ii semester -...

II SEMESTER

Diploma in Civil Engineering

TEACHING AND EXAMINATION SCHEME

II SEMESTER

SlNo

CourseCode

Course Name Teaching Scheme Examination Scheme

InstructionPeriodsper week

TotalPeriods per semester

Credits Continuous internalevaluation

Semester end examination

L T P Midsem1

Midsem

2

Internal evaluatio

n

Max Marks

Min Marks

TotalMarks

Min marks for Passing including internal

118C-201F

Communicative English3 1 0 60 3 20 20 20 40 14 100 35

218C-202F

Engineering Mmathematics 3 1 0 60 3 20 20 20 40 14 100 35

318C 203F

Applied Physics3 1 0 60 3 20 20 20 40 14 100 35

418C-204F

EngineeringChemistry&Environmental studies 3 1 0 60 3 20 20 20 40 14 100 35

518C-205C

LevellingSurveying3 1 0 60 3 20 20 20 40 14 100 35

618C-206P

Advanced EngineeringDrawing 1 0 2 45 1.5 20 20 20 40 20 100 50

718C-207P

Advanced Computer Aided Drafting 1 0 2 45 1.5 20 20 20 40 20 100 50

818C-208P

LevellingSurveying Lab Practice 1 0 2 45 1.5 20 20 20 40 20 100 50

918C-209P-A+B

Applied Science LabPractice 1 0 2 45 1.5 20 20 20 40 20 100 50

1018C-210P

Information Technology LabPractice 1 0 2 45 1.5 20 20 20 40 20 100 50

11 Skill Upgradation 0 0 7 105 2.5 0 0 Rubrics -

20 5 17 630 25 200 200 200 400 170 1000 425

Activities: student performance is to be assessed through Rubrics

Department of Technical Education

State Board of Technical Education & Training, Telangana

Course Title :Advanced English Course Code : 18C-201F

Semester : II Course Group : Foundation

Teaching Scheme in Periods (L:T:P:) : 36:24:0

Credits : 3

Methodology : Communicative Language Teaching + Assignments

Total Contact Hours : 60 periods

CIE : 60 Marks SEE : 40 Marks

Prerequisites: Basic knowledge of English Language

COURSE OUTCOMES

At the end of the course the students will have the ability to:201.1 learn homonyms and one word substitutes and use them in

professional interaction201.2 listen for specific purpose and use appropriate prepositions.201.3 acquire values through stories and reports201.4 write resumes, reports and make notes 201.5 work in pairs and groups confidently201.6 analyse errors and make communication flawless

CO-PO Matrix

CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 Mapping POs

201.1 2 2 2 -- 1 -- -- 3 3 3 1,2,3,5,8,9,10

201.2 2 2 1 2 -- -- -- 3 3 3 1,2,3,4,8,9,10

201.3 2 2 -- 1 1 1 2 3 3 3 1,2,4,5,6,7,8,9,10

201.4 2 2 2 2 1 -- 2 3 3 3 1,2,3,4,5,7,8,9,10

201.5 2 2 2 -- 1 -- 2 3 3 3 1,2,3,57,8,9,10

201.6 2 2 -- -- -- -- -- 3 3 3 1,2,8,9,10

COURSE CONTENTS

UNIT – 1 SPEAKING Duration: 10 Periods

1. Expressing Obligation

2. Fixing and Cancelling Appointments

3. Extending and Accepting Invitations

4. Giving Instructions

5. Asking for and Giving Directions

UNIT - 2: LISTENING Duration: 6 Periods

6. The Here and Now!

UNIT –3: VOCABULARY Duration: 6 Periods

7. How to Learn a New Word

8. Synonyms, Antonyms and One word Substitutes

UNIT -4: GRAMMARDuration: 12 Periods

9. Reported Speech

10. Error Analysis - I

11. Error Analysis - II

12. Error Analysis - III

UNIT - 5: READING Duration: 6 Periods

13. An Environmental challenge

14. The Will to Succeed

15. Waiting for Mr. Clean

UNIT- 6: WRITINGDuration: 20 Periods

16. Data Interpretation- I

17. Data Interpretation- II

18. Data Interpretation- III

19. Writing a Resume

20. Writing a Cover Letter

21. Note Making

22. Writing a Report

Specific Learning Outcomes:

On completion of the course the students will be able to:

∑ express obligation, fix and cancel appointments, extend –accept and decline invitations.

∑ give instructions and directions

∑ identify and use prepositions

∑ learn homonyms and use one word substitutes

∑ read and understand main ideas and answer the questions

∑ understand and write reported speech

∑ identify and correct common errors

∑ interpret data

∑ learn to prepare cover letter and resume

∑ make notes and write reports

Internal evaluation

Suggested Student Activities:

∑ Listen to a song and answer the questions

∑ Listen to a passage/conversations/dialogues/speeches and answer the questions

∑ Group Discussions

∑ Student Presentations

∑ Seminars

∑ Talk about a movie/review

∑ Talk about a book

∑ Narrating a story

Test Units Marks Pattern

Mid Sem 1 SpeakingListening

20 Part A 5 Short answer questionsPart B 2 Essay questions out of 3 QuestionsPart C 2 Essay questions out of 3 Questions

Mid Sem 2 VocabularyGrammar

20 Part A 5 Short answer questionsPart B 2 Essay questions out of 4 Questions Part C 2 Essay questions out of 3 Questions

Slip Test 1 SpeakingListening

5 2 Essay Questions out of 3 Questions

Slip Test 2 VocabularyGrammar

5 2 Essay Questions out of 3 Questions

Assignment One assignment per one semester

5 Different group assignments of Higher order Questions that develop problem solving skills

and critical thinking should be given

Seminars One seminar per one semester

5

Total 60

∑ Chain stories

∑ JAM on topics like environment, pollution, ethics, morals, responsibilities of citizens

∑ Speak about incidents/events/memories/dreams/role model

∑ Interview with famous personalities

∑ Cricket commentary

∑ Reading for main ideas

∑ Reading for specific details

∑ Summarizing

∑ Picture description

∑ Writing a recipe

∑ Surprise test

∑ Compare and contrast two people/pictures/news items/ideas etc

∑ Surveys

∑ Filling forms

∑ e-mail etiquette

Textbook: English for Polytechnics

REFERENCES:

1. Practical English Grammar by A.J Thomson and A.V. Martinet

2. A Course in Phonetics and Spoken English by J. Sethi and P.V Dhamija

3. Word Power Made Easy by Norman Lewis

4. Keep Talking by Friederike Klippel

5. More Grammar Games by Mario Rinvolucri and Paul Davis

6. Essential English Grammar by Raymond Murphy

7. Spoken English-A Self Learning Guide to Conversation Practice by V Sasi Kumar

e-learning:

