Shivaji University, Kolhapur. Civil Engineering B.E ... · PDF fileCO8 Design Isolated...

1

Shivaji University, Kolhapur.

Civil Engineering

Scheme of Teaching & Examination

B.E. (Semester-VII)

Sr.

No.

Subject Teaching Scheme per Week Examination (Marks)

L P T D Total Theory

Paper

TW POE OE Total

1 Design of Concrete

Structures-I

4 - - - 4 100 - - - 100

2 Quantity Survey

and Valuation

4 4 - - 8 100 50 - 25 175

3 Earthquake

Engineering

3 2 - - 5 100 25 - - 125

4 Transportation

Engineering

4 2 - - 6 100 25 - 25 150

5 Elective-I 3 2 - - 5 100 25 - 25 150

6 Project Work - 2 - - 2 - 75 - - 75

7 Report on Field

Training

- - - - - - 25 - - 25

Total 18 12 - - 30 500 225 - 75 800

2

Course Plan

Course Design of concrete structures-I Course Code 47901

Examination

Scheme

Theory Term Work POE Total

Max. Marks 100 00 00 100

Contact

Hours/ week

4 00 -- 4

Prepared by Mr. V.G. Khurd Date 15/6/2015

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

mechanics like shear force, bending moment, stress, stain etc; properties of

concrete and reinforcing steel.

Course Outcomes

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

CO1 Explain the properties of concrete, steel , behavior of RCC and Design

philosophies.

CO2 Analyze and design Singly and Doubly reinforced beam sections

CO3 Extend the concept shear, bond, development length and design the shear

reinforcement

CO4 Explain the limit state of serviceability

CO5 Design one way and two way slab

CO6 Design simply supported and Dog legged stair.

CO7 Analyze and design axially and Eccentrically loaded columns.

CO8 Design Isolated rectangular footings.

Mapping of COs with POs

POs

COs

a b c D E f G h i j k l

CO1 √ √

CO2 √ √ √

CO3 √ √ √

CO4 √ √ √ √

CO5 √ √ √ √

CO6 √ √ √ √

CO7 √ √ √ √

CO8 √ √ √ √

3

Course Contents

Unit No. Title No. of

Hours

Section I

1. Introduction- Stress strain behavior of concrete and steel, Behavior of

RCC, Permissible stresses in steel and concrete, Design philosophies,

Various limits states, Characteristics strength and Characteristic load,

Load factor, Partial safety factors.

06

2. Limit state of collapse (flexure): Analysis and Design of Singly and

Doubly Reinforced rectangular sections, Singly reinforced T and L

beams.

08

3. Limit state of collapse (shear and bond): Shear failure, Types of Shear

reinforcement, Design of Shear reinforcement, Bond-types, Factors

affecting bond Resistance, Check for development length.

06

4 Limit state of serviceability: Significance of deflection, IS

recommendations, Cracking-classification and Types of Cracks, Causes

mechanism, and IS recommendations

04

Section II

5. Design of slabs: One way, Two way with different support conditions as

per IS:456, Cantilever slab

05

6. Design of staircases; Types of staircases, Design of Simply Supported

and Dog legged staircases

05

7. Analysis and Design of axially and eccentrically (uni-axial) loaded

circular and rectangular columns, Interaction diagram, Circular column

with helical reinforcement

07

8. Design of isolated rectangular column footing with constant depth

subjected to axial load and moment, Design of combined rectangular

footing

07

Reference Books:

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

01 IS 456-2000 Bureau of Indian

standards

1 to 8

02 Limit state theory and Design

Karve and Shah Structures

publications ,

Pune

1 to 8

03 Reinforced Concrete Design

Limit state - brothers Roorkee

A.K. Jain

Nemchand

brothers Roorkee

1 to 8

04 Fundamentals of Reinforced

Concrete.

Sinha and Roy, S. Chand and

company Ltd.

Ram Nagar, New

Delhi.

1 to 8

4

05 Limit State Design of reinforced

concrete,

P.C.Varghese Prentice

Hall, New Delhi

1 to 8

06 Reinforced Concrete Design-

B.C. Punmia Laxmi

publications

New

Delhi

1 to 8

07 Reinforced Concrete Design

M. L. Gambhir- Mcmillan India

Ltd.

New Delhi

1 to 8

08 Special publications -16 Bureau of Indian

standards

2,3, 5 to

8

Scheme of Marks

Section Unit No. Title Marks

I

1 Introduction 06

2 Limit state of collapse (flexure) 36

3 Limit state of collapse (shear and bond) 17

4 Limit state of serviceability 06

II

5 Design of slabs: 16

6 Design of staircases 17

7 Analysis and Design of columns 16

8 Design of isolated column footing 17

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in

No. Title CAT-I CAT-II

I

1 Introduction CO1 4 questions

with mixing

subquetions

from unit

1,2,3,4

2 Limit state of collapse

(flexure)

CO2

3 Limit state of collapse (shear

and bond)

CO3

4 Limit state of serviceability CO4

II

5 Design of slabs: CO5 4 questions

with mixing

subquetions

from unit

5,6,7,8

6 Design of staircases CO6

7 Analysis and Design of

columns

CO7

8 Design of isolated column

footing

CO8

5

Unit wise Lesson Plan

Section I

Unit No 01 Unit Title Introduction Planned

Hrs.

06

Unit Outcomes

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

UO1 Explain Stress strain behavior of concrete and steel CO1

UO2 Extend design philosophies in R.C.C. CO1

UO3 Explain various limit states CO1

Lesson schedule

Class No. Details to be covered

1 Concept of RCC, Stress strain behavior of concrete and steel

2 Behavior of RCC elements , permissible stresses in concrete and steel

3 Design Philosophies

4 Limit state method, Various limit states

5 Comparison between methods of design

6 Characteristic strength, Load, Load factor & Partial factor of safety.

Review Questions

Q1 Explain Stress- stain behavior of concrete and steel CO1

Q2 Differentiate between working stress method and limit state method. CO1

Q3 Define the terms (i) Factored Load (ii) Limit state of serviceability

(iii)Characteristic strength of concrete and steel ( iii) Limit state of

collapse.

CO1

Q4 Write note on partial safety factors. CO1

Unit No 2 Unit Title Limit state of collapse (flexure) Planned

Hrs.

08

Unit Outcomes


UO1 Analyze and Design Singly reinforced beams CO2

UO2 Analyze and Design doubly reinforced beams CO2

UO3 Analyze and Design singly and doubly reinforced L & T beams CO2

Lesson schedule


1 Limit state of collapse Assumptions and codal provisions

2 Analysis of singly reinforced beams

3 Design of singly reinforced beams

4 Analysis of doubly reinforced beams

5 Design of doubly reinforced beams

6 Analysis of singly reinforced T & L Beam sections

7 Design of L & T Beams

8 Design problems on doubly reinforced and L ,T beams

Review Questions

6

Q1. Write the assumptions of Limit state design in flexure CO2

Q2 Describe the modes of failure in beams and based on that types of

sections

Q3 Derive the parameters Xumax, Mu lim., Pulim, for M20 concrete & Fe

415 steel

CO2

Q4 Derive stress block parameters for under-reinforced section. CO2

Q5 A beam section 300mmx500mm deep is reinforced with a tension

reinforcement of 3000sqmm, at an effective cover 30mm. Determine

the ultimate moment of resistance of beam section. Use m20 concrete

and Fe 415 steel.

CO2

Q6 Design a singly reinforced beam with span of 5m to carry a dead load

of 25KN/m and a working Live load 20KN/m. Use M20 concrete and

Fe500 steel.

CO2

Q7 A rectangular beam section 300mmx600mm(effective) deep is

reinforced with a tension reinforcement of #20 – 5Nos and compression

steel of 16 mm- 4 Nos. The compression steel has an effective cover

50mm. Determine the ultimate moment of resistance of beam section.

Use m20 concrete and Fe 415 steel.

CO2

Q8 A concrete beam has 300mm breadth and 500mm effective depth .

Design the beam if it is subjected to a superimposed B.M. of 200KN-m

. Use M20 concrete and Fe 500 steel.

CO2

Q9 Find the moment of resistance of a T beam having the following data

(i)Width of rib = 230mm, (ii) Effective Span of beam = 6.0m

(iii) Effective depth of beam = 450mm, (iv) Depth of slab= 120mm

(v) Tensile steel Area = 2000mm2, Use M20 Concrete and Fe 500

steel.

CO2

Q10 Design a T beam for the following data:

(i)Effective span= 8m , (ii) spacing of beams = 3.3m

(iii)Thickness of slab= 130mm (iv) Width of web= 300mm

(v)Total Depth = 450mm (vi) Live load on floor = 10KN/m2

(vii) Floor finish load = 0,75 KN/m2 (viii) Load of partition wall on

beam = 12 KN/m

CO2

Unit No 3 Unit Title Limit state of collapse (flexure) Planned

Hrs.

05

Unit outcomes


UO1 Explain the concept of shear , bond and development length CO3

UO2 Design the beams for shear. CO3

UO3 Compute development length and include in detailing. CO3

Lesson schedule

Class

No.

Details to be covered

1 Limit state of collapse concept of shear & shear failure

2 Types of shear reinforcement and Design for shear

7

3 Bond – Types and Bond stress

4 Factor affecting Bond resistance

5 Check for Development length

Review Questions

Q1 Describe modes of shear failure CO3

Q2 Explain the factors affecting shear resistance of a RCC member. CO3

Q3 Describe IS recommendations regarding Shear reinforcement. CO3

Q4 A RCC beam supports a Total UDL of 160 KN. The beam has 200mm

width and 360mm effective depth. Determine the spacing of 8mm dia.

Vertical stirrups. In addition to two main reinforcing bars of 16mm bent

up at 450 to resist shear. Use M20 concrete and Fe 415 steel.

CO3

Q5 Describe the types of bonds CO3

Q6 Derive expression for development length. CO3

Q7 Write note on bond and development length. CO3

Unit No 4 Unit

Title

Limit state of serviceability Planned

Hrs.

04

Unit outcomes


UO1 Explain Limit state of serviceability CO4

UO2 Apply IS recommendations to control cracks, Deflection and Vibration CO4

Lesson schedule

Class

No.


1 Limit state of serviceability

2 Deflection, IS Recommendations

3 Cracks –Classification, types and causes

4 Control of cracks, deflection and Vibration.

Review Questions

Q1 Write note on Limit state of serviceability CO4

Q2 Explain IS: 456 Guidelines for control of deflection CO4

Q3 Enlist the types of cracks and write about the limit of cracking: IS

recommendations.

CO4

Q4 Explain how can you control cracking of reinforced concrete structural

elements.

CO4

Section II

Unit No 05 Unit Title Design of slabs: Planned

Hrs.

05

Unit Outcomes


UO1 Design one way slab CO5

UO2 Design two way slab CO5

Lesson schedule

8


1 Slab classification and behavior.

2 Design of one way slab

3 Two way slab, concept and design by IS Code Method

4 Design of two way slab problems

5 Design of cantilever slab

Review Questions

Q1 Design a RCC floor slab for a room having inside dimensions 3.5mX

7.5m and supported on all sides by a 30cm thick brick wall. The

superimposed load may be taken as 3 KN/sqm. Use M20 mix & HYSD

bars.

CO5

Q2 Design a simply supported slab to cover a room with internal

dimensions 4.5m x 5.5m and 230mm thick walls all around. Assume a

live load of 3.0 KN/sqm and floor finish of 1KN/sqm. Use M20 concrete

and Fe 415 steel. Assume that the slab corners of slab are free to lift.

CO5

Q3 Design the cantilever slab of effective span 1200mm subjected to

uniformly distributed imposed loads 5 kN/m2

using M 20 and Fe 415.

The load of floor finish is 0.75 kN/m2

. The width of the support is 300

mm.

Unit No 6 Unit Title Design of staircases Planned

Hrs.

05

Unit Outcomes


UO1 Classify the stairs based on structural Action CO6

UO2 Design Simply supported and dog legged staircase CO6

Lesson schedule


1 Classification of stairs and structural behavior

2 Analysis and design of stairs

3 Design of simply supported stair

4 Design of dog legged stair

5 Design problem on stair case.

Review Questions:

Q1 The main stair of office building has to located in a stair measuring

3.50mx5.50m. The vertical distance between the floors is 3.75m.

Design the dog-legged stair. The live load on the stair is 3KN/Sqm. Use

M20 concrete and Fe500 steel.

CO6

Q2 Design the waist-slab type of the staircase. The waist-slab and landing

slab are spanning longitudinally. The width of stair 1200mm landing

width 1200mm and floor to floor height is 3200mm.The finish loads

and live loads are 1 kN/m2

and 5 kN/m2

, respectively. Use riser R = 160

mm, trade T = 270 mm, concrete grade = M 20 and steel grade = Fe

CO6

9

415.

Unit No 7 Unit Title Analysis and Design of Columns Planned

Hrs.

07

Unit outcomes


UO1 Analyze and design axially loaded columns CO7

UO2 Design of eccentrically loaded columns CO7

UO3 Apply Interaction diagrams in column design. CO7

Lesson schedule

Class

No.


1 Types of columns

2 Analysis and design of axially loaded columns

3 Design of axially loaded circular column with helical reinforcement.

4 Interaction diagrams development and application

5 Design of eccentrically loaded columns

6 Design of column subjected to uniaxial bending

7 Design of column subjected to Biaxial Bending.

Review Questions:

Q1 Classify the columns separately based on loadings and slenderness

ratios

CO7

Q2 Derive the expression of determining the pitch of helix in a short axially

loaded spiral column which satisfies the requirement of IS 456.

CO7

Q3 Design a square, short tied column of b = D = 500 mm to carry a total

factored load of 4000 kN using M 20 and Fe 415. Draw the

reinforcement diagram.

CO7

Q4 Design a short spiral column subjected to Pu

= 2100 kN and Mu

= 187.5

kN-m using M 25 and Fe 415. The preliminary diameter of the column

may be taken as 500 mm.

CO7

Q5 Design a short helically reinforced column of unsupported length 3.8m

to carry a axial service load of 1200Kn. Use M25 concrete and Fe 415

grade steel. Sketch the reinforcement details.

CO7

Q6 Write a note on Pu-Mu Interaction Diagram CO7

Q7 Design a short axially loaded column 400x400mm to support a service

load of 1100KN. Use M20 concrete and Fe 415 steel.

