: Low 2: Medium 3: High

COURSE CONTENTS

Chapter


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I

COMPOSITE CONSTRUCTION: - composite v/s non composite action;

composite steel-concrete construction.

FORMWORK: - Material for formwork, special types of formwork, design of

formwork

7Hrs

II

NEW MATERIAL of construction such as geosynthetics, Epoxy resins,

Adhesives, MDF, FRC, FRP, Polymer-based composites.

7 Hrs

III LAND RECLAMATION:- Technical progress, Drainage for land reclamation,

structural improvement. 6 Hrs

IV

CONSTRUCTION of power-generation structures, Atomic Power

stations, Thermal Power stations, wind-mills

6 Hrs

V

Rehabilitation of bridges: Necessity and methods of strengthening, preservation

of bridges.

b) Retaining structures like diaphragm walls, advanced methods of their

construction.

6 Hrs

VI

Construction of concrete pavement by techniques like vaccum 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, vaccum dewatering in concrete

slab construction, Reinforced earth construction, foundation strengthening

8 Hrs

EVALUATION SCHEME


I



10-12Marks Question-3 Chapter-3

II




REFERENCES

Books

9.

Handbook of Composite construction Engg--- G.M. Sabanis

10.

Formwork design and construction---- Wynn

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11.

Water power Engineering—Dandekarsharma

12.

Bridge Engineering--- Raina

13.

Bridge engineering Punnuswamy

14. Concrete Technology--- M.S. Shetty S.Chand publication

Data Manuals

1. **

E-books/E-Links

4. Bridge Engineering by J. A. L. (John Alexander Low) Waddell

5. Water Power Engineering by M M Dandekar


7. Land reclamanation: https://nptel.ac.in/courses/126105009/55

8. Rehabilitation of bridge : https://slideplayer.com/slide/5721767/

9. Composite construction : https://slideplayer.com/slide/5883299/


Unit- I (Assignment 1) 16 to 24 Marks

Que.


4. Explain qualities ofgood form work CE425.1

Common for All

5. State the applications of composite materials CE425.1

6. Differentiate between composite &non composite structures CE425.1

7. Enlist the different factors influence the cost of formwork CE425.1

8. What is meant by composite construction? State its advantages

overnon composite construction. State its limitations


for Fast Learner

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Unit-II: (Assignment 2) 16 to 24 Marks

6. Write a short note on any three of following-

a.FRC, b. FRP,

c. Polymer-based composites. D.Epoxy resins

CE425.2

Common for All

7. What are adhesive .state its uses CE425.2

8. Explain Epoxy Resins with application. CE425.2

9. Define geosynthetics & give its advantages & disadvantages CE425.2

10. Define MDF.& state its uses

CE425.2

Additional question

for Fast Learner

Unit- III:(Assignment 3) 16 to 24 Marks

Que.


3. Explain importance of drainage for land reclamation CE425.3

Common for All

4. Write shortnote on Drainage for Land Reclamation. CE425.3

5. Explain importance of drainage for Reclamation of land. CE425.3 Additional question

for Fast Learner

Unit- IV:(Assignment 4) Voltage Amplifiers 12 to 16 Marks

4. Illustrate the working of wind mill ETC 212.4 Common for All

5. Explain the working of atomic power station ETC 212.4

6. Write down the working of thermal power station ETC 212.4 Additional question

for Fast Learner

Unit- V: (Assignment 5) Frequency Response of Single Stage RC Coupled Amplifier 16 to 24 Marks

3. Explain the process of rehabilitation of bridge CE425.5

Common for All

4. What are the different benefits of revibration of concrete. CE425.5

5. Define diaphragm wall CE425.5 Additional question

for Fast Learner

Unit- VI: (Assignment 6) FET & MOSFET 16 to 24 Marks

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Sant Gajanan Maharaj College of Engineering, Mahagaon Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur


COURSE PLAN

Course Code CE411/67559 Course Name Design of Concrete

Structures-II

Prepared by Mr. L. A. Doddamani Date 10/12/2018 (AY: 2018-19)

Verified by Mr. S. P. Narvekar(HOD Civil) Approved by Academic Coordinator/

Principal

COURSE OUTCOMES


Sr. No. CO CO No.

7. 6Study the concept of torsion, Design for torsion and bending. CE411.1

8. 6Design continuous beams. CE411.2

9. 6Design water tanks. CE411.3

10. 5Explain the concept of prestressing. CE411.4

11. 6Determine losses in prestress. CE411.5

12. 6Design prestressed concrete sections. CE411.6

6. Describe the various techniques those are used in construction of

concrete pavement

CE425.6

Common for All

7.