1.www.duolingo.com

2. www.bbc.co.uk

3. www.babbel.com

4. www.merriam-webster.com

5. www.ello.org

6. www.lang-8.com

7. youtube.com

8. Hello English(app)

9. mooc.org

10. https://onlinecourses.nptel.ac.in

http://www.bbc.co.uk/

http://www.lang-8.com/

https://onlinecourses.nptel.ac.in/

Semester End Examination Marks Distribution

Mid Sem Examination Marks Distribution

DISTRIBUTION OF QUESTIONS/MARKS FOR SEMESTER MID/END EXAMINATION

Module Unit NameNo. of

Periods

NUMBER OF QUESTIONS TO BE CONSIDERED

UNIT WISE WEIGHTAGE

(MS+EE) WEIGHT

AGE

R U A MARKS WEIGHTAGE

MID END MID END MID ENDMS-

IMS-

IIMS-III

END EXAM

PART-ASpeaking 10 3 1 2 1 2 1 36 - - 17 53

74Listening 6 2 1 1 0 1 0 19 - - 02 21

PART-BVocabulary 6 2 1 1 0 1 0 - 19 - 02 26

74Grammar 12 3 1 2 1 2 1 - 36 - 17 48

PART-CReading 6 3 1 0 0 1 0 - - 16 2 18

72Writing 20 2 0 3 1 2 1 - - 39 15 54

TOTAL 60 15 05 9 3 9 3 55 5555 55

220 220110

LEGENDR: RememberingU: UnderstandingA: Applying

Short answer Essay Marks

Part A 10 0 20

Part B

Group 1

Group 2

0 2/3 10

0 2/3 10

Part C

Group 1

Group 2

0 2/3 20

0 2/3 20

Total 10 8/12 80


Part A 5 0 10

Part B 0 2/3 10

Part C 0 2/3 20

Total 5 4/6 40


Part A 5 0 10

Part B 0 2/3 10

Part C 0 2/3 20

Total 5 4/6 40

Mid Sem Examination marks distribution

State Board of Technical Education, Telangana StateModel Paper- 18EC201F (Advanced English)

Mid Sem-ITime : 1½ Hours Total Marks : 40

PART – A 5 X 2 = 10Instructions:

i) Answer all the following questions:ii) Each question carries two marks.

1. Write two sentences, one with 'must' and another with 'have to', to express obligations.2. Fill the blanks with suitable prepositions.

a) He came home ________ a car.b) Kiran mixed coffee _______ a spoon.

3. How do you invite your neighbor to attend a seminar on global warming?4. Fix an appointment with the dentist at 5.30 p.m.5. Fill the blanks with the suitable prepositions given below:

Among, between, by, with, from, at, for

a) She distributed sweets ______ her two brothers.b) Mohan died ______ cancer.

PART- B 2 X 5 = 10 Instructions:

i. Answer any two questions.ii. Each question carries five marks.

6. Write a dialogue between you and the receptions about the cancellation of an appointment you have with the doctor.

7. Give directions to your friend to reach to the park from your house.8. Write a paragraph describing your polytechnic using at least five prepositions.

PART- C 2 X 10 = 20

Instructions:i. Answer any two questions.

ii. Each question carries ten marks.

9. Fill the blanks with the suitable prepositions.a) He looked ____ me.b) Listen _____ my instructions carefully.c) Geetha suffered ______ fever.d) Bhagya threw a stone ________ the well.

e) Prathap kept a ladder ___________ the wall.f) We played cricket ________ five hours.g) My books were stolen __________ Kiran.h) We will go to library _______ 15th of this month.i) Shailaja has been reading a novel ______ 10.00 a.m.j) We bought this television ________ 2014.

10. Give instructions on how to send an e-mail to your friend. 11. a). Fix an appointment with your M.L.A. next Sunday at 4.00 p.m. to discuss the problems in your

village.b). Cancel the same appointment as you are going to leave for Adilabad on some urgent personal work.

State Board of Technical Education, Telangana StateModel Paper- 18EC201F (Advanced English)

Mid Sem-IITime : 1 ½ Hours Total Marks : 40

PART – A 5 X 2 = 10Instructions:

i) Answer all the following questions:ii) Each question carries two marks.

1. Write one word substitutes for the following expressions.a) A place where books are available to be borrowed and for reference.b) That which cannot be heard.

2. Write the synonyms of the following words: a. Rich b. Happy

3. Change the following into indirect speech.a. Vinod said, “I have gone to Bhadrachalam yesterday.”b. Gopal said to Mamatha, “I will play cricket tomorrow.”

4. Change the following onto direct speech.a. David said to Madhavi, “ Give me your calculator now.”b. Jayanth said to Fathima, “ Where are you going?”

5. Correct the words given in italics in the following sentences.a. Lalitha go to Nanded tomorrow.b. Adarsh sat besides Vikas.

PART-B 2 X 5 =10 marks

Instructions:

1. Answer any two questions.

2. Each question carries 5 marks.

6. How should a new word be learnt?7. Correct the following sentences.

a. It is very hot to go outside.b. Shiva works hardly.c. She is more cleverer than Bhaskar.d. Vidya is senior than Indira.e. Praveen is angry on his sister.

8. Change the following into indirect speech.a. She said to him, “When will you go to temple?”b. Radhika said to her brother, “Will you pay the examination fee tomorrow?”c. Vasu said, “ I do not eat non-vegetarian food.”d. Rafi said to Mathews, “Show me your record.”

e. Pramod said to Sandhya, “ My brother will bring fruits tomorrow from Karimnagar.”

PART-C 2 X 10 =20 marks

Instructions:

1. Answer any two questions.

2. Each question carries ten marks.

9. Mention any five ways of learning a new word.10. Change the following dialogue into a paragraph.

Ajay: Hai Sudha! How are you?Sudha” I am fine. How are you?Ajay: I am fine too. Where are you going now?Sudha: I am going to market.Ajay: What do you want to buy there?Sudha: I want to buy fruits and vegetables.Ajay: Do you know the mobile number of Suresh?Sudha: No. I don’t have his mobile number. Why do you need his number?Ajay: I want to invite him for my sister’s birthday.

11. Correct the following sentences.a. Every student has to bring their textbook tomorrow.b. She is having a house.c. We are living in this house for the last ten years.d. This machine works perfectly.e. He is the taller student in my class.f. Music classes begin from 27th July.g. She is weak and she can run fast.h. The door was painted by a small brush.i. Where your brother is studying?j. He awaited for the bus here yesterday.

State Board of Technical Education, Telangana State

C18-Semester End Examination (SEE)

Model Paper- 18Common201F (Advanced English)

Time: 3 Hours Total Marks: 80

PART – A

Instructions: 10 X 2 = 20

i. Answer all the following questions.

ii. Each question carries two marks.

1. Fill the blanks with the suitable expressions of obligation:

a) We _______wear helmet while riding a two wheeler.

b) A student ________ be in time to college.

2. Fill the blanks with suitable prepositions:

a) He went to polytechnic ____ a bicycle.

b) They have been waiting _____ a bus since 8.00 a.m.

3. Write the antonyms of the following words:

a) Legal

b) Honest

4. Change the following sentences into direct speech:

a. He said that he had a beautiful house.

b. The visitors thanked the guide.

5. What do you write about the following ones in your resume?

a. Your skills

b. Your work experience

6. What do you write about the following ones in your resume?

a. Your interests and activities

b. Your educational qualifications

7. Read the following paragraph and answer the questions given in questions no. 7 and 8.

Subhas Chandra Bose was born in a Bengali Kayasth family on January 23, 1897 in Cuttack

(Odiya Baazar), Orissa, to Janakinath Bose, and Prabhavati Devi. He was the ninth child of 14. He

studied in an Anglo school at Cuttack (now known as Stewart School) until standard 6. He then shifted

to Ravenshaw Collegiate School of Cuttack. From there he went to the prestigious Presidency College

where he studied briefly. His nationalistic temperament came to light when he was expelled for

assaulting Professor Oaten for his anti-India comments.