CO7

Q8 Design a short column for the following data

Colum size= 350x450mm , Factored Load = 1200KN

Factored moment acting parallel to the larger dim. Mux=100KN

Factored moment acting parallel to the shorter dim. Muy=80KN

CO7

Unit No 8 Unit

Title

Design of isolated column footing Planned

Hrs.

07

Unit outcomes


10

UO1 Explain the types of footing and factor affecting the design CO8

UO2 Design Isolated footing subjected to axial force and moment. CO8

UO2 Design combined footing CO8

Lesson schedule

Class

No.


1 Footing types and factors affecting design

2 Design of rectangular footing subjected to axial load only

3 Design of rectangular footing subjected to axial load and moment.

4 Concept of combined footing

5 Design of combined footing

6 Problem on design of footings.

7 Revision of syllabus and discussion

Review Questions:

Q1 Describe the IS recommendations for design of footing. CO8

Q2 Describe design criteria for combined footing. CO8

Q3 Design an isolated squre footing with uniform thickness for the

column of size 350x350mm carrying an axial load of 800KN. The

SBC of soil is 200Kn/sqm. Use M20 Concrete and Grade Fe 415

steel.

CO8

Q4 Design a rectangular Isolated sloped footing for a column of

360x660mm carrying an axial load of 2500KN. The SBC of soil is

280 KN/Sqm .Use M25 Concrete & Fe 415 steel. Sketch the

reinforcement details.

CO8

Model Question Paper

Course Title : Design of concrete structures -I

Duration : 3 Hrs Max.

Marks

100

Instructions:

1. Solve any three questions from each section

2. Figure to right indicates full marks.

3. Use of non-programable calculator & relevant IS 456:2000

Section-I

Marks

1 a Define the terms (i) Factored Load (iii)Characteristic strength of

concrete and steel ( iii) Limit state of collapse.

06

b A beam section 230mmx450mm deep is reinforced with a tension

reinforcement of 1600 sqmm, at an effective cover 30mm. Determine

the ultimate moment of resistance of beam section. Use m20 concrete

and Fe 415 steel

10

11

2 a

Design a T beam for the following data:

(i)Effective span= 8m , (ii) spacing of beams = 3.3m

(iii)Thickness of slab= 130mm (iv) Width of web= 300mm

(v)Total Depth = 450mm (vi) Live load on floor = 10KN/m2

(vii) Floor finish load = 0,75 KN/m2 (viii) Load of partition wall on

beam = 12 KN/m

17

3 a Write note on bond and development length 04

b A RCC beam supports a total UDL of 160 KN. The beam has 200mm

width and 360mm effective depth. Determine the spacing of 8mm dia.

Vertical stirrups. Use M20 concrete and Fe 415 steel.

12

4 a Explain IS: 456 Guidelines for control of deflection 04

b A concrete beam has 300mm breadth and 500mm effective depth .

Design the beam if it is subjected to a superimposed B.M. of 200KN-

m . Use M20 concrete and Fe 500 steel.

13

Section-II

Marks

5 a

Design a simply supported slab to cover a room with internal

dimensions 4 m x 5.5m and 230mm thick walls all around. Two

adjutant edges of slab are discontinues. Assume a live load of 3.0

KN/sqm and floor finish of 1KN/sqm. Use M20 concrete and Fe 415

steel. Assume that the slab corners of slab are free to lift.

16

6 a

b

The main stair of office building has to located in a stair measuring

3.00mx5.00. The vertical distance between the floors is 3.75m. Design

the dog-legged stair. The live load on the stair is 3KN/Sqm. Use M20

concrete and Fe500 steel.

17

7. a Write a note on Pu-Mu Interaction Diagram 04

b Design a short axially loaded column to support a service load of

1000KN. Use M20 concrete and Fe 415 steel.

12

8 a Design a rectangular Isolated sloped footing for a column of

300x750mm carrying an axial load of 2500KN. The SBC of soil is 280

KN/Sqm .Use M25 Concrete & Fe 415 steel. Sketch the reinforcement

details

17

Course Plan

Course Quantity surveying and valuation Course Code 47902

12

Examination

Scheme


Max. Marks 100 50 25 175

Contact

Hours/ week

4 4 -- 8

Prepared by Mr.N.M.Patil Date 15/6/2015

Prerequisites This course requires the student to know about the basic of mathematics, market

knowledge, detail of building components and engineering economy.

Course Outcomes


CO1 prepare building estimate by various methods

CO2 explain and compare various types of contracts and its suitability to carry out

work

CO3 explain methods of valuation in civil engineering

CO4 acquire knowledge about tendering procedure


POs

COs

a b c d E f G h i j k l

CO1 √ √

CO2 √ √ √

CO3 √ √ √

CO4 √ √ √

Course Contents


Hours

Section I

1. a) General introduction to Quantity surveying – purpose of estimates.

Types of estimates, various items to be included in estimates. Principles

in selecting units of measurement for items, various units and modes of

measurement for different trades, administrative approval and technical

sanction to estimates. I.S. 1200, Introduction to D.S.R.

b) Specification- purpose and basic principle of general and detailed

specification

06

2. a) Prime cost, provisional sums and provisional quantities, taking out

quantity – Long wall - short wall, centre line method, Measurement and

abstract sheets and recording.

b) Analysis of rates, factors affecting the cost of materials, labor. Task

work, schedule as basis of labor costs. Plants and equipment –hour costs

based on total costs and outputs. Transports, Overhead charges, rates for

08

13

various items of construction of civil engineering works. Standard

schedule of rate, price escalation.

3. a) Detailed estimate of buildings, R.C.C works, culverts, earthwork for

canals. Roads including hill roads and other civil engineering works.

Preparation of schedule for steel as reinforcement.

b) Approximate estimates, purpose, various methods used for buildings

and other civil engineering works such as bridge, water supply,

drainage, road project, school buildings, industrial sheds.

c) Different method of executing work. Essentials of legally valid

contract, Contract between Engineer & Employers, Contract between

Employer & Contractor, Appointment & authority of Engineer for

execution of civil construction works, Category of contractor.

12

Section II

4. a) Competitive bidding, Local Competitive bidding, international

contracting, item rate contract, percentage rate contract & Lump – sum

contract. Tender document- invitation of tenders. Tender notice, tender

documents, Submission. Scrutiny and acceptance two envelop method.

Award of jobs. Various conditions to contracts. Rights and

responsibilities of parties of contracts.

b) Negotiated contracts, cost plus percentage, cost plus fixed fee, Cost

plus sliding scale of fees. Target as based on sharing risk and profits.

Turnkey contracts. More than two party contracts.

c) Introduction to non conventional contract such as B.O.T, B.O.O.T,

B.O.L.T

08

5. a) Principles of valuation, definition of value, price and cost. Attributes

of value, Different types of values- Book value, salvage value, scrap

value, replacement value, reproduction value, Market value, Potential

value, Distress value, Speculation value, Sentimental value.

Accommodation value. Essential characteristics of market value.

b) Valuer and his duties, purpose of valuation and its function. Factors

affecting the valuation of properties-tangible and intangible properties,

Landed properties- free hold and leasehold properties, different types of

lease.

06

6. a) Rental method of valuation. Form of rent, different types of rent,

standard rent.

b) Value of land, belting method of valuation, Valuation based on land

and building.

c) Development method of valuation for building estate.

d) Valuation on profit basis for lodges, cinema theatres, hotels, motels

etc. Valuation for rating purpose. Methods for assessing ratable value of

property. Rental method, Comparison method.

05

7. a) Valuation from yield and from life, gross yield and net yield,

outgoing, capitalized value, Year’s purchases-Single rate and dual rate,

reversion value of land, annuity-perpetual, deferred. Sinking fund.

b) Depreciation, different methods of calculating depreciation – straight

07

14

line method, declining balance method, sinking fund method, quantity

survey method. Depreciated cost, Obsolescence.

c) Introduction to Indian Arbitration and conciliation Act 1996.

Reference Books:


1 Estimating and Costing B. N. Dutta. DhanpatRai&

Sons

1,2,3,5,6,7

2 Elements of Estimating and

Costing

S. C. Rangwala Charotar

Publishing house

1,2,3,5,6,7

3 Civil Engineering Contracts and

Estimates

B. S. Patil Universities

Press Private Ltd

4

4

Estimating, Costing and

Specification in civil

engineering

Chakroborty - 1,2,3,5,6,7

Scheme of Marks


I 1 Estimates and its type 09

I 2 Taking off Quantity 26

I 3 Detailed Estimate 31

II 4 Contracts 17

II 5 Valuation and Types of Values 22

II 6 Types of Valuation 28

II 7 Valuation and its types 5

Course Unitization

Section

Unit

Course

Outcomes No. of Questions in


I 1 Estimates and its type CO1 1

2 Taking off Quantity/Rate

Analysis

CO2 2

II 3 Contracts CO2 2

4 Valuation CO3 2


Section I

Unit No 1 Unit Title Estimates and its type Planned 06

15

Hrs.

Unit Outcomes


UO1 Understand various types of Estimates

Lesson schedule

Class

No. Details to be covered

1 General introduction to Quantity surveying

2 Purpose of estimates, Types of estimates

3 Units of measurement, Complete Estimate

4 Rules for Measurement

5 Administrative Approval, Technical Sanction

6 Specification- General and Detailed

Review Questions

Q1 Explain the purpose of Estimates?

Q2 What are the different types of Estimates?

Q3 Explain the Units and Rules for measurement

Q4 Differentiate between General and detailed specifications?

Unit No 2 Unit Title Taking off Quantity Planned

Hrs.

08

Unit Outcomes


UO2 Understand the procedure Taking out quantity

Lesson schedule

Class

No. Details to be covered

1 Prime cost, provisional sums and provisional quantities

2 Taking out quantity -Centre Line Method

3 Long Wall Short Wall Method

4 Problems

5 Measurement and Abstract sheets

6 Analysis of rates

7 Problems

8 Problems

Review Questions

Q1 Explain Prime cost, provisional sums and provisional quantities with

example

Q2 Calculate the following Quantities by both methods

a) Earthwork in Excavation

b) Concrete in foundation

c) UCR in footing

d) Brickwork in Superstructure

16

Assume wall thickness as 30 cm

Q3 Perform rate analysis for Brickwork, RCC work, PCC.

Unit No 3 Unit Title Detailed Estimate Planne

d Hrs.

12

Unit Outcomes


UO3 Understand constituents of Detailed and Approximate Estimate

Lesson schedule

Class

No.


1 Approximate estimates, purpose

2 Approximate estimate for Building

3 Approximate estimate for Bridge, Water Supply, Drainage

4 Approximate estimate for Road project, School Building, Industrial Sheds

5 Detailed estimate of buildings, R.C.C works

6 Detailed estimate of Culverts

7 Earthwork for Canals

8 Preparation of schedule for steel as reinforcement

9 Different method of executing work

10 Contract – Introduction

11 Types of Contracts

12 Essentials of legally valid Contract

Review Questions

Q1 Explain the purpose of Approximate estimates.

Q2 Write in brief about Approximate estimate for Building, Bridge, Water

Supply, Drainage, Road project, School Building, Industrial Sheds.

Q3 Explain about Detailed estimate of buildings, R.C.C works, Culverts,

Earthwork for Canals

Q4 What are the steps involved in Preparation of schedule for steel as

reinforcement?

Q5 What are the Different methods of executing work?

Q6 Define Contract and its types.

Q7 What are the Essentials of legally valid Contract?

17

Section II

Unit No 4 Unit Title Detailed Estimate Planned

Hrs.

08

Unit Outcomes


UO4 Interpret Detailed estimate and its contents

Lesson schedule

Class

No.


1 Competitive bidding, Local Competitive bidding

2 Tender documents

3 Tender notice, tender documents

4 Submission. Scrutiny and acceptance of tenders

5 Various conditions to contracts

6 Some Important Terms in Contract

7 Types of Contracts

8 Introduction to non conventional contract

Review Questions

Q1 Explain different types of Biddings.

Q2 Explain in detail about various tender documents

Q3 Draft a tender notice for the construction of a civil hospital building with

estimated cost of Rs. 180 lac. Assume suitable data.

Q4 What is the procedure of submitting the tender?

Q5 Enlist different types of contracts.

Q6 What are the non conventional contracts?

Unit No 5 Unit Title Valuation Planned

Hrs.

06

Unit Outcomes


UO5 Understand the concept of Valuation

Lesson schedule

Class

No.


1 Principles of valuation, Definition of value, price and cost

2 Different types of values

3 Different types of values, Essential characteristics of market Value

4 Valuer and his duties, purpose of valuation and its function

5 Factors affecting the valuation of properties

6 Landed properties- free hold and leasehold properties, Types of Lease

Review Questions

Q1 Differentiate between value, price and cost.

Q2 What are the Different types of values?

Q3 What are the Essential characteristics of market Value?

18

Q4 What do you mean by Valuer and his duties?

Q5 What is the purpose of valuation and its function?

Q6 What are the factors affecting the valuation of properties?

Q7 Explain different types of Lease.

Unit No 6 Unit Title Types of Valuation Planne

d Hrs.

05

Unit Outcomes


UO6 Perform valuation of building by various methods of valuation

Lesson schedule

Class

No.


1 Rental method of valuation. Form of rent, different types of rent

2 Valuation based on land and Building

3 Belting method of valuation

4 Valuation on profit basis, Valuation for rating purpose

5 Development method of valuation for building estate

Review Questions

Q1 What are the various types of Rents?

Q2 Explain Rental method of Valuation.

Q3 What do you mean by Belting Method?

Q4 What is the development method of valuation for building estate?

Unit No 7 Unit Title Valuation and its types Planne

d Hrs.

08

Unit Outcomes


UO7 Perform valuation of building by various methods of valuation

Lesson schedule

Class

No.


1 Valuation from yield and from life, gross yield and net yield

2 Capitalized value, Year’s purchase.

3 Depreciation, different methods of calculation- Straight Line Method

4 Declining balance method, sinking fund method

5 Quantity survey method. Depreciated cost, Obsolescence

6 Problems

7 Problems

8 Introduction to Indian Arbitration and conciliation Act 1996

Review Questions

Q1 Calculate the sinking fund to be deposited every year for an equipment

which was purchased at Rs. 80,000/-. The life of the equipment is 8 years.