Write a short note on

1. vaccum dewatering in concrete slab construction

2. Reinforced earth construction

3. foundation strengthening

CE425.6

8. Enlist the benefits of slip formwork. CE425.6

Additional question

for Fast Learner 9. What is vacuumprocessing technique in construction of concrete road

pavement?

CE425.6

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EXAMINATION SCHEME

Examination


Maximum Marks 100 25 ** 125

Contact Hours 4 2 ** 6

MAPPING OF COs-Pos

POs

COs 01 02 03 04 05 06 07 08 09 10 11 12

CE411.1 2 3 3 3 1

CE411.2 3 3 3 2 1

CE411.3 3 2 3 3 1

CE411.4 2 3 3 3 1

CE411.5 2 2 3 2 1

CE411.6 3 2 3 3 1


COURSE CONTENTS

Chapter


I

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. 5 Hrs.

II Limit state Design of two span continuous beams and three span continuous

beams using IS coefficient, concept of moment redistribution 8 Hrs.

III

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.

7 Hrs.

IV

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

prestressing. Analysis of rectangular and symmetrical I sections. Different cable

profiles. 10 Hrs.

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

prestress concrete section 4 Hrs.

VI

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. 6 Hrs.

EVALUATION SCHEME


I

16 Marks Question-1 Chapter-1




II





REFERENCES

Books

15. Limit State Theory & design -Karve& Shah Structures Pub. Pune

16. Reinforced Concrete Design (Limit State) - A.K. Jain

17. Limit State Design of Reinforced Concrete - P.C. Varghese, Prentice Hall of India, New Delhi

18. Fundamentals of Reinforced Concrete- - Sinha & Roy

19. Reinforced Cement Concrete -B.C. Punmia

Data Manuals

2. IS: 456-2000

3. IS:1343

4. IS 3370

5. Handbook of Reinforced Concrete SP-34

E-books/E-Links

6. Design of reinforced concrete structures- https://nptel.ac.in/courses/105105105/27

7. Torsion in beamshttps://nptel.ac.in/courses/105105104/pdf/m6l16.pdf

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8. Torsion in beams-

https://nptel.ac.in/courses/105106117/pdf/5_Analysis_Design_for_Shear_Torsion/Section5.5.pdf

9. Prestressed concrete- https://nptel.ac.in/courses/105106117/


1. Design of reinforced concrete structures- https://nptel.ac.in/courses/105105105/27

2. Analysis of continuous beams by Three Moment Equation

https://www.youtube.com/watch?v=oVW0CQWUwzo

3. Design of continous beam- https://www.youtube.com/watch?v=wa0jlg1Eu3o


Unit- I (Assignment 1) Design for Torsion 16 Marks

Que.


9. Q1 When we need to consider Torsion in design of beams? CE411.1

Common for All

10. Q2 What is side face reinforcement? Where we have to provide it? CE411.1

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

Bending and shear? CE411.1

12.

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.

CE411.1

13.

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.


for Fast Learner

Unit-II: (Assignment 2) Design of Continues Beam 18 Marks

11. Q1 Describe in brief the coefficient method for analysis of continues beam

with its limitations. CE411.2

Common for All 12.

Q2 Write about the concept Redistribution of Moment and its practical

importance. CE411.2

13.

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 section of beam AB & BC Using IS code Coeff. Method. CE411.2

14. Span AB=BC=6m, Grade of concrete M20, and Steel Fe415. CE411.2 Additional question

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15.

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=4m, Grade of concrete M20, and Steel Fe500.

CE411.2

for Fast Learner

Unit- III:(Assignment 3) Working stress method and Design of Water tanks 16 Marks

Que.


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

LSM. CE411.3 Common for All

7. Q2 What are the assumption in WSM? CE411.3

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

reinforced section, Over reinforced section, Moment of resistance. CE411.3

9. Q4 Derive Expression for position of Neutral axis and Moment of

Resistance of a balanced rectangular section. CE411.3

10. Q5 Derive Expression for position of Neutral axis and Moment of

Resistance of Doubly reinforced rectangular section. CE411.3

11.

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.