His high score in the Civil Service examinations meant an almost automatic appointment. He

then took his first conscious step as a revolutionary and resigned the appointment on the premise that

the best way to end a government is to withdraw from it. At the time, Indian nationalists were shocked

and outraged because of the Amritsar massacre and the repressive Rowlatt legislation of 1919.

Returning to India, Bose wrote for the newspaper Swaraj and took charge of publicity for the Bengal

Provincial Congress Committee. His mentor was Chittaranjan Das, spokesman for aggressive

nationalism in Bengal. Bose worked for Das when the latter was elected mayor of Calcutta in 1924. In a

roundup of nationalists in 1925, Bose was arrested and sent to prison in Mandalay, where he contracted

tuberculosis.

Answer the following questions.

a. Where was Subhas Chandra Bose born?

b. Who were his parents?

8. Answer the following questions

a. Why was Bose expelled from Presidency College?

b. Why was he sent to Mandalay?

9. Read the following paragraph and answer the questions given in questions no. 9 and 10.

Dr. Rajendra Prasad, son of Mahadev Sahai, was born in Zeradei village, in the Siwan district of

Bihar, on 3 December 1884. He was the youngest in a large family, & was close to his mother and

eldest brother. He was known as “Rajen” to his family and friends. His father, Mahadev Sahay, was a

scholar of both the Persian and Sanskrit languages, while his mother, Kamleshwari Devi, was a

religious woman. Zeradei’s population was diverse, with both Muslims and Hindus living in relative

harmony.

When Rajendra Prasad was five years old, his parents put him under a Mawlawi, an

accomplished Muslim scholar, to learn the Persian language, followed by Hindi and arithmetic. After

the completion of traditional elementary education, Rajendra Prasad was sent to the Chhapra District

School. At the age of 12, Rajendra Prasad was married to Rajavanshi Devi. He, along with his elder

brother Mahendra Prasad, then went on to study at T.K. Ghosh’s Academy in Patna.

Since childhood, Rajendra Prasad was a brilliant student. He placed first in the entrance examination to

the University of Calcutta and was awarded Rs.30 per month as a scholarship. In 1902, Rajendra Prasad

joined the Presidency College. He was initially a student of science and his teachers included Jagadish

Chandra Bose and Prafulla Chandra Roy. Later he decided to focus on the arts. Prasad lived with his

brother in the Eden Hindu Hostel

Answer the following questions:

a. Where was Rajendra Prasad born?

b. What was he known as?

10. Answer the following questions.

a. Where did he learn the Persian language?

b. Where was he awarded Rs. 30 per month as a scholarship?

PART- B 4 X 5 = 20

Group 1 2 X 5 = 10

Instructions: 1. Answer any two of the following questions.

2. Each question carries five marks.

11. Write instructions on how to prepare tea.

12. Write a cover letter to the Managing Director, Vijaya Cement Works, Godavarikhani as you wish to

apply for the post of Assistant Executive Engineer.

13. Correct the following sentences.

a. They congratulated Aravind for his success.

b. Though Anand is poor, but he is honest.

c. I wish I have a laptop.

d. Nafeesa and me are playing shuttle badminton.

e. Hari is having a car.

Group 2 2 X 5 = 10


2. Each question carries five marks.

14. Write a report on the industry you have visited last week.

15. Observe the following table and write a paragraph analyzing the information given in it.

Table showing the number of students admitted in different courses in Private Engineering colleges in

the past four years.

Year ECE EEE Mechanical Civil CSE

2017 54065 36255 21600 34000 13436

2016 49008 36255 20900 29000 22687

2015 45032 36255 20600 14500 32008

2014 38060 36254 20300 14500 38065

16. Observe the following flow chart and write a paragraph describing the steps involved in creating an e-

mail.

Click Internet Explorer icon

Click create an account

Click sign up

Create your user name

Create a password

Give your mobile number and alternate e-mail id

Enter verification code

Accept to the terms and conditions

PART-C 4 X10 = 40

Group 1 2 X 10 = 20



17. Write a resume to apply for the post of AEE in the Department of Tribal Welfare, Government of

Telangana.

18. Write instructions for the following:

a. Opening an account in a bank.

b. Taking a bus pass for six months

19. Correct the following sentences.

a. One of my friend met me yesterday.

b. Anitha is going to park everyday at 6.00 p.m.

c. Myself went to Hyderabad last month.

d. If you read well, you get the first rank.

e. There was many students in the hall.

f. Prasad wants to quickly write the examination.

g. We ran fastly to catch the bus.

h. Pallavi prefers milk than coffee.

i. When did Kamala went to Hyderabad?

j. Harika returned back my book.

Group 2 2 X 10 = 20



20. Write a report to your Principal on the industrial visit by you to BHEL, Patancheruvu,

Hyderabad.

21. Read the following paragraph and make notes:

In1920, the Congress meeting was held at Nagpur under the leadership of Gandhiji. It was

attended by 15000 delegates and the Congress Constitution was amended and resolutions were taken to

fight Swaraj by nonviolent methods and undo the injustice done to Punjab and Turkey.

This movement was called Non-Cooperation Movement. Renunciation of honorary titles like

‘Sir’ given by British, boycott of legislatures, schools and colleges, courts, tendering resignation to

government jobs nonpayment of taxes to government were the important programmes of this

movement. Gandhi returned his Kaiser-i-Hind title in August, 1920. There were strikes, hartals and

burning of foreign goods all over the country. Many Indian were killed in firings and many other were

jailed.

In Kerala, a rebellion broke out by Mophlah peasants and it was suppressed brutally. Though

Gandhiji warned the people many times not to resort to violent methods, on 5th February, 1922 in

Chauri-Chaura in Uttar Pradesh people resorted to violence. When policemen opened fire on peaceful

demonstrations, the angry people set ablaze the police station and 22 policemen were killed. Gandhiji

stopped the movement because it lost its nonviolent nature. On 10th March, 1922 Gandhiji was arrested

fir six years.

22. Read the following passage and answer the questions that follow:

Subhas Chandra Bose was born in a Bengali Kayasth family on January 23, 1897 in Cuttack (Odiya

Baazar), Orissa, to Janakinath Bose, and Prabhavati Devi. He was the ninth child of 14. He studied in an

Anglo school at Cuttack (now known as Stewart School) until standard 6. He then shifted to Ravenshaw

Collegiate School of Cuttack. From there he went to the prestigious Presidency College where he

studied briefly. His nationalistic temperament came to light when he was expelled for assaulting

Professor Oaten for his anti-India comments.

His high score in the Civil Service examinations meant an almost automatic appointment. He then took

his first conscious step as a revolutionary and resigned the appointment on the premise that the best way

to end a government is to withdraw from it. At the time, Indian nationalists were shocked and outraged

because of the Amritsar massacre and the repressive Rowlatt legislation of 1919. Returning to India,

Bose wrote for the newspaper Swaraj and took charge of publicity for the Bengal Provincial Congress

Committee. His mentor was Chittaranjan Das, spokesman for aggressive nationalism in Bengal. Bose

worked for Das when the latter was elected mayor of Calcutta in 1924. In a roundup of nationalists in

1925, Bose was arrested and sent to prison in Mandalay, where he contracted tuberculosis.