Assume salvage value as 10% of the original value and rate of interest 8%.

Q2 Calculate book value on 5th and 6th year of the concrete mixer purchased

19

at Rs. 80,000/-. The salvage value is 5% and life of mixer is 8 years. Use

declining balance method.

Q3 Write in detail: Arbitration.

Q4 What do you mean by Capitalized value and Year’s purchase?

Q5 Explain various types of Valuation methods.


Course Title : QUANTITY SURVEYING AND VALUATION

Duration: 4 Hours Max. Marks: 100

Section-I

Marks

1

20

2 a

15

3 a

10

b

5

4 a 5

20

b

5

c

5

Section-II

a

7

b

5

c

5

6 a

12

b

5

21

7

a

5

b

5

c

5

8

18

Assignments

All Batches 1) Detailed estimate for single story residential building

2) Preparing detailed estimate for any one of the following:

a) A stretch of a road about 1 Km. long including earthwork.

b) A reach of canal about 1 Km. long.

c) A factory shed of steel frame.

3) Valuation reports for building of residential purpose or commercial

purpose

4) Detailed specifications for minimum five civil engineering items.

(One each from Roads, Irrigation works, Water Supply & Sanitation

& three from buildings)

5) Rate Analysis of seven civil engineering items.

6) Schedule of reinforcement for anyone from the following

a) Beams & slab,

b) Staircase

c) Column & Column footing

7) Preparation of contract document for a small building.

Course Plan

Course Earthquake Engineering Course Code 49411

Examination

Scheme Theory Term Work POE Total

Max. Marks 100 25 -- 125

Contact 3 2 -- 5

22

Hours/ week

Prepared by Mr. C.S. Patil / Mr. V.S. Patil Date 15/6/2015

Prerequisites This course requires the student to know about the basic of applied mechanics,

fundamentals of vibration, building materials, statics etc.

Course Outcomes


CO1 explain the elements of seismology, plate tectonic theory, continental drift

theory, elastic rebound theory, seismic waves, magnitude and intensity

CO2 determine response of free and forced vibrations (harmonic loading) of single

degree of freedom systems

CO3 evaluate lateral loads due to earthquake on multistory buildings as per IS 1893

– 2002 (Part I)

CO4 explain planning aspects, load path, stiffness and strength distribution,

different structural system, liquefaction and settlement

CO5 design and detailing of Reinforced Concrete element such as beam, columns

and foundation using IS 13920

CO6 identify the functional role of unreinforced masonry and reinforced masonry,

RC bands, vertical reinforcement, openings during earthquake


POs

COs a b c d E F g h i j k l

CO1 √ √ √

CO2 √ √ √ √ √ √ √ √

CO3 √ √ √ √ √ √ √ √ √

CO4 √ √ √ √

CO5 √ √ √ √ √ √ √ √ √

CO6 √ √ √ √ √ √ √

Course Contents


Hours

Section I

1. Elements of seismology – terminology, structure of earth, causesof an

earthquake, plate tectonic theory, continental drift theory,

elasticrebound theory, seismic waves, magnitude and intensity,

methods ofmeasurement, energy released, seismograph, strong

05

23


Hours

motionearthquakes, accelogram, prominent earthquakes of India

2. Structural Dynamics - Fundamentals of theory of vibration, free and

forced vibrations(harmonic loading) of single degree of freedom

systems. Undampedandviscously damped vibrations, equations of

motion and solution, Generaldynamic loading Duhamel Integral,

earthquake response of SDOFsystem

08

3. Response spectrum theory - Earthquake response spectrum,tripartite

spectrum, construction of design response spectrum, effect

offoundation soil and structural damping on design spectrum,

evaluationof lateral loads due to earthquake on multistory buildings as

per IS 1893– 2002 Part I

07

Section II

4. Conceptual Design - Planning aspects, Load path, Stiffness

andstrength distribution, different structural system, liquefaction

andsettlement.

04

5. Earthquake Resistance Design Principles - Design

philosophy,Behavior of RC building, ductility and ductile detailing,

Design anddetailing of beam and columnby using IS 13920.

08

6. Masonry and Timber Structures - Behavior of unreinforcedmasonry

and reinforced masonry, RC bands, vertical reinforcement,openings,

Behavior of timber structures, connections, shear panelconstruction,

stud wall construction, Provisions of I.S. 4326 , Repairsand

strengthening of masonry and RC members.

08

Reference Books:


1 Dynamics of

Structures

A.K. Chopra Prentice Hall Publication 2, 3

2 Earthquake

Engineering

Manish Shrikhande Prentice Hall Publication 1, 3, 4,

5, 6

3 Structural Dynamics Mario Paz CBS Publication 2, 3

4 Earthquake Resistant

Structures

D.J. Dowrick Wiely

Publication

All

24

5 Dynamics of

Structures

R. M. Clough and

Ponian

McGraw Hill Co.New

Delhi

2, 3

Scheme of Marks


I 1 Elements of seismology 17

2 Structural Dynamics 34

3 Response spectrum theory 17

II 4 Conceptual Design 17

5 Earthquake Resistance Design Principles 34

6 Masonry and Timber Structures 17

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in


I 1 Elements of seismology CO1 --

2 Structural Dynamics CO2 01

3 Response spectrum theory CO3 01

II 5 Conceptual Design CO4

01

6 Earthquake Resistance

Design Principles CO5 01

7 Masonry and Timber

Structures CO6 --


Section I

Unit

No

01 Unit Title Elements of seismology Planned

Hrs.

05

Unit Outcomes


UO1 explain the elements of seismology, magnitude and intensity of

earthquake

CO1

25

UO1 elaborate plate tectonic theory, continental drift theory, elastic rebound

theory, seismic waves

CO1

Lesson schedule

Class

No.


1 Elements of seismology – terminology, structure of earth, causes of an earthquake,

2 Plate tectonic theory, continental drift theory, elastic rebound theory, seismic

waves

3 Magnitude and intensity, methods of measurement, energy released,

4 Seismograph, strong motion earthquakes, accelogram, strong motion earthquake

5 Prominent earthquakes of India

Review Questions

Q1 Explain how subduction zones from and what occurs at such a plate

boundary?

CO1

Q2 Write a note on Modified Mercalli Scale (MMS) CO1

Q3 Classify different types of earthquake CO1

Q4 Explain plate tectonic theory and its mechanism. CO1

Q5 Explain in details characteristics of strong motion CO1

Q6 Explain seismic waves with schematic diagrams. CO1

Q7 Explain in details methods of determine magnitude of earthquake CO1

Q8 Write a short note on elastic rebound theory CO1

Q9 Explain in detail Seismograph and its working principle CO1

Q10 Differentiate magnitude and intensity on an earthquake CO1

Q11 Differentiate (i) Seismograph Vs Seismogram (ii)S wave & Love wave

(iii) center of mass & center of stiffness

CO1

Q12 An earthquake causes an average of 2.6 m strike-slip displacement over a

75 km long, 22 km deep portion of a transformed fault. Assuming the

average rupture strength along the fault as 180 KPa, estimate the seismic

moment and moment magnitude of the earthquake

CO1

Unit

No

02 Unit Title Structural Dynamics Planned

Hrs.

08

Unit Outcomes


UO1 acquire and apply fundamental knowledge in the theory of vibration of

single degree of freedom systems

CO2

26

UO2 determine response of free and forced vibrations (harmonic loading) of

single degree of freedom systems

CO2

Lesson schedule

Class

No.


1 Fundamentals of the theory of vibration, mass, stiffness and damping of system

2 Equation of motion, response of undamped free vibration of SDOF system

3 Response of damped free vibration of SDOF system

4 Logarithmic decrement method to determine damping of SDOF system with

numerical.

5 Response of undamped forced vibration of SDOF system for harmonic loading

6 Response of damped forced vibration of SDOF system for harmonic loading

7 Dynamic Magnification Factors, resonance, forced transmitted to the base due to

harmonic loading

8 Response of SDOF system subjected to base moment, Duhamel Integral

Review Questions

Q1 Draw the response graph of undamped free vibration SDOF system.

Hence explain initial displacement, initial velocity, period and amplitude.

CO2

Q2 A dynamic system has maximum velocity of 200 mm/s and the natural

period of 1 sec. if the initial displacement is 10 mm, determine the

amplitude, initial velocity and maximum acceleration.

CO2

Q3 Show that the log – decrement is also given by the equation 𝛿 =1𝑛⁄ log(

𝑥0𝑥𝑛⁄ ) where, 𝑥𝑛 represents the amplitude after ‘n’ cycle have

elapsed.

CO2

Q4 A machine foundation weight 60𝑘𝑁. The spring constants is 11000

𝑘𝑁/𝑚 and dashpot (damper) constant C= 200 𝑘𝑁𝑠/𝑚

Determine a) whether the system is over damped, undamped or critically

damped b) logarithmic decrement c) damped natural frequency d) if the

initial displacement is 10 mm and initial velocity is zero, displacement at

t=0.1 sec.

CO2

Q5 An SDOF system of mass ‘m’ and stiffness ‘k’ is to be found to vibrate

with a natural frequency of 12𝐻𝑧. If the stiffness is decreased by

1000𝑁/𝑚 , the natural frequency is altered by 50%. Determine mass and

stiffness for the original system.

CO2

Q6 A dynamic system has maximum velocity 200 mm/s and natural period is

1 sec. If the initial displacement is 10 mm, determine the amplitude and

the initial velocity.

CO2

Q7 Compute the natural frequency in sideway for the frame shown in figure.

If the initial displacement is 25 mm and initial velocity is 25 mm/s, what

is the amplitude and displacement at t = 1 sec.

CO2

27

Q8 A SDOF vibrating system is having following parameters.

m = 200 kg, k = 160 N/m, c = 40 N – sec / m. Determine (i) the damping

factor (ii)the natural frequency of damped vibration (iii) logarithmic

decrement (iv) the ratioof two successive amplitudes & (v) the number of

cycles after which the originalamplitude is reduced to 50%.

CO2

Q9 Derive the equation of motion and its solution for forced undamped

vibration system.

CO2

Q10 A spring mass dashpot system having a spring of stiffness of 343 N/m.

the mass of 3.43 kg displaced 32 cm beyond the equilibrium position and

release to vibrate. Derive the equation of motion for the given system.

Assume damping coefficient = 13.72 N.s/m.

CO2

Q11 A SDOF system having the amplitude of vibration in successive cycleare

0.90, 0.45, 0.23, 0.11 units respectively. Determine damping ratio ofthe

system.

CO2

Q12 Find the natural frequency and natural period for the building frame

shown in the fig.During test the frame is given 50 mm initial lateral

displacement and released from the restto vibrate freely. Find the

displacement after 5 seconds and number of cycles whenamplitude

reduced to 1/10 of maximum. Consider 10% damping. Take =1.5𝑥1012𝑁𝑚𝑚 . Also determine displacement at t = 2 sec

CO2

Q13 The stiffness and damping characteristic of a dynamic system are to be

determining by a free vibration test. In this test, a mass of 18 kg is set

into free vibration by displacing to 25 mm through a hydraulic jack and

then suddenly released. At the end of 20 complete cycles, the elapse time

3 sec and the amplitude is 5 mm. Determine damping and stiffness of the

system.

CO2

Q14 Explain the phenomenon of resonance. CO2

Q15 A SDOF system consists of 5 m high column of 300 mm diameter

whichsupports the heavy mass of 20𝑡𝑜𝑛𝑛𝑒 at its top. The system is

subjected to aharmonic force of200𝑆𝑖𝑛50𝑡𝑘𝑁. Consider 20% damping

&𝐸 = 2.1𝑥105𝑁/𝑚𝑚2. Calculate the maximum dynamic amplitude.

Also state whether systemwill have resonance or not?

CO2

Q16 In an experiment to determine the damping characteristics of a system, a

viscously damped mass of 2 kg undergoes resonant amplitude of 1.40 m

with a period of 0.25 sec, when subjected to a harmonically excited force

of 245.25 N. Determine the damping coefficient.

CO2

Q17 What do you understand by multiple elastic forces in series and in

parallel? Derive expression for the equivalent stiffness in each case.

CO2

Q18 A spring mass (k1, m1) system has a natural frequency f1. Calculate the

valueof stiffness of other spring which when connected to k1 in series

decreases thefrequency by 50%.

CO2

Q19 Derive the equation of motion and its solution for forced damped

vibrationsystem.

CO2

Q20 A simply supported beam of negligible mass spanning 6 m supports a CO2

28

machine of50 kN at center with an unbalanced rotor applying a vertical

force of 60 sin 5 t kN.The damping force is 0.3 kN-s/m & Flexural

rigidity of beam is 25000 kN-m2.Determine (i) maximum amplitude of

vibration (ii) amplitude of vibration atresonance

Q21 It is required to determine the frequency and damping of a SDOF system

having mass of 2000 kg by forced vibration test. It is subjected to a

harmonic loading of amplitude 1000 N with gradually increase in

excitation frequency. It is observed that the resonance occur at an

excitation frequency of 54 rad/s and corresponding maximum

displacement is 20 mm. Determine a) Natural frequency b) damping ratio

c) damping coefficient d) stiffness of system

CO2

Q22 What do you understand by Dynamic Magnification Factors? CO2

Unit

No

03 Unit Title Response spectrum theory Planned

Hrs.

08

Unit Outcomes


UO1 construct earthquake response spectrum with respect to foundation soil

and structural damping on design spectrum,

CO3

UO2 evaluate lateral loads due to earthquake on multistory buildings as per IS

1893 – 2002 (Part I)

CO3

Lesson schedule

Class

No.


1 Theory of earthquake response spectrum and its uses.

2 Construction of tripartite spectrum and design response spectrum of SDOF

3 Numerical on evaluate response from design response spectrum

4 Effect of foundation soil and structural damping on design response spectrum

5 Evaluation of lateral loads due to earthquake on multistory buildings as per IS

1893 – 2002 (Part I)

6 Numerical on evaluation of lateral loads due to earthquake on multistory buildings

as per IS 1893 – 2002 (Part I)

7 Numerical on evaluation of lateral loads due to earthquake on multistory buildings

as per IS 1893 – 2002 (Part I)

Review Questions

Q1 A four storied square RC framed building shown in Fig. 1 with live load

4kN/m2 is to be constructed in Pune. Work out seismic forces on the

structure byseismic coefficient method using IS 1893. All beams and

columns size 300mmx 400 mm. Thickness of roof and floor slab 120 mm

thick. Wall is of 150 mmthick all around. Height of each floor 3m.