CE411.3 Additional question

for Fast Learner

Unit- IV:(Assignment 4) Conceptual Design 16 Marks

7. Q1 What is the basic principle of prestressed concrete? CE411.4

Common for All

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

in prestressed concrete? CE411.4

9. Q3 Differentiate between Concentric and eccentric prestressing,. CE411.4

10. Q4 Differentiate between Pre-tensioning and post-tensioning. CE411.4

11. Q5 List various types of tensioning devices used in prestressed concrete. CE411.4

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

sketches. CE411.4 Additional question

for Fast Learner

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Department of Electronics & Telecommunication Engineering

COURSE PLAN

Course Code CE426/66236 Course Name SDD II

Prepared by Mr.K.S.DHAMANNAVAR Date 21/05/2018 (AY-2018-

19)

Verified by Mr. S.P.NARVEKAR (HOD

CIVIL) Approved by Academic Coordinator/

Principal

Objective

To apply the basic principles and concepts of strength of materials to solve practical real

world problems.

COURSE OUTCOMES

Unit- V: (Assignment 5) Introduction to prestressed concrete 18 Marks

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

tensioned members. CE411.5 Common for All

7. Q2 How to calculate the losses of prestress due to above all causes. CE411.5

8.

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. CE411.5

Additional question

for Fast Learner

Unit- VI: (Assignment 6) Analysis and Design of rectangular and I sections 16 Marks

10. Q1 Distinguish between concentric and eccentric tendons indicating their

practical applications. CE411.6

Common for All

11. Q2 What is ‘pressure line’? explain significance with sketch. CE411.6

12. Q3 Explain concept of internal resisting couple in prestressed concrete

beam supporting dead and live load. CE411.6

13. Q4 Explain the difference between load carrying mechanism of reinforced

and prestressed concrete beam with sketch. CE411.6

14. Q5 Explain the load balancing concept. CE411.6

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Sr. No. CO CO No.

13. 2Translate the ideas into workable plans CE426.1

14. 4Classify the components

CE426.1

15.

6Design the units & hence the structure as a whole

CE426.1

16. 2Draft the details for execution

CE426.1

17.

4Examine and understand the supplied drawing for execution on site.

CE426.1

EXAMINATION SCHEME

Examination


Maximum Marks ** 50 25 75

Contact Hours ** 4 ** 4

MAPPING OF COs-POs

POs

COs 01 02 03 04 05 06 07 08 09 10 11 12

CE426.1 3 3 3 3 2 1 1

CE426.1 3 3 3 2 2 1 1

CE426.1 3 3 2 1

CE426.1 3 3 2 1

CE426.1 2 3 2 1

18 | P a g e


COURSE CONTENTS

Chapter


I

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 sq mt.) 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) Design of footing (Raft foundation /pile foundation)

3. Analysis and design of RCC framed structure using software

9 Hrs.

REFERENCES

Books

20. IS 456-2000, Relevant Special publications of BIS

21. Limit state theory and Design –Karve and Shah , Structures publications , Pune

22. Reinforced Concrete Design – Limit state - A.K. Jain Nem Chand brothers Roorkee

23. Fundamentals of Reinforced Concrete –Sinha and Roy, S. Chand and company Ltd. Ram Nagar, New

Delhi

24. Limit State Design of reinforced concrete P.C.Varghese, Prentice Hall, New Delhi

25. Reinforced Concrete Design- B.C. Punmia Laxmi publications New Delhi

26. Reinforced Concrete Design-M. L. Gambhir-Mc millan India Ltd. New Delhi

E-books/E-Links

10. Reinforced Concrete Design by S Unnikrishna Pillai and Devdas Menon

11. Reinforced Concrete Design: Principles and Approach: Google Books

12. Reinforced Concrete: Limit State Design: Ashok K Jain: Google Books


10. Introduction, Different design philosophies, various limits states:

https://nptel.ac.in/courses/105105105/1

11. Limit state of collapse (flexure): https://nptel.ac.in/courses/105105105/6

12. Limit state of collapse (shear and bond): https://nptel.ac.in/courses/105105105/13

13. Limit state of serviceability: https://nptel.ac.in/courses/105105105/30

14. Design of slabs: https://nptel.ac.in/courses/105105105/14

15. Design of Simply Supported Dog legged staircase: https://nptel.ac.in/courses/105105105/26

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16. Analysis and Design of Columns: https://nptel.ac.in/courses/105105105/19

17. Design of isolated rectangular column footing: https://nptel.ac.in/courses/105105105/24

LIST OF TERM WORK

Exp. No.