Questions:

i. When and where was Subhas Chandra Bose?

ii. Who was his mentor?

iii. How did Subhas Chandra Bose participate in National Movement after coming back to India?

iv. Why didn’t he join civil Services?

v. What is the synonym of ‘aggressive’?

Department of Technical Education - TELANGANA

State Board of Technical Education and Training – HYDERABAD

Course Title : ENGINEERING MATHEMATICS Course Code : 18C-202F

SEMESTER : II Course Group : COMMON

Teaching Scheme ( L : T : P ) : 36 :24 : 0 ( in Periods ) Credits : 3 CreditsType of Course : Lecture + Assignments Total Contact Periods : 60

CIE : 60 Marks SEE : 40 MarksProgramme : Common to all Engineering Diploma Programmes

Pre requisites

This course requires the basic knowledge of Algebra, Trigonometry in Mathematics at Secondary school level and Basic Engineering Mathematics at Diploma 1st Semester level

Course Outcomes: COs

At the end of the course, the student will have the ability to:

Course Contents:

Co-ordinate geometry

Unit – I Duration: 10 Periods (L: 6.0 – T:4.0)

1. Straight lines: Write the different forms of a straight line – point slope form, two point

form, intercept form, normal form and general form - Find distance of a point from a line, acute angle

between two lines, intersection of two non-parallel lines and distance between two parallel lines -

perpendicular distance from a point to a line - Solve simple problems on the above forms

2. Circle: Define locus of a point, circle and its equation. Find equation of the Circle given (i) Centre and

radius, (ii) two ends of a diameter (iii) Centre and a point on the circumference (iv) three non collinear

points and (v) Centre and tangent equation - general equation of a circle - finding Centre, radius -

tangent, normal to circle at a point on it - simple problems.

Unit – II Duration: 8 Periods (L: 4.8 – T:3.2)

CO 1 Formulate the equations of Straight Line , Circle and Conic Sections

CO 2 Evaluate the Limits of different Functions

CO 3 Determine the Derivatives of Various Functions

CO 4 Find the Successive Derivatives and Partial Derivatives of Functions

CO 5 Use Differentiation in Geometrical and Physical Applications

CO 6 Find Maxima and Minima.

3.Conic Sections: Define a conic section, focus, directrix, eccentricity, axes and latus rectum – Find equation

of a conic when focus directrix and eccentricity are given. Properties of parabola, ellipse and hyperbola -

standard forms with Vertex (Centre) at the Origin and Axis (Axes) along Co – Ordinate Axes only – Simple

Problems.

Differential Calculus

Unit-III Duration: 12 Periods (L: 7.2 – T:4.8)

4. Functions & Limits : Concept of Limit- Definition- Properties of Limits and Standard Limits ( without

proof ) - lim ,n n

x a

x a

x aÆ

-- 0

sinlim ,x

x

xÆ 0

tanlim ,x

x

xÆ 0

1lim ,

x

x

a

xÆ

-0

1lim ,

x

x

e

xÆ

- 1

0lim(1 ) ,x

xx

Æ+

1lim 1

x

x xÆ•

Ê ˆ+Á ˜Ë ¯

- Simple

Problems . Evaluate the limits of the type 2

2limx l

a x b x c

x xa b gÆ

+ ++ +

and ( )

lim( )x

f x

g xÆ•

5. Differentiation – I : Concept of derivative - definition from first principle as 0

( ) ( )limh

f x h f x

hÆ

+ - -

different notations - derivatives of elementary functions like xn , ax, ex, log x, sin x, cos x, tanx, Secx, Cosecx and Cotx. Derivatives of sum, product, quotient, scalar multiplication of functions -problems. Derivative of function of a function (Chain rule) with illustrative examples such as

(i) 2 2t

t+ (ii) 2 sin 2x x (iii)

2 1

x

x +(iv) ( )log sin(cos )x .

Unit – IV Duration: 12 Periods (L: 7.2 – T:4.8)

6. Differentiation – II: Derivatives of inverse trigonometric functions, derivative of a function with respect to

another function, derivative of parametric functions, derivative of hyperbolic, implicit functions, logarithmic

differentiation – problems in each case. Higher order derivatives - examples – functions of several

variables – partial differentiation, Euler’s theorem-simple problems.

Applications of Derivatives:

Unit – V Duration: 8 Periods (L: 4.8 – T:3.2)

7. Geometrical Applications: Geometrical meaning of the derivative, equations of Tangent and normal to a

curve at any point on the curve. Lengths of tangent, normal, sub tangent and subnormal to the curve at

any point on it. Angle between two intersecting curves - problems.

Unit – VI Duration: 10 Periods (L: 6 – T:4)

8. Physical Applications: Physical applications of the derivative – Explain the derivative as a rate of

change in distance-time relations to find the velocity and acceleration of a moving particle with examples.

Explain the derivative as a rate measure in the problems where the quantities like volumes, areas vary

with respect to time- illustrative examples– Simple Problems.

9. Maxima & Minima: Applications of the derivative to find the extreme values – Increasing and decreasing

functions, finding the maxima and minima of simple functions - problems leading to applications of

maxima and minima.

References

1. Co - Ordinate Geometry – by S.L. Loney

2. Thomas Calculus, Pearson Addison – Wesley Publications

3. Calculus – I by Shanti Narayan and Manicavachagam Pillai, S.V Publications.

4. NCERT Mathematics Text Books Of Class XI, XII.

5. Intermediate Mathematics Text Books (Telugu Academy)

Suggested E-Learning references

1. www.freebookcentre.net/mathematics/introductory-mathematics-books.html

2.E-books:www.mathebook.net

Specific Learning Outcomes

Coordinate Geometry

Unit – I

1.0 Solve the problems on Straight lines

1.1 Write the different forms of a straight line – point slope form, two point form, intercept form, normal form and general form

1.2 Solve simple problems on the above forms

1.3 Find distance of a point from a line, acute angle between two lines, intersection of two non-parallel

lines and distance between two parallel lines.

2.0 Solve the problems on Circles

2.1 Define locus of a point, circle and its equation.

2.2 Find the equation of a circle given

(i) Centre and radius

(ii) Two ends of a diameter

http://www.freebookcentre.net/mathematics/introductory-mathematics-books.html

(iii) Centre and a point on the circumference

(iv) Three non collinear points

(v) Centre and tangent

2.3 Write the general equation of a circle and find the centre and radius.

2.4 Write the equation of tangent and normal at a point on the circle.

2.5 Solve the problems to find the equations of tangent and normal.

Unit – II

3.0 Appreciate the properties of Conics in engineering applications

3.1 Define a conic section.

3.2 Understand the terms focus, directrix, eccentricity, axes and latus rectum of a conic with

illustrations.

3.3 Find the equation of a conic when focus, directrix and eccentricity are given

3.4 Describe the properties of Parabola, Ellipse and Hyperbola

3.5 Solve problems in simple cases of Parabola, Ellipse and Hyperbola.

Differential Calculus

UNIT - III

4.0 Use the concepts of Limit for solving the problems

4.1 Understand the concept of limit and meaning of lim ( )x a

f x lÆ

and state the properties of limits.