Density of concrete 25 kN/m3

CO3

29

Q2 Calculate base shear for BSNL office in Karadwith following data by

seismic coefficient method.

(a) No. of storey = 4 (b) No. of bay in x direction = 3(c) No. of bay in y

direction = 3 (d) storey height = 3 m (e) Width of each bay = 5 m (f)

Total DL on roof = 12 kN/m2(g) Total DL on floor = 10 kN/m2 (h) LL =

4 kN/m2(i) Thickness of slab = 120 mmNeglect weight of infill walls.

Assume suitable data if required. Write all your assumptions & clauses of

IS 1893(2002). Building is provided with additional viscous dampers

which will increasedamping by 3%.

CO3

Q3 The plane and elevation of a three-storied RCC school building is shown

in the figure. The building is located in seismic zone V. The type of soil

encountered is medium stiff and it is proposed to design the building with

a special moment resisting frame. The intensity of load is 8 kN/m2 and

the floors are to cater to an imposed load of 4 kN/m2. Determine the

design seismic loads on the structure by static analysis.

CO3

Q4 Figure shows the frame of a RC building to be constructed in Kerala. The

spacing of frames is 3.6 m c/c. The floor beams support 120mm thick

masonry wall. Compute the seismic forces.

Data: Size of column = 230mm x 400mm

Size of beam = 230mm x 500mm

CO3

30

Slab thickness = 120mm

Weight of concrete = 24 kN/m3

Weight of masonry = 19 kN/m3

LL on roof = 1.5 kN/m2

LL on floors = 5 kN/m2

Q5 For a four storeyed RCC office building located in zone V and resting on

hard rock, computetheseismic forces as per IS-1893-2002 equivalent

static procedure. Height of first is 4.2 m and theremaining three stories

are of height 3.2 m each. Plan dimensions (length and width) of

thestructure are 15 m x 20 m. The RCC frames are infilled with brick

masonry.Dead load on floor 12 kN/m2 on floors and 10 kN/m2 on roof.

Live = 4 kN/m2 on floors and 1.5kN/m2 on roof.

CO3

Q6 Plan and elevation of a four-storey reinforced concrete office building is

shown in Fig. 1.1. The details of

the building are as follows.

Number of Storey = 4

Zone = III

Live Load = 3 kN/m2

Columns = 450 x 450 mm

Beams = 250 x 400 mm

Thickness of Slab = 150 mm

Thickness of Wall = 120 mm

Importance factor = 1.0

Structure type = OMRF Building

Determine design seismic lateral load and storey shear force distribution.

CO3

31

Q7 Explain the method of construction of design spectrum at a site? CO3

Q8 What do you understand by response spectrum of an earthquake? How it

is constructed for a given earthquake?

CO3

Unit

No

04 Unit Title Conceptual Design Planned

Hrs.

04

Unit Outcomes


UO1 explain planning aspects, load path, stiffness and strength distribution,

different structural system, liquefaction and settlement

CO4

Lesson schedule

Class

No.


1 Philosophy of Earthquake resistant design

2 Planning aspects, Load path, different structural system

3 Stiffness and strength distribution, weak and soft story

4 liquefaction and settlement

Review Questions

Q1 Explain soft storey& discuss its performance of soft storey building

inpast earthquakes. How will you avoid soft storey?

CO4

Q2 Philosophy of Earthquake Resistant Design. Give four virtue of good

earthquake resistant design

CO4

Q3 Simplicity and symmetry is the key to making a building earthquake

resistant. Explain

CO4

Q4 What is effect of discontinuity in load path? CO4

Q5 Explain phenomena liquefaction and write remedial action taken to avoid

liquefaction effect?

CO4

Q6 How dose ductility affect overall behavior of the building? CO4

Q7 Explain how dose non structure element and choice of construction CO4

32

materials affect structural performance during earthquake?

Q8 Explain in what situation twisting of building occur during earthquake? CO4

Q9 Explain various irregularities found in the civil engineering

structuresfrom earthquake point of view.

CO4

Unit

No

05 Unit Title Earthquake Resistance Design

Principles

Planned

Hrs.

08

Unit Outcomes


UO1 explain design philosophy and behavior of RC building during

earthquake

CO5

UO2 design and detailing of Reinforced Concrete element such as beam,

columns and foundation using IS 13920

CO5

Lesson schedule

Class

No.


1 Earthquake Resistance Design Principles, Design philosophy,

2 Effect of structural irregularities on the performance of RC building during

earthquake

3 Ductility and ductile detailing of RC beam as per IS 13920

4 Ductility and ductile detailing of RC column as per IS 13920

5 Ductility and ductile detailing of RC beam & column connection as per IS 13920

6 Numerical on ductile detailing of RC beam as per IS 13920

7 Numerical on ductile detailing of RC column as per IS 13920

8 Ductile detailing of RC column foundation connection as per IS 13920

Review Questions

Q1 Explain ductile detailing of column as per IS 13920 – 1993. CO5

Q2 Explain concept of ductile detailing & explain factor affecting the

ductility ofstructures in detail.

CO5

Q3 Explain ductile detailing of beam as per IS 13920 – 1993 CO5

Q4 Write a short note on: 1) Bond between reinforcing bars and concrete 2)

effect of transverse reinforcement

CO5

Q5 Explain in brief principles of earthquake resistant design of RCC

member?

CO5

Q6 Explain general requirement of RCC member detailing? CO5

Q7 Explain the ductility requirement considerations in the earthquake

resistant design of the following with the help of neat sketches.

CO5

33

i) Flexural members

ii) Joints of frames

iii) Column foundation

Q8 What is short column effect? How it is to be avoided? CO5

Q9 What do you understand by confinement? Explain how confinement

increases the ductility of a RC member?

CO5

Q10 Explain the concept of strong column and weak beam? CO5

Unit

No

06 Unit Title Masonry and Timber Structures Planned

Hrs.

05

Unit Outcomes


UO1 identify the functional role of unreinforced masonry and reinforced

masonry, RC bands, vertical reinforcement, openings during earthquake

CO6

UO2 develop an awareness of the provisions of IS 4326 : Repairs and

strengthening of masonry and RC members

CO6

Lesson schedule

Class

No.


1 Behavior of unreinforced masonry and reinforced masonry during earthquake

2 Functional role of RC bands, vertical reinforcement, openings during earthquake

3 Behavior of timber structures, connections, shear panel construction, stud wall

construction,

4 Provisions of I.S. 4326 : Repairs and strengthening of masonry structure

5 Provisions of I.S. 4326 : Repairs and strengthening of RC members

Review Questions

Q1 Discuss the behavior of the following masonry walls in seismic regions.

(i) Unreinforced masonry wall(ii) Reinforced Masonry wall(iii) Infill

masonry wall.

CO6

Q2 Draw the detailed sketch of (i) Different ways of beam jacketing as IS

code and(ii) Placing of vertical bars and closed ties in columns as per IS

code.

CO6

Q3 With detail sketch explain the essential requirements to ensure box action

in amasonry building.

CO6

Q4 Explain failures of masonry structures observed in past earthquakes &

how willyou improve performance of masonry building.

CO6

Q5 Earthquake resisting features of unreinforced brick masonry structure. CO6

Q6 What is jacketing? Explain the jacketing of beams and column with

illustrativesketches.

CO6

34

Q7 Define RC band? At what level in a masonry building would you provide

them? Why?

CO6

Q8 Write a brief note on strengthening of masonry walls? CO6

Q9 Describe briefly with neat sketches: 1)Stud Wall Construction 2)Timber

Shear Panel Construction

CO6

Q10 Describe the construction procedure and precautions to be taken for

brick- nogged timber frame construction

CO6

Q11 What is the influence of opening in masonrybuilding?


Course Title : Earthquake Engineering

Time 3.00 Hrs Max. Marks 100

Instructions:

Attempt any three questions from each Section.

Figures to the right indicate full marks

Use of non-programmable calculator and I.S. 1893: 2002 (Part I) are

allowed.

Section-I Marks

1 a Differentiate (i) Seismograph Vs Seismogram (ii) S wave & Love

wave (iii) center of mass & center of stiffness

08

b An earthquake causes an average of 2.6 m strike-slip displacement

over a 75 km long, 22 km deep portion of a transformed fault.

Assuming the average rupture strength along the fault as 180 KPa,

estimate the seismic moment and moment magnitude of the

earthquake

09

2 a Draw the response graph of undamped free vibration SDOF system.

Hence explain initial displacement, initial velocity, period and

amplitude.

06

b A machine foundation weight 60𝑘𝑁. The spring constants is 11000

𝑘𝑁/𝑚 and dashpot (damper) constant C= 200 𝑘𝑁𝑠/𝑚

Determine a) whether the system is over damped, undamped or

critically damped b) logarithmic decrement c) damped natural

frequency d) if the initial displacement is 10 mm and initial velocity

is zero, displacement at t=0.1 sec.

11

3 a Derive the equation of motion and its solution for forced undamped

vibration system.

07

b A SDOF vibrating system is having following parameters.

m = 200 kg, k = 160 N/m, c = 40 N – sec / m. Determine (i) the

damping factor (ii) the natural frequency of damped vibration (iii)

10

35

logarithmic decrement (iv) the ratio of two successive amplitudes &

(v) the number of cycles after which the original amplitude is

reduced to 50%.

4 a Plan and elevation of a four-storey reinforced concrete office

building is shown in Fig. 1.1. The details of

the building are as follows.

Number of Storey = 4

Zone = III

Live Load = 3 kN/m2

Columns = 450 x 450 mm

Beams = 250 x 400 mm

Thickness of Slab = 150 mm

Thickness of Wall = 120 mm

Importance factor = 1.0

Structure type = OMRF Building

Determine design seismic lateral load and storey shear force

distribution.

17

Section-II Marks

5 a Philosophy of Earthquake Resistant Design. Give four virtue of good

earthquake resistant design

08

b Effect of structural irregularities on the performance of RC building

during earthquake

09

6 a Write a short note on: 1) Bond between reinforcing bars and

concrete 2) effect of transverse reinforcement

08

b Explain ductile detailing of beam as per IS 13920 – 1993 09

7 a Discuss the behavior of the following masonry walls in seismic

regions.

(i) Unreinforced masonry wall (ii) Reinforced Masonry wall (iii)

Infill masonry wall.

08

b With detail sketch explain the essential requirements to ensure box

action in a masonry building.

08

8 a What is short column effect? How it is to be avoided? 08

b What is jacketing? Explain the jacketing of beams and column with 09

36

illustrative sketches.

Course Plan

Course Transportation engineering Course Code 47904

Examination

Scheme Theory Term Work POE Total

Max. Marks 100 25 25 150

Contact

Hours/ week 4 2 -- 6

Prepared by Metkari M. A. Date 15/6/2015

Prerequisites Geotechnical Engineering

Course Outcomes


CO1 To Explain the concepts and principles of highway geometric deign and to

understand working of some apex institutes of highway engineering.

CO2 To Explain the concepts and principles of traffic engineering and traffic

safety.

CO3 To Understand procedures for design and analysis of rigid and flexible

pavements.

CO4 To Understand principles of highway construction and highway drainage as

per specifications provided by MoST/ MoRTH.

CO5 To Understand principles and basics of airport engineering.

CO6 To Understand principles and basics of tunnel engineering.

CO7 To Understand principles and basics of dock and harbour engineering.


POs a b c d E f G h i J k l

37

COs

CO1 √ √ √ √

CO2 √ √ √ √ √ √ √

CO3 √ √ √ √ √ √ √

CO4 √ √

CO5 √ √ √ √ √ √ √ √ √ √

CO6 √ √ √ √ √ √ √ √ √ √

CO7 √ √ √ √ √ √ √ √ √ √

Course Contents


Hours

Section I

1.

a) Introduction Scope of highway engg., Road development plans,

Recent developments – NHAI,NHDP,PMGSY,MSRDC, Highway

finance –BOT,BOT, Annuity, PPP, DBFO.

b) Highway Geometric Design: Terrain classification, Highway

Alignment-Definition, requirements, factors controlling alignment,

alignment of hill roads. Cross-sectional elements, sight distances,

horizontal alignment – super elevation, widening of pavement on

horizontal curve, Vertical alignment –gradient, vertical curves, design

problems.

07

2.

a) Traffic Engineering: traffic characteristics, traffic studies and

analysis, traffic control devices – road marking, traffic sign, traffic

signal, intersections.

06

3.

a) Pavement Design: Pavement types, components, functions, design

factors, Design of flexible pavements, CBR Method, IRC: 37-2001.

b) Design of rigid pavement: Westergaard’s analysis of wheel load

stress, temperature stresses. Types of joints and their functions, IRC:

58-2002 method of design.

06

38

4.

a) Highway Construction: Highway materials, WMM roads,

bituminous roads-BC, SDBC, DBM; concrete roads-DLC, PQC; soil

stabilized road, MOST specifications.

b) Highway Drainage: Necessity, surface and subsurface drainage,

maintenance and repairs.

06

Section II

5.

Airport Engineering

a) Introduction: Terminology, Airport Classification ICAO,

components of an aircraft, aircraft characteristics.

b) Airport Planning: Airport surveys, Site selection, Airport

Obstructions, layouts, zoning laws, Environmental considerations.

c) Air Traffic Control: VFR, IFR, Visual aids, airport lighting and

marking.

d) Runways: Orientation, wind rose, Basic runway length, Geometric

design, Airport capacity, Runway patterns.

e) Taxiways: Layout, geometrical standards, exit taxiways.

f) Terminal Buildings: Site selection, facilities, aprons, parking

systems.

06

6.

Tunnel Engineering

a) Introduction, consideration in tunneling, geological investigation,

tunnel alignment, tunnel shafts, pilot tunnels.

b) Tunneling in hard rock, (TBM).

c) Tunneling in soft materials: shield methods. Tunnel lining (rock

bolting and guniting), Safety measures, ventilation, lighting and

drainage of tunnels.

08

7.