Experiment Title

A. Beyond Syllabus Activity

1. At least one site visit to be conducted to show the onsite detailing.



Department of CIVIL ENGINEERING

COURSE PLAN

Course Code CE424-67750 Course Name Transportation Engg II

Prepared by Mr. V.A.Patil Date 21/05/2018(AY-2018-19)

Verified by Mr. S.P.Narvekar(HOD Civil) Approved by Academic Coordinator/

Principal

Objective

To learn town planning with zoning regulation as well as component parts of railway

engineering with its stations and yards are studied. Detailed study of bridge and

classification along with the components are focused through this subject.

COURSE OUTCOMES


Sr. No. CO CO No.

18. 2To explain importance of urban and rural development CE 424.1

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19. 2To explain growth pattern and zoning of land CE 424.2

20. 4To analyze development control rules with respect to town planning CE 424.3

21. 2To explain component parts of rail way and different types of stations and

yards

CE 424.4, CE

424.5

22. 4To classify different types of bridges and component parts of bridges CE 424.6

EXAMINATION SCHEME

Examination


Maximum Marks 100 - 100

Contact Hours 03

MAPPING OF COs-Pos

POs

COs 1 2 3 4 5 6 7 8 9 10 11 12

CE 414.1 1 2 2

CE 414.2 2 3 1

CE 414.3 1 2 3

CE 414.4 1 3 2

CE 414.5 3 2 1

CE 414.6 3 2 1


COURSE CONTENTS

Chapter


I

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

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II

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

08

III

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

IV

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

V

a) Signaling 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

VI

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

Evaluation Scheme Evaluation Scheme Evaluation Scheme Evaluation Scheme

Section I

Section II







REFERENCES

Books

1 Town and country Planning-G.K. Hiraskar& K. G. Hiraskar, By DhanpatRai Publication (p) Ltd., 22

Ansari Road, Dariyaganj New Delhi.

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2 Town and country Planning- N.K. Gandhi

3 Town Planning- S.C.Rangawala, Charotar Publications, Pune

4 MRTP Act 1966

5 Land Acquisition Act - 1894

6 Urban Pattern by Gallion, Eisner

7 Rural development Planning – Design and method :Misra S.N., Satvahan Publications New Delhi

8 Economic development in Third world: Todaro Michael, Orient Longman Publication, New- delhi

Data Manuals

6. NILL

E-books/E-Links

13. https://www.youtube.com/watch?v=zEmDBALBW18


18. https://nptel.ac.in/courses/124107001/16

19. https://nptel.ac.in/courses/105107123/30

LIST OF EXPERIMENT

Exp. No.

Experiment Title

A. Practical Exercise CO No.

1 NILL

B. Field projects

1 NILL

C. Beyond Syllabus Activity

1. Zoning work of expanded area of Gadhinglaj nagarpalika


Unit- I (Assignment 1) Introduction to town planning 16 to 24 Marks

Que.

No. Question

CO No. Remark

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1 Write principal of town planning, scope of it? CE 424.1

2 Explain importance of Town planning? CE 424.1

3 Explain Contribution of different planners in town planner CE 424.1

4 State the difference between the first and third generation of

computers CE 424.1

Unit- II (Assignment 2) Design of Town 16 to 24

Marks

1 Explain different growth patterns of town. CE 424.2

2 Enlist urban traffic and town problems. CE 424.2

3 State different lay outs of residential areas CE 424.2

Unit- II (Assignment 3) Town planning rules and Acts 16 to 24 Marks

1 Explain Land acquisition act. CE 424.3

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

Act. CE 424.3

3 Explain Multilevel planning CE 424.3

4 Explain different town planning works carried out in town. CE 424.3

5 Explain multilevel planning CE 424.3

6 Explain village planning. CE 414.3

Unit- IV (Assignment 4) Railway Engineering 16 to 24 Marks

1 Explain components of pavements. CE 424.4

2 Explain Geometry of railway. CE 424.4

3 Explain signaling system. CE 424.4

4 Explain geometric design of yards. CE 424.4



Unit- V (Assignment 5) Railway Engineering 16 to 24 Marks



3 Explain signaling system. CE 424.5



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Unit- VI (Assignment 6) Bridge Engineering 16 to 24 Marks

1 Write classification of bridges. CE 424.6

2 Write note on bridge loading. CE 424.6

3 Note on Design of bridges. CE 424.6

4 Explain types of Bridges, classification of Bridges CE 424.6

5 Define Site selection of bridges. CE 424.6

6 Write note on location of piers and abutments. CE 424.6

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