4.2 Mention the Standard limits lim ,n n

x a

x a

x aÆ

-- 0

sinlim ,x

x

xÆ 0

tanlim ,x

x

xÆ 0

1lim ,

x

x

a

xÆ

-0

1lim ,

x

x

e

xÆ

- 1

0lim(1 ) ,x

xx

Æ+

1lim 1

x

x xÆ•

Ê ˆ+Á ˜Ë ¯

(All without proof).

4.3 Solve the problems using the above standard limits

4.4 Evaluate the limits of the type 2

2limx l

a x b x c

x xa b gÆ

+ ++ +

and ( )

lim( )x

f x

g xÆ•

5.0 Appreciate Differentiation and its meaning in engineering situations

5.1 State the concept of derivative of a function y = f(x) – definition, first principle as

0

( ) ( )limh

f x h f x

hÆ

+ - and also provide standard notations to denote the derivative of a function.

5.2 State the significance of derivative in scientific and engineering applications.

5.3 Find the derivatives of elementary functions like xn , ax, ex, log x, sin x, cos x, tanx, Secx, Cosecx

and Cot x using the first principles.

5.4 Find the derivatives of simple functions from the first principle.

5.5 State the rules of differentiation of sum, difference, scalar multiplication, product and quotient of functions with illustrative and simple examples.

5.6 Understand the method of differentiation of a function of a function (Chain rule) with illustrative examples such as

(i) 2 2t

t+ (ii) 2 sin 2x x (iii)

2 1

x

x +(iv) ( )log sin(cos )x .

Unit – IV

6.0 Appreciate Differentiation and its meaning in engineering situations

6.1 Find the derivatives of Inverse Trigonometric functions and examples.

6.2 Understand the method of differentiation of a function with respect to another function and also

differentiation of parametric functions with examples.

6.3 Find the derivatives of hyperbolic functions.

6.4 Explain the procedures for finding the derivatives of implicit function with examples.

6.5 Explain the need of taking logarithms for differentiating some functions with examples like [f(x)]g(x).

6.6 Explain the concept of finding the higher order derivatives of second and third order with examples.

6.7 Explain the concept of functions of several variables, partial derivatives and difference between the ordinary and partial derivatives with simple examples.

6.8 Explain the definition of Homogenous function of degree n

6.9 Explain Euler’s theorem for homogeneous functions with applications to simple problems.

Applications of Differentiation

UNIT - V

7.0 Understand the Geometrical Applications of Derivatives

7.1 State the geometrical meaning of the derivative as the slope of the tangent to the curve y=f(x) at any

point on the curve.

7.2 Explain the concept of derivative to find the slope of tangent and to find the equation of tangent and normal to the curve y=f(x) at any point on it.

7.3 Find the lengths of tangent, normal, sub-tangent and sub normal at any point on the curve y=f(x) .

7.4 Explain the concept of angle between two curves and procedure for finding the angle between two given curves with illustrative examples.

Unit – VI

8.0 Understand the Physical Applications of Derivatives

8.1 Explain the derivative as a rate of change in distance-time relations to find the velocity and acceleration of a moving particle with examples.

8.2 Explain the derivative as a rate measurer in the problems where the quantities like volumes, areas vary with respect to time- illustrative examples.

9.0 Use Derivatives to find extreme values of functions

9.1 Define the concept of increasing and decreasing functions.

9.2 Explain the conditions to find points where the given function is increasing or decreasing with illustrative examples.

9.3 Explain the procedure to find the extreme values (maxima or minima) of a function of single variable - simple problems yielding maxima and minima.

9.4 Solve problems on maxima and minima in applications like finding areas, volumes, etc.

Suggested Student Activities

1. Student visits Library to refer Standard Books on Mathematics and collect related material.

2. Quiz

3. Group discussion

4. Surprise tests

5. Seminars

6. Home assignments.

Course Content and Blue Print of Marks for SEE – 202F

R – Remembering: 20 M U – Understanding : 30 M A -- Application : 60 M

UNIT No.

UNIT NAME Periods Questions for SEE Marks weightage Weightage

%R U A

I Straight lines 4 1 28Circles 6 1 1 7

II Conic Sections 8 1 10 9

III

Functions & Limits 6 1 28Differentiation – I 6 1 1 7

IV Differentiation – II12 1 10 9

V Geometrical Applications 8 3 1+2 31 (6+5+20) 28.5

VI

Physical Applications 5 2 2+1 24 (4+5+5+10)

37.5Maxima & Minima 5 1 1+1 17 (2+5+10)

Total 60 10 4 8 110 100

DISTRIBUTION OF QUESTIONS/MARKS FOR SEMESTER MID/END EXAMINATION – 202F

Module Unit No.

No. of Periods


UNIT WISE WEIGHTAGE

(MS+EE) WEIGHTAGE


MID END MID END MID END MS-I

MS-II

MS-III

END EXAM

PART-AI 10 3 2 2 1 2 0 36 - - 9 45

74II 8 2 0 1 0 1 1 19 - - 10 29

PART-BIII 12 3 2 1 1 1 0 - 21 - 9 30

74IV 12 2 0 2 0 2 1 - 34 - 10 44

PART-CV 8 2 1 1 0 1 1 - - 19 12 31

72VI 10 3 0 2 1 2 0 - - 36 5 41

TOTAL 60 15 5 9 3 9 3 55 5555 55

220 220110

LEGEND

R: Remembering

U: Understanding

A: Applying

Question Paper Blue Print for SEE

Course: ENGINEERING MATHEMATICS CODE: 18COMMON202F

UNIT No./NAME No. of Hours

PART – A 2 Marks

PART – B5 Marks

PART– C 10 Marks

Marks weightage

Weightage (%)

I a).Straight Lines 04 01 ---- ---- 02

8b).Circles 06 01 01 ---- 07

II Conic Sections 08 ---- ---- 01 10 9III a).Functions & Limits 06 01 ---- ---- 8

02

b). Differentiation – I(up to Chain rule)

06 01 01 ---- 07

IV Differentiation – II 12 ---- ---- 01 109

V Geometrical Applications

08 03 01 02 3128.5

VI a).Physical Applications

05 02 02 01 24

37.5b).Maxima and Minima

05 01 01 01 17

TOTAL 60 10 06 06 110 100

Questions to be Answered 10 04 04 80

C18Common202F

STATE BOARD OF TECHNICAL EDUCATION & TRAINING, TELANGANA

DIPLOMA EXAMINATIONS, MODEL PAPER, II SEMESTER

ENGINEERING MATHEMATICS

TIME: 3 Hours Max. Marks: 80

PART – A Marks: 10 X 2 = 20

NOTE: 1) Answer ALL questions and each question carries Two marks.2) Answers should be brief and straight to the point and shall not exceed three

simple sentences

1. Find the slope of the curve y = x2 + 2x – 1 at (1, 2)2. Write the formula to find the equation of Normal to a given curve at a point (??????3. Write the condition for orthogonality of two intersecting curves?4. Find the velocity of a particle when S = ?? ? ??−? at t = 1sec .5. Find the acceleration of the particle when S = t2 – 6t + 8 (t is in sec.) at the instant where the velocity is

zero.6. Define increasing and decreasing functions.7. Find the distance between parallel lines 2x + 3y + 5 =0 and 2x + 3y + 9 = 0

8. Find the centre of the circlex2+ y2 – 6x + 4y – 12 = 0.

9. Evaluate 789

1322

23

0 +++-

Æ xx

xxLtx

10. Differentiate x3 + sinx w.r.t. x

PART – B

Group -1 Marks: 2 X 5 = 10

NOTE: 1) Answer any Two questions and each question carries Five marks2)The answers should be comprehensive and the criteria for valuation is the content

but not the length of the answer.