Dock And Harbour Engineering

a) Introduction Inland water transport in India, tides , waves, erosion,

beach drift, littoral drift sand bars, coast protection, classification of

ports and harbours, sites selection, break waters, jetties, wharves

,piers, facilities required.

b) Types of dock, navigational aids, lighthouses, terminal buildings,

05

39

special equipments, containerization.

Reference Books:


01 Highway Engineering Khanna S.K. and

C.E.G. Justo

NemChand&

Bros., Roorkee.

1,2,3,4

02 Principles of Transportation

Engineering

ParthaChakroborty

and Animesh Das

Prentice-Hall

India, New Delhi

1,2,3,4

03 Pavement Analysis and Design Yang H. Huang Prentice-Hall 3

04 Airport Planningand Design Khanna S.K.,

Arora M.G. and

Jain S.S.

Prentice-Hall

India, New Delhi

5

05 Dock and Harbor Engineering Oza Chartor pub.

House

7

06 Dock, Harbor and Tunnel

Engineering

Shrinivasan Chartor pub.

House

6,7

07 IRC: 76-1979 – Tentative

Guidelines for Structural

Strength Evaluation of Rigid

Airfield Pavement

Indian Roads

Congress

IRC, New Delhi. 5

08 IRC: 85-1983 – Code of

Practice for Accelerated

Strength Testing and Evaluation

of Concrete Road and Air field

Constructions

Indian Roads

Congress

IRC, New Delhi. 3,5

09 IRC: 58-2002 (Second

Revision) – Guidelines for the

Design of Rigid Pavements for

Highways

Indian Roads

Congress

IRC, New Delhi. 3

10 IRC: 37-2001 – Guidelines for

the Design of Flexible

Pavements for Highways

Indian Roads

Congress

IRC, New Delhi. 3

Scheme of Marks

40


I 1 Unit 1: Introduction to Highway Engineering and

Highway Geometric Design

16/18

2 Unit 2: Traffic Engineering 16/18

3 Unit 3: Pavement Design 16/18

4 Unit 4: Highway Construction and Highway Drainage 16/18

II 5 Unit 5: Airport Engineering 16/18

6 Unit 6: Tunnel Engineering 16/18

7 Unit 7: Dock And Harbour Engineering 16/18

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in


I

1

Unit 1: Introduction to

Highway Engineering and


CO1 1

2 Unit 2: Traffic Engineering CO2 1

3 Unit 3: Pavement Design CO3 1

4

Unit 4: Highway

Construction and Highway

Drainage

CO4 1

II

5 Unit 5: Airport Engineering CO5 1

6 Unit 6: Tunnel Engineering CO6 1

7 Unit 7: Dock And Harbour

Engineering

CO7


41

Section I

Unit No 1 Unit Title Introduction to Highway Engineering and


Planned

Hrs.

07

Unit Outcomes


UO1 To know various government policies regarding development of roads. CO1

UO2 To understand concepts and methods of Highway Finance CO1

UO3 To understand basics of Highway Geometric Design. CO1

Lesson schedule


1 Introduction to Scope of highway engineering., Road development plans, Recent

developments – NHAI,NHDP,PMGSY,MSRDC

2 Highway Geometric Design: Terrain classification, Highway Alignment-

Definition, requirements, factors controlling alignment, of hill roads

3 Highway Geometric Design: Cross-sectional elements, sight distances

4 Highway Geometric Design: Horizontal alignment – super elevation, widening of

pavement on horizontal curve

5 Highway Geometric Design: Vertical alignment –gradient, vertical curves

6 Highway Geometric Design: Design Problems

7 Highway finance –BOT, BOOT, Annuity, PPP, DBFO.

Review Questions

Q1 Define objects of Highway Planning and explain empirical methods of

estimation of total unit cost of highway transportation.

CO1

Q2 How terrains are classified and write a note on factors affecting

controlling alignment of hilly roads.

CO1

Q3 What are cross sectional elements of Highway? Derive the formula for

overtaking sight distance and safe sight distance.

CO1

42

Q4 What is superelevation? Explain with neat sketch how a vehicle

negotiating horizontal curve is prevented from skidding or overtopping.

CO1

Unit No 2 Unit Title Traffic Engineering Planned Hrs. 06

Unit Outcomes


UO1 To understand concepts of traffic characteristics, traffic studies and

analysis.

CO2

UO2 To learn various traffic control devices used for controlling the traffic. CO2

Lesson schedule


1 Traffic Engineering: Traffic characteristics

2 Traffic Engineering: Traffic studies and analysis

3 Traffic Engineering: Traffic control devices

4 Traffic Engineering: Road marking, Traffic sign

5 Traffic Engineering: Traffic signal

6 Traffic Engineering: Traffic intersections

Review Questions

Q1 Write short note on traffic control devices. CO2

Q2 Explain parameters of traffic. CO2

Q3 What are the types of traffic signals? CO2

Q4 Explain importance of traffic signals and road markings. CO2

Unit No 3 Unit Title Pavement Design Planned Hrs. 06

Unit Outcomes


UO1 To design flexible pavement as per IRC 37:2001 CO3

43

UO2 To design rigid pavement as per IRC 58:2002 CO3

Lesson schedule


1 Pavement Design: Pavement types, components, functions, design factors

2 Design of flexible pavements, CBR Method

3 Design of flexible pavements: IRC: 37-2001.

4 Design of rigid pavement: Westergaard’s analysis of wheel load stress,

temperature stresses.

5 Types of joints and their functions

6 Design of rigid pavements: IRC: 58-2002 method of design.

Review

Questions

Q1 Explain factors affecting design of flexible pavement. CO3

Q2 What are the types of road pavement? Explain components of rigid

pavement.

CO3

Q3 Explain the factors which affect design of rigid pavement. CO3

Q4 Write design procedure as per IRC 37 to design flexible pavement CO3

Q5 Write design procedure as per IRC 58 to design rigid pavement CO3

Unit No 4 Unit Title Highway Construction and

Highway Drainage

Planned Hrs. 06

Unit Outcomes


UO1 To understand principles of highway construction procedure for various

layers of pavement as per specifications.

CO4

UO2 To understand importance highway drainage and means to achieve good

highway drainage.

CO4

Lesson schedule

44


1 Highway materials, WMM roads,;

2 Bituminous roads-BC, SDBC, DBM

3 Concrete roads-DLC,PQC

4 Stabilizedroad, MOST specifications.

5 Necessity of highway drainage, surface and subsurface drainage

6 Maintenance and repairs of highway drainage.

Review Questions

Q1 What is meant by DLC and PQC CO4

Q2 Write short note on MoST specifications for BC, SDBC, DBM CO4

Q3 What are the materials used for construction of highway? CO4

Q4 What is meant by stabilized roads? CO4

Q5 Explain necessity of providing highway drainage. Write short note on

surface and subsurface drainage

CO4

Section II

Unit No 5 Unit Title Airport Engineering Planned

Hrs.

06

Unit Outcomes


UO1 To understand principles of airport planning. CO5

UO2 To understand concepts of air traffic control. CO5

UO3 To understand concepts of planning and characteristics of runways,

taxiways and terminal buildings.

CO5

Lesson schedule


45

1 Introduction: Terminology, Airport Classification ICAO, componentsof an

aircraft, aircraft characteristics.

2 Airport Planning: Airport surveys, Site selection, AirportObstructions, layouts,

zoning laws, Environmental considerations.

3 Air Traffic Control: VFR, IFR, Visual aids, airport lighting andmarking.

4 Runways: Orientation, wind rose, Basic runway length, Geometricdesign, Airport

capacity, Runway patterns.

5 Taxiways: Layout, geometrical standards, exit taxiways

6 Terminal Buildings: Site selection, facilities, aprons, parkingsystems.

Review Questions

Q1 Explain site selection criteria for airport. CO5

Q2 What is meant by basic runway length? Which are the corrections to

modify basic runway length?

CO5

Q3 Explain wind rose diagram. CO5

Q4 Write short note on taxiway and terminal buildings CO5

Q5 Write short note on Visual aids, airport lighting and marking. VFR,

IFR.

CO5

Unit No 6 Unit Title Tunnel Engineering Planned Hrs. 08

Unit Outcomes


UO1 To understand concepts of geological investigations for tunnel and to fix

the alignment of tunnel

CO6

UO2 To learn various methods of tunneling in hard rock and soft materials. CO6

Lesson schedule


1 Introduction and consideration in tunnelling

2 Geological investigation,tunnel alignment, tunnel shafts, pilot tunnels

46

3 Tunnelling in hard rock



6 Tunnelling in soft materials: shield methods.

7 Tunnel lining (rockbolting and guniting), Safety measures in tunnel

8 Ventilation, lighting anddrainage of tunnels

Review Questions

Q1 What are the methods of tunneling in hard rock? CO6

Q2 Explain how to provide Ventilation, lighting anddrainage in pilot

tunnel.

CO6

Q3 Write short note on TBM CO6

Q4 What is meant by tunnel lining? CO6

Q5 Explain how alignment of tunnel is transferred from ground to actual

tunnel construction site.

CO6

Unit No 7 Unit Title Dock And Harbour Engineering Planned Hrs. 05

Unit Outcomes


UO1 To understand concept of navigational requirements for water transport. CO7

UO2 To understand basics of water break structures. CO7

UO3 To learn principles of navigational aids. CO7

Lesson schedule


1 Introduction Inland water transport in India, tides , waves, erosion,beach drift,

littoral drift sand bars, coast protection

2 classification ofports and harbours, sites selection, break waters

47

3 Jetties, wharves, piers, facilities required.

4 Types of dock, navigational aids, lighthouses

5 Terminal buildings,specialequipments, containerization.

Q1 What is meant by Breakwaters, jetties and wharves? CO7

Q2 Explain factors affecting site selection of dock yard. CO7

Q3 Write short note on tides, waves, erosion,beach drift, littoral drift sand

bars, and coast protection.

CO7

Q4 Write short notes on Types of dock, navigational aids, lighthouses,

Terminal buildings.

CO7


Course Title : TRANSPORTATION ENGINEERING

Duration 3 hours Max. Marks 100

Instructions:

1. Figures to the right indicate full marks.

2. Attempt any three questions from Section I and II.

3. Illustrate your answers with suitable sketches.

4. Use of non-programmable pocket calculator is permitted.

Section-I

Q. No Marks

1 Define objects of Highway Planning and explain empirical methods of

estimation of total unit cost of highway transportation.

16

2 a What are geometric design elements to be considered for a rural

highway, explain with cross of road and a sketch.

12

b What is superelevation? Explain with neat sketch how a vehicle

negotiating horizontal curve is prevented from skidding or overtopping.

04

48

3 a Enlist various traffic studies. Describe Enoscope with a neat sketch. 12

b With neat sketch explain the purpose of underpass and overpass for

divided expressway 2 lane or 4 lane.

04

4 a Describe the wheel load stress and temperature stress analysis by

Westerguaards methods for rigid pavements.

10

b With neat sketch explain functions of different type of concrete

pavement joints.

06

5 Write short notes on any three. 3*6=18

a Role of weep holes in stability of highway embankments or drainage.

b Warrants for signalization as per IRC 93-1985

c Concrete roads with DLC or PQC

d Sight distance on summit or valley curve.

e Role of plastic money and highway financing

f Highway drainage and gabions

g Optimum bitumen binder content in design of DBM or BM

h Factors affecting length of vertical curves.

Section-II

Q. No. Marks

6 a What are the factors to be considered in preliminary survey for airport

site location?

08

b Draw a neat sketch representing schematic functioning of an airport

with following amenities.

i. Terminal Building

ii. Apron

iii. Blast Fences

iv. Taxiway and runway

08

7 a How wind rose diagrams are developed. Explain the use of same. 08

b Define yaw, pitch and roll and explain the mechanism of flying of an 08

49

aircraft.

8 a Describe the methodology of transferring of center line through shaft in

alignment of a tunnel.

08

b What is tunnel lining? What are the materials used for tunnel lining

based on the purpose of tunnel.

08

9 a What are the factors to be considered in selection of site for dock yard? 08

b Factors to be considered in designing of breakwater and tetrapod. 08

8 Write short notes on any three. 3*6=18

a Geometric design standards of taxiways

b Zoning laws of airport

c Tunneling in hard rock.

d Ventilation and lighting in Pilot Tunnel

e Navigational aids and Light House

f Breakwaters, Jetties and Wharves.

g Mucking and dredging.

Assignments

Experiment No. 1

Experiment Title Aggregate Specific Gravity and Water absorption test

Batch I Aggregate Specific Gravity and Water absorption test

Batch II Aggregate Specific Gravity and Water absorption test

Batch III Aggregate Specific Gravity and Water absorption test

Batch IV Aggregate Specific Gravity and Water absorption test

Experiment No. 2

50

Experiment Title Aggregate Impact Test and Abrasion Test

Batch I Aggregate Impact Test and Abrasion Test

Batch II Aggregate Impact Test and Abrasion Test

Batch III Aggregate Impact Test and Abrasion Test

Batch IV Aggregate Impact Test and Abrasion Test

Experiment No. 3

Experiment Title Bitumen: Penetration and Softening Point Test

Batch I Bitumen: Penetration and Softening Point Test

Batch II Bitumen: Penetration and Softening Point Test

Batch III Bitumen: Penetration and Softening Point Test

Batch IV Bitumen: Penetration and Softening Point Test

Experiment No. 4

Experiment Title Bitumen: Flash and Fire Test

Batch I Bitumen: Flash and Fire Test

Batch II Bitumen: Flash and Fire Test

Batch III Bitumen: Flash and Fire Test

Batch IV Bitumen: Flash and Fire Test

Experiment No. 5

Experiment Title Bitumen: Ductility Test

51

Batch I Bitumen: Ductility Test

Batch II Bitumen: Ductility Test

Batch III Bitumen: Ductility Test

Batch IV Bitumen: Ductility Test

Experiment No. 6

Experiment Title Bitumen: Viscosity and Stripping Value Test

Batch I Bitumen: Viscosity and Stripping Value Test

Batch II Bitumen: Viscosity and Stripping Value Test

Batch III Bitumen: Viscosity and Stripping Value Test

Batch IV Bitumen: Viscosity and Stripping Value Test

Assignments

Assignment No. 1

Assignment Title Design of Flexible Pavement

Batch I Design the pavement for new 4 lane dual flexible carriageway with the

following data:

i) Initial traffic in each direction in the year of completion of

construction : If roll no <40; initial traffic = (50*Roll

No) cvpd

If roll no ≥40; initial traffic = (25*Roll No) cvpd

ii) Design life : (a) 10 years and (b)15 years

Batch II

Batch III

Batch IV

52

iii) Design CBR of sub-grade soil : 5% (If roll no <40)

: 8% (If roll no ≥40)

iv) Traffic growth rate : 8.5% (If roll no ≥40)

: 7.9% (If roll no <40)

v) Vehicle damage factor :4.5 sa/cv

vi) Distribution factor : 0.75

Assignment No. 02

Assignment Title Design of Rigid pavement

Batch I A cement concrete pavement is to be designed for a two lane Dual

carriageway National Highway in Maharashtra state. The total two way

traffic is (Roll No*50) commercial vehicle/day at the end of the

construction period. The design parameters are

i. Flexural strength of cement concrete = 45 kg/cm2

ii. Effective modulus of subgrade reaction of DLC sub base = 8

Kg/cm3

iii. Elastic modulus of concrete = 3 x 105 kg/cm2

iv. Poisson’s ratio = 0.15

v. Thermal coeff. Of concrete = 10 x10-6/ 0c

vi. Tyre pressure =8 kg/ cm2

vii. Rate of traffic increase = 8.2 % (for roll no. <40)

= 9.1% (for Roll no. ≥40)

viii. Spacing of contraction joint =4.5 m

ix. Width of slab = 3.5 m

Batch II

Batch III

Batch IV

53

Assignment No. 03

Assignment Title Airport Engineering

Batch I 1. Which are the aircraft characteristics used for planning of an

airport?

2. What are the obstructions for planning of an airport?

3. Write short note on wind rose diagram, terminal buildings,

Airport Classification ICAO, zoning laws, airport lighting and

marking, Airport capacity/

4. What do you mean by orientation of runway? What is basic

runway length? Explain runway correction factors.

5. Write short note on Runway patterns, Layout of taxiway, exit

taxiway, aprons, parking system for aircrafts

Batch II

Batch III

Batch IV

Assignment No. 04

Assignment Title Tunnel Engineering

Batch I 1. What are the shapes used in tunnels?

2. What are the methods of tunneling in hard rock?

3. Explain how to provide Ventilation, lighting and drainage in pilot

tunnel.

4. Write short note on TBM

5. What is meant by tunnel lining?

6. Explain how alignment of tunnel is transferred from ground to

actual tunnel construction site.

Batch II

Batch III

Batch IV

Assignment No. 05

Assignment Title Dock And Harbour Engineering

Batch I 1. What is meant by Breakwaters, jetties and wharves?

54

Batch II 2. Explain factors affecting site selection of dock yard.

3. Write short note on tides, waves, erosion, beach drift, littoral drift

sand bars, and coast protection.

4. Write short notes on Types of dock, navigational aids,

lighthouses, Terminal buildings.

Batch III

Batch IV

Lab Plan

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

Experiment

No

Experiment Title CO

Test on aggregates

1 Specific gravity and water absorption test CO1

2 Impact test CO1

3 Abrasion test CO2

Test on Bituminous materials

1 Penetration test CO3

2 Softening point test CO3

3 Flash and Fire point test CO4

4 Ductility test CO4

5 Viscosity test CO5

6 Stripping value CO5

Course Plan

Course Advance Structural Analysis Course Code

Examination

Scheme


Max. Marks 100 25 25 150

Contact

Hours/ week

3 2 -- 5

Prepared by Prof. R.M.Desai Date 15/6/2015

Course Outcomes


CO1 analyse indeterminate beams by influence line diagram.

CO2 Analyse determinate and indeterminate beam curved in plan.

CO3 Analyse the fixed arches by elastic center method

CO4 Determine bending moment diagram using approximate method.

CO5 Analyse secondary stresses in plane frame.

CO6 Analyse the space trusses by tension coefficient method

55

CO7 Analyse infinite and semifinite beams on elastic foundation

CO8 Understand concept of unsymmetrical bending and shear center.


POs

Cos

a b c d E F G h i j k l

CO1 √

CO2 √ √

CO3 √ √

CO4 √

CO5 √ √

CO6 √ √

CO7 √ √

CO8 √ √

Course Contents


Hours

Section I

1. Influence Line Diagrams : Muller Breslau Principle, I.L.D. for

Propped Cantilever, Fixed beam, Continuous beam.

05

2. Beams Curved in Plan : Determinate and Indeterminate beams

curved in plan

06

3. Fixed Arches : Analysis of fixed arches by Elastic Center Method 04

4. Approximate Method for Analysis : Analysis of Portal Frames

subjected to lateral loads-Portal Method , Cantilever Method

05

Section II

5. Analysis of Secondary Stresses in Plane Frames 04

6. Analysis of Space Trusses by Tension Coefficient Method 05

7. Beams on Elastic Foundations : Analysis of infinite and semi-infinite

Beams

06

8. Unsymmetrical Bending and Shear Center 05

Reference Books:


56

01 Analysis of structures Vol.II Vazirani and

Ratwani

Khanna

Publications 02

02 Advance Theory of Structure &

Matrix Method

Vazirani and

Ratwani

Khanna

Publications 01

03 Theory of Structures S. Ramamrutham DhanpatRai Pub 01

04 Structural Analysis Volume I, II Dr. R.

Vaidyannathan

Dr. P Perumal

Laxmi

Publication 04

Scheme of Marks


I

01 Influence Line Diagram 17

02 Beam Curved in Plan 16

03 Fixed Arches 16

04 Approximate Method of Analysis 17

II

05 Analysis of Secondary Stresses in plane frame 17

06 Analysis of Space trusses by tension Coefficient method 16

07 Beams on Elastic Foundations 17

08 Unsymmetrical Bending and Shear center 16

Course Unitization

Section

Unit Course Outcomes No. of Questions in


I

01 Influence Line Diagram CO 1

04

02 Beam Curved in Plan -

03 Fixed Arches CO 3

04 Approximate Method of

Analysis CO 4

II

05 Analysis of Secondary

Stresses in plane frame CO 5

04

06 Analysis of Space trusses

by tension Coefficient

method

CO 6

07 Beams on Elastic

Foundations CO 7

08 Unsymmetrical Bending

and Shear center -


57

Section I

Unit No 01 Unit Title Influence line Diagram Planned

Hrs.

Unit Outcomes


UO1 Understand to draw ILD for Propped cantilever beams, fixed beams and

Continuous beams

CO1

Lesson schedule


01 Concept of Influence Line Diagram

02 Muller Breslau Principle

03 ILD for Propped Cantilever

04 ILD for Fixed Beam

05 ILD for Continuous Beam

Review Questions

Q1 Explain Muller Breslau Principle and uses of ILD CO1

Q2 Two span Continuous beam ABC is simply supported at A & C such that

AB= 16m and BC= 10m. draw ILD for reaction at A and B.M. at B.

CO1

Unit No 02 Unit Title Beam Curved in plan Planned

Hrs.

06

Unit Outcomes


UO1 Analyze determinate and indeterminate beam curved in plan. CO2

Lesson schedule


6 Introduction to beam curved in plan

7 Analysis of determinate beam curved in plan

8 Analysis of determinate beam curved in plan

9 Analysis of indeterminate beam curved in plan



Review Questions

Q1 A rigid bent ABC(∟B=900) is uniform c/s and is in horizontal plane. It is

fixed at A and supported on spherical bearing at C. It carries a concentrated

vertical point load P at B. AB=BC=Lm. Determine rection at the supports.

Take Ei/GJ= α

CO2

Q2 Uniform c/s rigid horizontal bent ABC(∟B=900) in plan is fixed at A,

while simply supported at C such that it only offer vertical reaction .

AB=BC=4m. It carries udl of 10 KN/m over entire length. Draw BMD &

TMD. Take GJ= 0.8EI.

CO2

Unit No 03 Unit Title Fixed Arches Planned

Hrs.

04

Unit Outcomes


58

UO1 Understand analysis of fixed arches by elastic center method CO3

Lesson schedule

Class

No.


12 Introduction to types of arches and fixed arches

13 analysis of fixed arches subjected to udl load by elastic center method

14 analysis of fixed arches subjected to udl by elastic center method

15 analysis of fixed arches subjected to concentrated point load by elastic center method

Review Questions

Q1

A Symmetrical parabolic fixed arch has span 20m and rise 4m. the left hand

half span of the arch carries a udl of 30 Kn/m of horizontal span of the arch.

Find the reaction at the support by using elastic center method

CO3

Q2

A Symmetrical parabolic fixed arch has span 20m and rise 3m. The left hand

half span of the arch carries audl of 2 Kn/m. Find the reaction at the support

by using elastic center method.

CO3

Unit No 4 Unit Title Approximate methods for Analysis Planned

Hrs.

05

Unit Outcomes


UO1 Understand Approximate methods for Analysis CO4

UO2 Analyze multistory frame by portal method and cantilever method CO4

Lesson schedule

Class

No.


16 Introduction to Approximate methods for analysis

17 Analysis of portal frames subjected to lateral load

18 Analysis of portal frames by portal method

19 Analysis of portal frames by portal method

20 Analysis of portal frames by cantilever method

Review Questions

Q1 Analyze the building frame subjected to lateral loads as shown in fig. by

Portal Method.

CO4

Q2 Analyze the building frame subjected to lateral loads as shown in fig. by

Cantilever Method.

CO4

59

Section II

Unit No 05 Unit Title Analysis of secondary stresses in plane

frames

Planned

Hrs.

04

Unit Outcomes


UO1 Understand determination of secondary stresses in plane frame CO5

Lesson schedule

Class

No.


21 Introduction to secondary stresses in plane frames

22 Determination of change in angle of triangle of a frame

23 Analysis of secondary stresses in plane frames

24 Analysis of secondary stresses in plane frames

Review Questions

Q1 Causes of secondary stresses in plane frame CO5

Q2

Determine change in angle of various triangle of a frame as shown in fig.

Assume joints are free to rotate.

CO5

Unit No 6 Unit Title Analysis of Space trusses by tension

Coefficient method

Planned

Hrs.

05

Unit Outcomes


UO1 Understand concept of space frame and its analysis CO6

UO2 Analyze space truss by tension coefficient method CO6

60

Lesson schedule

Class

No.


25 Introduction to space trusses and its analysis

26 Analysis of space trusses by tension coefficient method




Review Questions

Q1 Find the forces in magnitude and nature in three members due to vertical

load of 100KN acting at O. Use tension coefficient method.

CO6

Q2 Analyse the space truss by tension coefficient method and determining the

forces in members in magnitude and nature.

CO6

Unit No 07 Unit Title Beams on Elastic Foundation Planned

Hrs.

06

Unit Outcomes


UO1 Understand types of elastic Foundations CO7

UO2 Understand analysis of beams on elastic Foundations

Lesson schedule

61


30 Introduction to beams on elastic foundation

31 Analysis of infinite beams on elastic foundation

32 Analysis of infinite beams on elastic foundation

33 Analysis of semi infinite beams on elastic foundation



Review Questions

Q1 For an infinite beam resting on elastic foundation, subjected to udl w over

its entire span. Show that foundation pressure at any point is given by P-w.

Also comment on shear force and bending moment at any point in a beam

CO7

Q2 Derive equation for deflection, pressure, slope, moment, and shear force

for long beam on elastic foundation subjected to concentrated clockwise

moment Mo at center. Also draw their corresponding diagram

CO7

Unit No 08 Unit Title Unsymmetrical Bending and shear center Planned

Hrs.

05

Unit Outcomes


UO1 Understand the concept of shear center and unsymmetrical bending CO8

Lesson schedule


36 Introduction to unsymmetrical bending

37 Calculate stresses at different location of standard section due to unsymmetrical

bending

38 Calculate stresses at different location of standard section due to unsymmetrical

bending

39 Concept of shear center

40 Determination of Shear center of different section

Review Questions

Q1 A wooden beam of cross section 80mm and 120mm deep is used as purlin

inclined at 300 to the horizontal, to support a mangalore tiled roof. It has effective

span 4m and carries UDL of 2 KN/M acting vertically downward. Calculate

the maximum bending stress induced in the section

CO8

Q2 Determine shear center of channel section has flanges 12×2cm and web

16×1cm

CO8


Course Title : Advance Structural Analysis 100

Duration 3 Hrs. Max.

Marks

Section-I

Q Marks

62

1 a Explain Muller Breslau Principle and uses of ILD 04

b Two span Continuous beam ABC is simply supported at A & C such

that AB= 12m and BC= 8m. draw ILD for reaction at A and B.M. at

B.

13

2 Uniform c/s rigid horizontal bent ABC(∟B=900) in plan is fixed at A,


AB=BC=6m. It carries udl of 20 KN/m over entire length. Draw BMD

& TMD. Take GJ= 0.8EI.

16

3 A Symmetrical parabolic fixed arch has span 24m and rise 4m. The

left hand half span of the arch carries audl of 16 Kn/m. Find the

reaction at the support by using elastic center method.

16

4

a State assumptions made in portal method for analysis of building

frame

04

b Analyze the building frame subjected to lateral forces as shown in fig.

draw BMD. Use cantilever Method

14

Section-II

Marks

5 a Write short notes on Secondary Stresses in plane frame 6

b Determine change in angle of various triangle of a frame as shown in

fig. Assume joints are free to rotate.

11

6 A space frame is loaded as shown in fig. the space frame is supported

by universal ball joint at A,B,C and D in horizontal plane. The

Horizontal member EF is 6m above the base. Analyze the space frame

using tension Coefficient method.

17

63

7 Derive equation for deflection, pressure, slope, moment, and shear

force for long beam on elastic foundation subjected to Udl throughout

length. Also draw their corresponding diagram

17

08

a A wooden beam of cross section 100mm and 140mm deep is used as

purlin inclined at 300 to the horizontal,to support a mangalore tiled

roof. It has effective span 4m and carries UDL of 5 KN/M acting

vertically downward. Calculate the maximum bending stress induced

in the section

11

b Determine shear center of channel section has flanges 24×4cm and

web 32×2cm

06

Assignments

Assignment No. 1

Assignment Title Influence Line Diagram CO1

Batch I 1.A propped cantilever beam AB of span 6 m is fixed at A and simply

supported at B.

i) Determine the equation for ILD at B

ii) Draw ILD for shear force & B.M.at section2 m from B.