11. Find the equations of the tangent and normal to the curve y = x2 + 2x – 1 at (1,2)

12. The volume of spherical balloon is increasing at a rate of 40 cu.cm/sec. Find the rate of

increase of its surface area and radius at the instant when its radius is 10 cms.

13. Find the Maximum and Minimum values of 4x3 – 3x2– 18x + 12

Group -2 Marks : 2 X 5 = 10



14. Find the equation of the Circle passing through the points (0, 0), (a,0) and (0, b).

15. Find dx

dy, If y = Sin(x2 + 2x + 1)3

16. A Circular metal plate expands by heat so that its radius is increasing at the rate of

0.02 cm per second. At what rate its area is increasing when the radius is 20 cm?

PART – C

Group-1 Marks: 2 X 10 = 20

NOTE:1) Answer any Two questions and each question carries Ten marks2)The answers should be comprehensive and the criteria for valuation is the content


17. Show that the curves ?? ? ??? ??? ?? ? ?? ??????ℎ ??ℎ?????ℎ?????????? ?? ? ????

18. An inverted cone has a depth of 10 cm., base radius is 4 cm , water is poured in to the

cone at the rate of 1 cc/sec . Find the rate at which the level of water is increasing

when the height of the water level is 6 cm .

19 A rectangular sheet of metal of dimensions 8cm X 5 cm , equal squares are cut off from

the corners and the flaps are then folded up to form an open rectangular box . Find the

side of the square cut off so that the box may be of greater capacity. What is the

maximum capacity of the box so made.

Group-2 Marks: 2 X 10 = 20

NOTE:1) Answer any Two questions and each question carries Ten marks2)The answers should be comprehensive and the criteria for valuation is the content but not the length of the answer.

20. Find the Centre, Vertices, Eccentricity, Foci, Lengths of axes, Length of Latus Rectum,

and equations of Directrices of the Hyperbola ????−??

?? ? ?21 a) Find the derivative of logSinx w.r.t Cotx

b) Find axyyxzify

z

x

z3,& 33

2

2

2

2

-+∂∂

∂∂

22. a) Find the angle between the curves y = x2 , y = 4 – x2

b) Find the lengths of the tangent, normal, sub-tangent and sub-normal for the curve

y = x3 – 3x2 – 8x – 2 at (3, 4)

@@@

Code: C18-Common-202FSTATE BOARD OF TECHNICAL EDUCATION & TRAINING, TELANGANA

BOARD DIPLOMA EXAMINATIONSMID SEM –I, MODEL PAPER, II SEMESTER

ENGINEERING MATHEMATICSTIME: 1: 30 Hours Max. Marks: 40


NOTE: 1) Answer ALL questions and each question carries Two marks.2) Answers should be brief and straight to the point and shall not exceed three

simple sentences

1. Find the distance between parallel lines 2x + 3y + 5 =0 and 2x + 3y + 9 = 02. Find the slope of the straight line 3x + 4y + 9 = 03. Find the radius of the circlex2+ y2 – 6x + 4y – 12 = 0.4. Find the focus and length of latus rectum of the parabola y2 = 8x

5. Find the Length of major and minor axes of the Ellipse ???? ? ??

? = 1

PART – B Marks: 2 X 5 = 10



6. Find the point of intersection of the lines x – 3y + 6 = 0 and 2x + 3y – 10 = 0 .

7. Find the equation of the Circle passing through the points (0, 0), (1,0) and (0,2)

8. Find the equation of the Parabola with focus at (2 , -3 ) and whose directrix is

3x – 4y + 16 = 0

PART – C Marks: 2 X 10 = 20

NOTE: 1) Answer any Two questions and each question carries Ten marks2)The answers should be comprehensive and the criteria for valuation is the content


9a) Find the angle between the lines 2x – y + 3 = 0 and x +y – 2 = 0

b) Find the equation of the straight line passing through the point ( 2 , -5 ) and perpendicular to the line 7x + 2y – 1 = 0 .

10 Find the equations of the Tangent and Normal to the Circle ?? ? ??−??−??−? ? ?at ( 2 , -2 )

11. Find the Centre, Vertices, Eccentricity, Foci, Lengths of axes, Length of Latus Rectum,

and equations of Directrices of the Hyperbola ????−??

? ? ?@@@

Code: C18-Common-202F


BOARD DIPLOMA EXAMINATIONS

MID SEM –II, MODEL PAPER, II SEMESTER

ENGINEERING MATHEMATICS

TIME: 1: 30 Hours Max. Marks: 40


NOTE: 1) Answer ALL questions and each question carries Two marks.2) Answers should be brief and straight to the point and shall not exceed three simple

sentences

1. Evaluate 789

1322

23

0 +++-

Æ xx

xxLtx

2. Evaluate ????→????????

3. Differentiate x3 + Tanx w.r.t. x

4. Find ?????? ? ?? ? ? ?? ? ???−?? ? ?

5. Find ???? ?? ? ? ?? ? ?? ? ????

PART – B Marks: 2 X 5 = 10



6. Evaluate ; ????→? ???????⋯????? ?

7. If y = Cosxtanx , find dx

dy

8. Find ???? ?? ? ? ??? ?? ? ????

PART – C Marks: 2 X 10 = 20

NOTE: 1) Answer any Two questions and each question carries Ten marks2)The answers should be comprehensive and the criteria for valuation is the content


9. Find dx

dy, If y = ??? ????

?? ??

10. If ? ? ????????????????ℎ?? ???? ? ??? ? ? ? ?.

11 If ? ? ????? ????????? ? ?ℎ?? ??????ℎ?? ???

?? ? ? ???? ? ????

@@@

CO / PO - MAPPING

CO PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 Mapped POs

CO1 3 2 2 3 1,2,3,10

CO2 3 2 2 3 1,2,3,10

CO3 3 2 2 3 1,2,3,10

CO4 3 2 2 3 1,2,3,10

CO5 3 2 2 1,2,3

CO6 3 2 2 1,2,3

@@@


State Board of Technical Education & Training (TS)

Course Title Applied Physics Course Code 18C-203FSemester II Course Group CoreTeaching Scheme in Pds/Hrs(L:T:P)

30:15:0 Hrs 40:20:00 Pds

Credits 3

Type of course Lecture+Assignments Total Contact Hrs

60Pds

CIE 60 Marks SEE 40 Marks

Pre requisites: Basic High school science, basic mathematics

Course Objectives: After studying this course, the student will be able to understand and appreciate the role of Engineering Physics in different areas of engineering and technology.

Course outcomes: On successful completion of the course, the student will have the ability to attain below Course outcomes (CO):

Course Outcomes Linked POs Teaching Hours

CO 1 Apply knowledge of waves and sound in engineering problems.