2. Two span Continuous beam ABC is simply supported at A & C such

that AB= 14m and BC= 10m. draw ILD for reaction at A and B.M. at B.

Batch II 1. A propped cantilever beam AB of span 6 m is fixed at A and simply

supported at B.

i) Determine the equation for ILD at B

ii) Draw ILD for shear force & B.M.at section2 m from B.

2. Two span Continuous beam ABC is simply supported at A & C such

that AB= 14m and BC= 10m. draw ILD for reaction at A and B.M. at B.

Assignment No. 2

Assignment Title Beam Curved in plan CO2

64

Batch I 1. Uniform c/s rigid horizontal bent ABC(∟B=900) in plan is fixed at A,




2. A rigid bent ABC(∟B=900) is uniform c/s and is in horizontal plane. It

is fixed at A and supported on spherical bearing at C. It carries a

concentrated vertical point load P at B. AB=BC=Lm. Determine reaction at

the supports. Take EI/GJ=1.2

Batch II 1.Uniform c/s rigid horizontal bent ABC(∟B=900) in plan is fixed at A,




2. A rigid bent ABC(∟B=900) is uniform c/s and is in horizontal plane. It

is fixed at A and supported on spherical bearing at C. It carries a

concentrated vertical point load P at B. AB=BC=Lm. Determine reaction at

the supports. Take EI/GJ=1.2

Assignment No.3

Assignment Title Fixed Arches CO3

Batch I 1. A Symmetrical parabolic fixed arch has span 24m and rise 4m. the left

hand half span of the arch carries a udl of 18 Kn/m of horizontal span of

the arch. Find the reaction at the support by using elastic center method

2. A Symmetrical parabolic fixed arch has span 16m and rise 5m. The left

hand half span of the arch carries audl of 12 Kn/m. Find the reaction at the

support by using elastic center method.

Batch II 1. A Symmetrical parabolic fixed arch has span 24m and rise 4m. the left

hand half span of the arch carries a udl of 18 Kn/m of horizontal span of

the arch. Find the reaction at the support by using elastic center method

2. A Symmetrical parabolic fixed arch has span 16m and rise 5m. The left

hand half span of the arch carries audl of 12 Kn/m. Find the reaction at the

support by using elastic center method.

Assignment No. 4

Assignment Title CO4

Batch I 1. Analyze the building frame subjected to lateral forces as shown in fig.

draw BMD. Use Portal Method

2. Analyze the building frame subjected to lateral forces as shown in fig.

65


Batch II 1. Analyze the building frame subjected to lateral forces as shown in fig.

draw BMD. Use Portal Method

2. Analyze the building frame subjected to lateral forces as shown in fig.


Assignment No. 5

Assignment Title Analysis of secondary stresses in plane frame CO5

Batch I 1.Write short note on Causes of secondary stresses in plane frame

2. Determine change in angle of various triangle of a frame as shown in fig.


66

Batch II 1.Write short note on Causes of secondary stresses in plane frame

2. Determine change in angle of various triangle of a frame as shown in fig.


Assignment No. 6

Assignment Title Analysis of Space trusses by tension Coefficient method CO6

Batch I 1.A space frame is loaded as shown in fig. the space frame is supported by

universal ball joint at A,B,C and D in horizontal plane. The Horizontal

member EF is 4m above the base. Analyze the space frame using tension

Coefficient method.

2. Find the forces in magnitude and nature in three members due to vertical


67

Batch II 1.A space frame is loaded as shown in fig. the space frame is supported by

universal ball joint at A,B,C and D in horizontal plane. The Horizontal

member EF is 4m above the base. Analyze the space frame using tension

Coefficient method.

2. Find the forces in magnitude and nature in three members due to vertical


Assignment No. 7

68

Assignment Title Analysis of Space trusses by tension Coefficient method CO7

Batch I 1. Derive equation for deflection, pressure, slope, moment, and shear force

for long beam on elastic foundation subjected to concentrated load P at

center. Also draw their corresponding diagram

2. Derive equation for deflection, pressure, slope, moment, and shear force



Batch II 1. Derive equation for deflection, pressure, slope, moment, and shear force

for long beam on elastic foundation subjected to concentrated load P at

center. Also draw their corresponding diagram

2. Derive equation for deflection, pressure, slope, moment, and shear force



Assignment No. 8

Assignment Title Unsymmetrical bending And shear center CO8

Batch I 1.A Beam of rectangular section 100mm wide and 150mm deep is

subjected to a bending moment of 20KN-M.The trace of the plane of

loading is inclined at 450 to the vertical axis of the section locate the

neutral axis of the section and calculate the max. bending stress induced in

the section.

2. A wooden beam of cross section 140mm and 200mm deep is used as

purlin inclined at 300 to the horizontal,to support a mangalore tiled roof. It

has effective span 6m and carries UDL of 12 KN/M acting vertically

downward. Calculate the maximum bending stress induced in the section

Batch II 1.A Beam of rectangular section 100mm wide and 150mm deep is

subjected to a bending moment of 20KN-M.The trace of the plane of

loading is inclined at 450 to the vertical axis of the section locate the

neutral axis of the section and calculate the max. bending stress induced in

the section.

2. A wooden beam of cross section 140mm and 200mm deep is used as

purlin inclined at 300 to the horizontal,to support a mangalore tiled roof. It

has effective span 6m and carries UDL of 12 KN/M acting vertically

downward. Calculate the maximum bending stress induced in the section

Course Plan

Course Advance Engineering Geology Course Code

Examination

Scheme


69

Max. Marks 100 25 25 150

Contact

Hours/ week

3 2 -- 5

Prepared by Mr. Ajitkumar A. Lole Date 15/6/2015

Prerequisites Engineering Geology subject.

Course Outcomes


CO1 Explain the stratigraphic sequence of the Earth.

CO2 Explain the tectonic activities in Deccan traps.

CO3 Acquire knowledge of the preliminary geological investigations for civil

engineering projects.

CO4 Explain the behavior of subsurface water.

CO5 Explain the different geophysical methods which are useful for civil engineering.

Mapping of COs with POsq

POs

Cos

a b C d E F g h i j k

CO1

CO2 √

CO3 √

CO4

CO5 √ √

Course Contents


Hours

Section I

1 Stratigraphy and Indian geology: Scope, Geological Time scale,

Physiographic divisions of India, General study of important geological

formations of India viz; Vindhyan, Gondwana system and Deccan traps

and its Civil engineering significance.

05

2 Seismic activity of deccan trap region: Continental Drift and plate

Tectonics, Seismic zones of world, Seismic activity of Deccan trap

region, Theories on origin of the seismic activity, Reservoir induced

seismicity. Nature and characteristics of seismic activity. Tectonic

nature of seismic activity of deccan trap region, Prediction of

earthquake. Earthquake proof constructions. Numerical problems based

on seismic data

06

3 Subsurface exploration: Various steps in the geological studies of

project site, Engineering consideration of structural features like dip, 04

70

strike, joints, fractures, faults, folds, dyke etc. Exploratory drilling—

observations, preservation and limitations, core logging, Graphical

representation, Bore hole problems.

4 Subsurface water: Groundwater--origin, zones of subsurface water,

aquifer parameters and types, Darcy’s law, regional problems in ground

water, water bearing capacity of common rocks, springs, hot springs and

geysers, Artesian wells, cone of depression and its significance in civil

Engineering, Natural and artificial recharge of aquifers, Saline water

intrusions - control and prevention.

05

Section II

5 Engineering geology of deccan traps: Types of basalts and their

engineering characteristics, Compact and amygdaloidal basalt as

construction material, Tail channel erosion problem in Deccan Trap

region, Suitability of basalts from tunneling point of view. Problems due

to columnar basalt, dykes, red bole, tachylitic basalt, Volcanic breccia

and fractures, Laterites-Origin, occurrence and engineering aspects.

Ground water bearing capacity of the rocks of Deccan Trap region,

Percolation tanks, Geological conditions suitable and unsuitable for

construction of percolation tanks.

06

6 Geology of soil formations: Soil genesis, Geological classification of

soils, characteristics of soils derived from different types of rocks.

Nature of alluvium and sand of the rivers of Deccan Trap region,

Scarcity of sand in Deccan Trap area.

03

7 Geophysics: Geophysical methods-Basic principles of seismic, magnetic

gravitational and electrical resistivity methods, Use of electrical

resistivity method using Wenner configuration in Civil Engineering

problems such as--i) Finding out the thickness of over burden and depth

of hard rock, ii) Locating the spot for ground water. Numerical

problems.

05

8 Resource engineering: Renewable and non renewable resources, Coal

and Petroleum-genesis, occurrence and reservoir in India, Geothermal

energy.

03

9 Environmental geology: Scope, geological causes of environmental

pollution, effects on human being, affected areas in Maharashtra and

India, global warming, environmental implications of dam, road and

canal construction.

03

Reference Books:


1

Geology of India and Burma M. S. Krishnan Higginbothams

Pvt. Ltd

1,2,6,7

2 Groundwater Hydrology Tood D. K John Wiley& Son.

New York

3,4

71

3 A Text Book of Engineering

Geology

R. B. Gupte Pune

VidyarthiGrihaPra

kashan, Pune

2,5,6

4 Environmental Geology K.S. Valdia TMcGH

Publishing

company Ltd.

8,9

Scheme of Marks


1

1 Stratigraphy and Indian geology 20

2 Seismic activity of deccan trap region 13

3 Subsurface exploration 13

4 Subsurface water 12

2

5 Engineering geology of deccan traps 21

6 Geology of soil formations 12

7 Geophysics 17

8 Resource engineering 12

9 Environmental geology 12

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in


I

1 Stratigraphy and Indian

geology

CO1 Q.1,2,3,4

2 Seismic activity of deccan trap

region

CO2 Q.1,2,3,4

3 Subsurface exploration CO3 Q.1,2,3,4

4 Subsurface water CO4 Q.1,2,3,4

II

5 Engineering geology of deccan

traps

CO2 Q.1,2,3,4

6 Geology of soil formations CO3 Q.1,2,3,4

7 Geophysics CO5 Q.1,2,3,4

8 Resource engineering CO3 Q.1,2,3,4

9 Environmental geology CO3


Section I

72

Unit No 1 Unit Title Stratigraphy and Indian geology Planned

Hrs.

05

Unit Outcomes


UO1 To understand the origin of Earth, stratigraphy of India and Deccan trap. CO1

Lesson schedule

Class

No.


1 Scope, Geological Time scale

2 Physiographic divisions of India and general study of important geological formations

of India

3 Vindhyan system.

4 Gondwana system

5 Deccan traps and its Civil engineering significance.

Review Questions

Q1 Describe the Vindhyan system of Indian Stratigraphy in its essential details. CO1

Q2 Describe the Gondwana system of Indian Stratigraphy in its essential details. CO1

Q3 Write short notes on – CO1

i) Physical subdivisions of India.

ii) Civil engineering consideration of Deccan traps.

iii) Geological Time scale.

Section I

Unit No 2 Unit Title Seismic activity of deccan trap region Planned

Hrs.

06

Unit Outcomes


UO1 To understand the concept of continental drift and plate tectonics. CO2

UO2 To understand the seismic activity of deccan trap region CO2

Lesson schedule

Class

No.


6 Continental Drift and Plate Tectonics.

7 Seismic zones of world, Seismic activity of Deccan trap region.

8 Theories on origin of the seismic activity, Reservoir induced seismicity

9 Nature and characteristics of seismic activity. Tectonic nature of seismic activity

ofdeccan trap region.

10 Tectonic nature of seismic activity of deccan trap region

11 Prediction of earthquake. Earthquake proof constructions. Numerical problems based

on seismic data.

Review Questions

Q1 Discuss in detail the tectonic causes and evidences of Deccan Trap

Seismicity. Explain the characteristics of Deccan trap seismicity.

CO2

73

Q2 Discus the nature and characteristics of Deccan trap seismicity. CO2

Q3 Discuss in detail the concept of RIS. CO2

Q4 Write short notes on -

i) Plate Tectonics

ii) Prediction of earthquake

Section I

Unit No 3 Unit Title Subsurface exploration Planned

Hrs.

04

Unit Outcomes


UO1 To understand the preliminary geological investigations and engineering

consideration of various structural features.

CO3

UO2 To understand the Exploratory drilling method CO3

Lesson schedule

Class

No.


12 Various steps in the geological studies of project site.

13 Engineering consideration of structural features like dip, strike, joints, fractures,

faults, folds, dyke etc

14 Exploratory drilling—observations, preservation and limitations.

15 core logging, Graphical representation and Bore hole problems.

Review Questions

Q1 Explain exploratory drilling method with respect to following points

i)Number and length of core ii) Water loss and water gain

iii) Rate of drilling

CO3

Q2 Write short notes on - CO3

i) Observations during drilling CO3

ii) Limitations of drilling

iii) Graphical representation of core logging

Section I

Unit No 4 Unit Title Subsurface water Planned

Hrs.

05

Unit Outcomes


UO1 To understand the behavior of groundwater and natural and artificial

recharge of aquifers.

CO4

UO2 To understand the concept of saline water intrusions, its control and

prevention.

CO4

Lesson schedule

Class

No.


16 Groundwater--origin, zones of subsurface water.

17 Aquifer parameters and types. Artesian wells.

74

18 Darcy’s law, regional problems in groundwater. Cone of depression and its

significance in civil Engineering.

19 water bearing capacity of common rocks, springs, hot springs and geysers.

20 Natural and artificial recharge of aquifers, Saline water intrusions - control and

prevention.

Review Questions

Q1 With neat sketch explain the control and preventive methods of saline

water intrusion.

CO4

Q2 What are different types of aquifers? Describe in detail the porosity,

permeability and transmissivity with reference to different rock formations.

CO4

Q3 What is Darcy’s Law? Derive an equation of Darcy’s law and add a note

on validity of Darcy’s law.

CO4


i) Saline water intrusion

ii) Darcy’s Law

iii) Types of aquifers

iv) Sources of groundwater

Section II

Unit No 5 Unit Title Engineering geology of Deccan traps Planned

Hrs.

06

Unit Outcomes


UO1 To understand the basalt rock and its type CO2

UO2 To understand the engineering applications of basalt and water bearing

capacity of Deccan traps.

CO2

Lesson schedule

Class

No.


26 Types of basalts and their engineering characteristics,

27 Compact and amygdaloidal basalt as construction material, Tail channel erosion

problem in Deccan Trap region

28 Suitability of basalts from tunneling point of view Problems due to columnar basalt,

dykes, red bole, tachylitic basalt, Volcanic breccias and fractures

29 Laterites - Origin, occurrence and engineering aspects.

30 Ground water bearing capacity of the rocks of Deccan Trap region

31 Percolation tanks, Geological conditions suitable and unsuitable for construction of

percolation tanks.

Review Questions

Q1 Describe the formation of different types of basalts and their engineering

characteristics. Give suitable example.

CO2

Q2 Describe in detail the favourable and unfavourable conditions for

construction of Percolation tank in Deccan trap region.

CO2

Q3 Write short notes on -

i) Origin, occurrence and engineering aspect of Laterite

75

ii) Amygdaloidal basalt and compact basalt as construction

material

iii) Suitability of percolation tank on D.T. region

Section II

Unit No 6 Unit Title Geology of soil formations Planned

Hrs.

03

Unit Outcomes


UO1 To understand the soil with respect to formation, classification and scarcity

of sand in Deccan trap area.

CO5

Lesson schedule

Class

No.


32 Soil genesis, Geological classification of soils.

33 Characteristics of soils derived from different types of rocks.

34 Nature of alluvium and sand of the rivers of Deccan Trap region, Scarcity of sand in

Deccan Trap area.

Review Questions

Q1 How soils are form? Discuss the geological classification of soils. CO5


i) Characteristics of river alluvium on D.T. region. CO5

ii) Scarcity of sand on D.T. region.

Section II

Unit No 7 Unit Title Geophysics Planned

Hrs.

05

Unit Outcomes


UO1 To understand the different Geophysical methods and their civil engineering

applications.

CO5

Lesson schedule

Class

No.


35 Geophysical methods -Basic principles of seismic method.

such as--

36 Basic principles of magnetic and gravitational methods.

37 Basic principles of electrical resistivity methods.

38 Use of electrical resistivity method using Wenner configuration in Civil Engineering

Problems

39 i) Finding out the thickness of over burden and depth of hard rock, ii) Locating the

spot for ground water. Numerical problems.

Review Questions

Q1 Explain in detail the Electrical Resistivity method in the study of

subsurface water and civil engineering problems.

CO5

76

Q2 State the various geophysical methods. Explain the four pin method of

electrical resistivity for locating subsurface water and depth of overburden

CO5

Q3 Write note on - Seismic refraction method. CO5

Section II

Unit No 8 Unit Title Resource engineering Planned

Hrs.

03

Unit Outcomes


UO1 To understand the renewable and non renewable resources. CO3

Lesson schedule

Class

No.


40 Renewable and non renewable resources.

41 Coal and Petroleum genesis.

42 Occurrence and reservoir in India, Geothermal energy.

Review Questions

Q1 Write in details about the genesis and occurrence of coal. CO3

Q2 Discuss the origin, types and Indian reserves of coal. CO3

Q3 Write note on – Geothermal energy, Genesis of petroleum CO3

Q4 Write full account on petroleum with reference to genesis, occurrence and

Indian reserves.

CO3

Section II

Unit No 9 Unit Title Environmental geology Planned

Hrs. 3

Unit Outcomes


UO1 To understand the geological causes of environmental pollution, effects and

affected areas.

CO3

Lesson schedule

Class

No.


43 Scope, geological causes of environmental pollution.

44 Effects on human being, affected areas in Maharashtra and India.

45 Global warming, environmental implications of dam, road and canal

Construction.

Review Questions

Q1 Discus the environmental impact of dam, road and canal. CO3

Q2 Write note on Global warning. CO3


Course Title : Advance Engineering Geology

Duration : 3Hrs Marks

100

77

Instructions:

1) Solve any three questions from section I & any three questions

from section II.

2) Figure to the right indicate full mark.

3) Draw sketches wherever necessary.

Section-I

Solve Any three Marks

1 Describe the vindhyan system of Indian Stratigraphy in its essential details. 16

2 a) Surface and subsurface surveys are complimentary to each other.

Substaintiate the statement with appropriate examples

9

b) Discuss the nature and characteristics of Deccan trap seismicity. 9

3 a) Discuss in detail the concept of RIS. 8

b) With neat sketch explain the control and preventive methods of saline

water intrusion.

8

4 Write short notes on any four of the following 16

i) Climatic condition and Economic importance of Gondwana system

ii) Plate Tectonics

iii) Observations during drilling

iv) Darcy’s’ law

v) Types of Aquifers

vi) Prediction of earthquake

Section-II

Marks

5 Explain in detail the Electrical Resistivity method in the study of subsurface

water and civil engineering problems.

17

6 a) Describe the formation of different types of basalts and their

engineering characteristics. Give suitable example.

9

b) Describe in detail the favourable and unfavourable conditions for

construction of Percolation tank in Deccan trap region.

8

7 a) Why there is scarcity of sand in Deccan trap region? 8

b) Write in details about the genesis and occurrence of coal. 8

8 Write short notes on any four of the following 16

i) Origin, occurrence and engineering aspect of Laterite.

ii) Nature of alluvium and sand of rivers of Deccan trap region.

iii) Geothermal energy.

iv) Global warming.

v) Environmental implications of dam.

vi) Requirement of good building stone.

78

Lab Plan

Experiment

No List of experiments CO

1 Study of geological map of Maharashtra state and India. CO1

2 Study of Civil Engineering aspects of important rock types CO3

3 Three point problems. CO3

4 Core logging of exploring drill hole. CO3

5 Completion of outcrop on contoured geological map and drawing a section

of it.

CO2

6 Use of electrical resistivity method for determining depth of bedrock or

groundwater.

CO5

7 Field visit to study engineering geological aspects.

Course Plan

Course Human resource development Course Code 101

Examination

Scheme


Max. Marks 100 25 25 150

Contact

Hours/ week

3 2 -- 5

Prepared by Ms. A. S. Manjarekar Date 15/6/2015

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

human resource development, management and planning.

Course Outcomes


CO1 Explain function of HRD in construction industry.

CO2 Explain need and methods of HRP.

CO3 Explain actual process of recruitment & selection of human resource.

CO4 Explain training process & development required.

79

CO5 Explain employee benefit like health, safety, retirement, pension etc.

CO6 Explain employee management relation.


POs

COs

a b c d E F G h i j K l

CO1 √ √ √

CO2 √ √ √ √ √ √

CO3 √ √

CO4 √ √ √ √ √

CO5 √ √ √ √ √

CO6 √ √ √ √ √

Course Contents


Hours

Section I

1. HRD -Introduction – History of HRD, Objectives, Functions, HRD in

Construction industry, status of construction labor.

5

2. Human Resource Planning – Formulating human Resource plans,

various methods, job analysis, job specifications and job design in

construction projects, forecasting personal needs and supply in

construction sector.

5

3. Recruitment & selection – selecting project manager & project team,

external & internal recruitment.Data gathering methods, skill

requirement of construction personnel.

6

Section II

1. Training & Development: The training Process, Individual and

organizational development, change management, performance

appraisal, use of performance appraisal information establishing the

evaluation system.

4

80

2. Employee Benefits: Employee healthandsafety , wage and salary

administration, incentive system, wages of construction industry,

retirement and pensions.

5

3. Employee Management Relations : Collective Bargaining ,basic unions

connected with construction & construction industry , trade unions act,

labor welfare act, ,payment of wages act ,workers compensation act ,

contract labor act management of conflicts.

5

Reference Books:

Sr. No. Title of Book Author Topics

1 Human Resource Management Subbarao ALL

2 Construction Management Seetaraman 3,4

Scheme of Marks


I 1,2,3 HRD,HRP,SELECTION & RECRUITMENT 50

II 4,5,6 TRAINING & DEVELOPEMENT,EMPLOYEE

BENEFITS, EMPLOYEE MANAGEMENT

RELATION

50

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in


I 1 HRD CO1 2 -

2 HRP CO2 2

II 3 SEECTION &

RECRUITMENT,

CO3 2

4 TRAINING &

DEVELOPEMENT

CO4 2


Section I

Unit No 1 Unit Title HUMAN RESOURCE DEVELOPEMENT Planned

Hrs.

6

Unit Outcomes


UO1 Explain functions of HRD in construction industry CO1

81

Lesson schedule

Class

No.


1 Introduction to HRD

2 History of HRD

3 Objectives of HRD

4 Functions of HRD

5 HRD in construction industry

6 Strategy of HR manager

Review Questions

Q1 What are the functions of HR manager in construction industry? CO1

Q2 Discuss the status of labours in construction field. CO1

Q3 Write in detail the various objectives of human resource management with

reference to a construction organisation

CO1

Q4 Write note on structure of HR department in construction CO1

Q5 What are the functions of HRD? CO1

Q6 What is role of HRD in construction industry CO1

Unit No 2 Unit Title HUMAN RESOURCE PLANNING Planned

Hrs.

07

Unit Outcomes


UO2 Explain need and methods of HRP CO2

Lesson schedule

Class

No.


7 Introduction to HRP

8 Methods of HRP

9 Job analysis and job specification

10 Job design for construction project

11 Forecasting personal need and supply in construction section

12 Human resource plans

13 Steps in HRP

Review Questions

Q1 What are the objectives of formulating human resource plans? CO2

Q2 List and briefly explain the various steps involved in HRP. CO2

Q3 Explain the term job analysis, job specification, job design w.r.t.

construction project.

CO2

Q4 Describe in brief the process of human resource planning CO2

Q5 What do you know about job analysis? CO2

Q6 Write note on forecasting the personnel need CO2

Q7 Write note on job specification CO2

Q8 Explain the objectives of human resource planning in construction

industry.

CO2

Q9 Prpare the job description for the post of a site engineer on a building CO2

82

construction site.

Unit No 3 Unit Title SLECTION AND RECRUITMENT Planned

Hrs.

7

Unit Outcomes


UO3 Know actual process of recruitment &selection of human resource CO3

Lesson schedule

Class

No.


14 Concept of recruitment and selection

15 External and internal recruitment

16 Data gathering methods

17 Skill requirement of construction personnel

18 Selection project manager and project team

19 Recruitment method in construction field

20 Criteria for selecting project manager

Review Questions

Q1 What are various methods of recruitment in construction field? CO3

Q2 What is mean by internal and external recruitment? CO3

Q3 What are skills requirement of construction personnel? CO3

Q4 What are the skills required for project manager? Suggest procedure for

selecting project manager.

CO3

Q5 What are the various factors in selection of project team? CO3

Unit No 4 Unit Title TRAINING AND DEVELOPMENT Planned

Hrs.

06

Unit Outcomes


UO4 Know the training process & development required CO4

Lesson schedule

Class

No.


21 The training process

22 Individual and organization training

23 Performance appraisal

24 Change management

25 Evaluation system based on PA

26 Information for performance appraisal

Review Questions

Q1 Discuss the requirement of training for construction managers. Suggest

suitable methods of training.

CO4

Q2 What is the role of training process in organizational development? CO4

Q3 Explain the importance of training. Co4

Q4 What are the various methods of training? Co4

Q5 What do you know about change management? CO4

83

Q6 What is performance appraisal? Explain methods of performance appraisal. CO4

Q7 Write note on process of training CO4

Q8 How will you identify the training needs of personnel in construction field? CO4

Q9

Write note on information from performance appraisal CO4

Section II

Unit No 5 Unit Title EMPLOYEE BENIFITS Planned

Hrs.

7

Unit Outcomes


UO5 Know about employee benefits like pension, health etc. CO5

Lesson schedule

Class

No.


27 Employee health and safety

28 Wage and salary

29 Incentive system

30 Retirement

31 Pension

32 List of safety management in construction field

Review Questions

Q1 Explain safety management in construction field. CO5

Q2 Suggest suitable wage incentive plan for construction labour. Justify your

suggeston

CO5

Q3 Write note on nature of benefits to construction labours CO5

Q4 Explain pension and retirement benefits. CO5

Q5 What are the objectives of providing employee health and safety benefits?

List out various benefits of health and safety.

CO5

Q6 What do you know about wage and salay administration? CO5

Q7 Elaborate the principles of wage formulation w.r.t. construction industry. CO5

Unit No 6 Unit Title MANAGEMENT RELATION Planned

Hrs.

8

Unit Outcomes


UO6 Explain to know employee management relation CO6

Lesson schedule

Class

No.


33 Collective bargaining

34 Union connected with construction industry

35 Trade union act

36 Labor welfare act

37 Worker compensation act

38 Contract labor act

84

39 Payment of wage act

40 Workers other rules and legislations

Review Questions

Q1 Give the salient features of workers compensation act CO6

Q2 Write note on national trade union in construction industry CO6

Q3 What are the steps involved in collective bargaining process? Explain it

w.r.t. construction industry. Be in brief the importance provision in the

payment of wages act.

Co6

Q4 Write note on management of conflict CO6

Q5 Write note on trade union act CO6

Q6 List relevant labour legislation for construction industry?explain their

objectives.

CO6

Q7 What role employee management relation play in the development of

organization? What measures do you suggest to maintain good relation

between employee and management.

CO6


Course Title : HUMAN RESOURCE DEVELOPMENT

Duration 3 Hrs Max.

Marks

100

Section-I

Marks

1 a What are the functions of HRD? 8

b Describe in brief the present status of construction labour. 8

2 a Describe in brief the process Of human resource planning. 8

b What do you know about job analysis? 8

3 a What are the external resources of recruitment? State advantages &

disadvantages.

10

b How will you select the project manager? Explain with reference to

criteria.

6

4 Write note on:-

a)job specification

b)internal sources of recruitment

c)role of HRD in construction industry

18

Section-II

Marks

1 a Explain the important of training. 8

b What are the various methods of training? 8

2 a What do you know about change management? 8

b What is mean by performance appraisal? Write anyone method of it. 8

3 a How will you manage health & safety at construction site? 8

b What do you know about wage and salary administration? 8

85

4 Write note on:- a)incentive system, b)process of training, c)collective

bargaining

18

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