PO1,PO2

10CO 2 Apply knowledge of Simple Harmonic Motion to

solve engineering problemsPO1, PO2

10CO 3 Use modern instruments in engineering PO1,

PO2,PO3, PO4 10

CO 4 Use various magnetic materials in engineering equipments

PO1, PO2,PO3 10

CO 5 Use various electrical measuring instruments as tools in engineering

PO1, PO2,PO3,

PO4 10CO 6 Apply Electronics principles in engineering problems PO1,

PO2,PO3, PO4 10

APPLIED PHYSICSCourse Contents

1. UNIT – 1 WAVES AND SOUND Duration: 10 periods (L:6.0 – T: 4.0)

Wave motion – definition and characteristics – audible range – infrasonic and ultrasonic – longitudinal and transverse waves – examples – Relation between wavelength, frequency and velocity of a wave –derivation –stationary waves- beats - applications of beats - Doppler effect – list of applications –ultrasound and radar in medicine and engineering as special emphasis - echo –definition - applications - relation between time of echo and distance of obstacle –derivation- Reverberation and time of reverberation - Sabine’s formula - Free and forced vibrations - Resonance - Conditions of good auditorium - noise pollution – definition – effects and methods to minimize noise pollution - problems

2. UNIT – 2SIMPLE HARMONIC MOTIONDuration: 10 periods (L:6.0 – T: 4.0)

Periodic motion - Simple Harmonic Motion (SHM)– definition - examples - Conditions for SHM –Projection of circular motion on any diameter of a circle is SHM - Expressions for Displacement, Velocity and Acceleration of a particle executing SHM – derivations - Time period, frequency, amplitude and phase of particle in SHM - Ideal simple pendulum – time period of simple pendulum –derivation - laws of simple pendulum-Seconds pendulum- problems.

3. UNIT – 3MODERN PHYSICSDuration: 10 periods (L:6.0 – T: 4.0)

Photo electric effect - Einstein’s photo electric equation – Work function and threshold frequency -laws of photo electric effect - applications of photo electric effect – photo cell - concept of Refraction of light - critical angle and total internal reflection - principle of Optical fiber - Applications of optical fiber – LASER – definition and characteristics – principle of LASER - spontaneous and stimulated emission-population inversion-examples of LASER – Uses.

4. UNIT-4 MAGNETISM Duration: 10 periods (L:6.0 – T: 4.0)

Magnetic field - magnetic lines of force -properties - Uniform and Non-uniform magnetic field –Magnetic length, pole strength – magnetic induction field strength- definition - Coulomb’s inverse square law of magnetism - expression for moment of couple on a bar magnet placed in a uniform magnetic field – derivation - expression for magnetic induction field strength at a point on the axial line of a bar magnet -derivation- Dia, Para and Ferro magnetic materials – examples - related problems.

5.UNIT-5 ELECTRICITY AND MEASURING INSTRUMENTSDuration: 10 periods (L:6.0 – T: 4.0)

Ohm’s law –Ohmic and non ohmic conductors – examples - Temperature dependence of resistance –coefficients of resistance with examples - Specific resistance – units – conductance- moving coil galvanometer - conversion of galvanometer into ammeter and voltmeter with diagram (qualitatively) –Kirchhoff’s current and voltage laws in electricity – Expression for balancing condition of Wheatstone’s bridge – derivation – Meter bridge –working with neat diagram –Superconductivity-definition-superconductors-definition and examples-applications- related problems.

6. UNIT – 6 ELECTRONICS Duration: 10 periods (L:6.0 – T: 4.0)

Solids – definition – energy bands in solids- valence band, conduction band and forbidden band –Energy band diagram of conductors, insulators and semiconductors – concept of Fermi level - Intrinsic semiconductors - examples - Concept of holes in semiconductors - Doping - Extrinsic semiconductor -P-type and N-type semiconductors - PN Junction diode – Forward Bias and Reverse Bias - Applications of PN diode - Diode as rectifier – principle – principle of Light Emitting Diode and solar cell.

References:

1. Engineering Physics by R.K. Gaur, S.L. Gupta, Dhanpatrai Publications, New Delhi.2. ISC Physics, Book I&II, P. Vivekanandan, DK Banerjee, S Chand, New Delhi.3. Intermediate Physics, Vol. I&II, Telugu Academy, TS, Hyderabad.4. Fundamentals of Physics by Halliday and Resnick.

Specific learning outcomes:

Upon completion of the course the student shall be able to

1. know the concept of Waves and Sound

1.1 Define wave. Explain the characteristics of wave (frequency, wavelength, amplitude)1.2 Explain audibility range of sound.1.3 Define infrasonic and ultrasonic sounds.1.4 Define longitudinal and transverse wave motion. Write examples for each. Distinguish between them.1.5 Derive the relation between wavelength, frequency and velocity of wave (v ꞊ nλ)1.6 Define stationary waves. 1.7 Explain the phenomenon of beats. List the applications of beats.1.8 Explain Doppler Effect. List the applications of Doppler Effect.1.9 Application of Doppler Effect in medicine and engineering - ultrasound and radar.1.10 Define echo. List the applications of echo. 1.11 Derive the relation between time of echo and distance of obstacle.1.12 Explain Reverberation and time of reverberation.1.13 Write Sabine’s formula and explain the terms.1.14 Define free and forced vibrations.1.15 Define resonance with examples.1.16 State the conditions of a good auditorium.1.17 Define noise pollution. 1.18 List the effects and methods to minimize noise pollution.1.19 Solve related numerical problems.

2. know the concept of Simple Harmonic Motion

2.1 Define periodic motion2.2 Define Simple Harmonic Motion (SHM) 2.3 List the examples of SHM.2.4 State the conditions of simple harmonic motion2.5 Projection of circular motion on any diameter of a circle is SHM.2.6 Derive the expressions for Displacement, Velocity and Acceleration of a particle executing SHM.2.7 Define the terms time period, frequency, amplitude and phase of particle in SHM2.8 Define Ideal simple pendulum and derive the expression for time period of simple pendulum.2.9 State the laws of simple pendulum.2.10 Define seconds pendulum.

2.11 Solve related numerical problems.

3. know the concept of Modern Physics

3.1 Explain Photo electric effect.3.2 State Einstein’s photo electric equation.3.3 Define terms work function and threshold frequency.3.4 State laws of photo electric effect.3.5 List the applications of photo electric effect.3.6 Define critical angle.3.7 Define Total internal reflection.3.8 State conditions for Total internal reflection3.9 What is Optical fiber? and explain working principle of optical fiber3.10 List the applications of optical fiber.3.11 Explain the principle of LASER.3.12 Define spontaneous and stimulated emission.3.13 Define population inversion.3.14 List the examples of LASER.3.15 List the uses of LASER.

4 know the concept of Magnetism

4.1 Define magnetic field.4.2 Define magnetic lines of force.4.3 State the properties of magnetic lines of force.4.4 Define Uniform and Non-uniform magnetic field.4.5 Define the terms magnetic length and pole strength of a bar magnet.4.6 Define magnetic induction field strength.4.7 State and explain Coulomb’s inverse square law of magnetism.4.8 Derive the expression for moment of couple on a bar magnet placed in a uniform

magnetic field.4.9 Derive the formula for magnetic induction field strength at a point on the axial line of a bar magnet.4.10 Define Dia, Para and Ferro magnetic materials with examples.4.11 Solve related numerical problems.

5 know the concept of Electricity and measuring instruments

5.1 State Ohm’s law – Define ohmic and non ohmic conductors with examples5.2 Explain temperature dependence of resistance – types of temperature coefficients with examples5.3 Define specific resistance. Write its units.5.4 Define conductance.5.5 Write the formulae for effective resistance in series and parallel combination of resistors.5.6 State and explain Kirchhoff’s current and voltage laws in electricity.5.7 Explain moving coil galvanometer.5.8 How a galvanometer is converted to ammeter and voltmeter?5.9 Derive an expression for balancing condition of Wheatstone’s bridge with legible sketch.5.10 Explain briefly Meter Bridge with neat diagram.5.11 Define superconductivity.5.12 Define superconductor. Give examples.5.13 List the applications of superconductors.5.14 Solve related numerical problems.

6 know the concepts of Electronics and applications

6.1 Define solid. 6.2 Define valence band, conduction band and forbidden band.6.3 Explain conductors, insulators and semiconductors on the basis of energy band diagram.6.4 Explain the concept of Fermi level.6.5 Define intrinsic semiconductors.6.6 List the examples for intrinsic semiconductors.6.7 Explain the concept of hole in semiconductors.6.8 Define doping6.9 Define extrinsic semiconductors.6.10 Explain P-type and N-type semiconductors.6.11 Explain PN Junction Diode (formation only).6.12 Explain forward and reverse bias of PN diode (biasing and flow of majority and minority carriers with

diagram only)6.13 List applications of PN Diode.6.14 Explain the principle of diode as a rectifier.6.15 Explain working principle of Light Emitting Diode (LED)6.16 Explain the working principle of solar cell.

Internal evaluation

Test Units Marks PatternMid Sem 1 1 and 2 20 Part A-5 Short answer questions

Part B-2 Essay questions out of 3 QuestionsPart C-2 Essay questions out of 3 Questions

Mid Sem 2 3 and 4 20 Part A-5 Short answer questions Part B-2 Essay questions out of 3 QuestionsPart C-2 Essay questions out of 3 Questions

Slip Test 1 1 and 2 5 2 Essay Questions out of 3 QuestionsSlip Test 2 3 and 4 5 2 Essay Questions out of 3 Questions

Assignment 1 5 Different group assignments of Higher order Questions that develop problem solving skills and critical thinking should be given

Seminars 1 5Total 60


1. Student visits Library to refer Text books, reference books and manuals to find their specifications.2. Student inspects the available equipment in the Physics Lab to familiarize with them.3. Quiz4. Seminar5. Group discussion6. Surprise test

Cognitive levels: R=Remember, U=Understand, A=Apply

MID END MID END MID END MS-I MS-II MS-IIIEND

EXAM

1 WAVES AND SOUND 10 3 1 2 1 1 0 26 _ _ 7 33

2SIMPLE HARMONIC

MOTION 10 2 1 1 0 2 1 29 _ _ 12 41

3 MODERN PHYSICS 10 2 1 1 0 2 1 _ 29 _ 12 41

4 MAGNETISM 10 3 1 2 1 1 0 _ 26 _ 7 33

5ELECTRICITY AND

MEASURING INSTRUMENTS

10 3 0 2 0 1 1 _ _ 26 10 36

6 ELECTRONICS 10 2 1 1 1 2 0 _ _ 29 7 36

55 55

PART-B 74

DISTRIBUTION OF QUESTIONS/MARKS FOR SEMESTER MID/END EXAMINATION

MODULEUNIT NO

UNIT NAME Periods

NUMBER OF QUESTIONS TO BE CONSIDEREDUNIT WISE

WEIGHTAGE

(MS+EE) WEIGHT

AGER U A MARKS WEIGHTAGE

PART-A 74

PART-C 72

TOTAL 60 15 5 9 3 3 55 55 220 220110

9

MODEL QUESTION PAPER (MID SEM-I)

BOARD DIPLOMA EXAMINATION, (C-18)

SECOND SEMESTER, 18 COMMON-203F

APPLIED PHYSICS

Time: 1 ?? Hours] [Max Marks: 40

PART-A

Answer ALL questions. Each question carries two marks. 5 x 2 = 10

1. Write Sabine’s formula and explain terms in it.2. An observer listens echo from a distant hill in 10 sec. If velocity of sound in air is 340 m/s find distance

between observer and hill.3. Define transverse and longitudinal wave motion.4. Define SHM and give examples.5. Find length of seconds pendulum.

PART-B

Answer any TWO questions. Each question carries five marks. 2 x 5 = 10

6. Define noise pollution and write methods to reduce noise pollution.7. Define Doppler effect and write its application.8. Write conditions for SHM.

PART-C

Answer any TWO questions. Each question carries ten marks. 2 x 10 = 20

9 (a) Define beats and write its applications. (5)(b) Write conditions for good auditorium. (5)

10 (a) Derive formula for velocity and acceleration in case of SHM. (6)(b) A body under SHM is represented by y = 10 Sin(6t) in meter. Find its maximum velocity

and maximum acceleration. (4)11 (a) Define ideal simple pendulum. Find expression for time period in case of simple

pendulum. (7)(b) State laws of simple pendulum.(3)

MODEL QUESTION PAPER (MID SEM-II)


SECOND SEMESTER, 18 COMMON-203F

APPLIED PHYSICS

Time: 1 ?? Hours] [Max Marks: 40

PART-A

Answer ALL questions. Each question carries two marks. 5 x 2 = 10

1. Define photo electric effect.2. Define threshold frequency.3. Define magnetic length of a bar magnet.4. Find the magnetic moment of a bar magnet of length 20 cm and pole strength is 5 A-m. 5. Write any two properties of bar magnet.

PART-B

Answer any TWO questions. Each question carries five marks. 2 x 5 = 10

6. Write Einstein’s photo electric equation and explain the terms in it.7. What conditions are required for total internal reflection to take place.8. State and explain Couloumb’s inverse square law.

PART-C

Answer any TWO questions. Each question carries ten marks. 2 x 10 = 20

9 (a). State the laws photo electric effect. (6)(b). Write the applications of photo electric effect. (4)

10(a). Discuss the expression for moment of a couple on a bar magnet placed in a uniform magnetic field. (6)

(b). A bar magnet of length 20 cm and pole strength 5 A-m makes an angle 300 with auniform magnetic field of induction 100 tesla. Find the moment of couple on it.

(4)11(a). Derive the expression for magnetic induction field strength at a point on the axial

line. (7)(b). Calculate the magnetic induction due to a short bar magnet of magnetic moment

0.5 A m2 at a distance of 20 cm on the axial line from the mid point of magnet. (3)

Semester End Examination marks distribution

Short Answer Essay Marks

Part A 10 0 20

Part B 0 4/6 20

Part C 0 4/6 40

Total 10 8/12 80

18COMMON-203F


MODEL PAPER

SECOND SEMESTER EXAMINATION

APPLIED PHYSICS

Time: 3 Hours] [Max Marks: 80

PART-A 10 x 2 = 20

Instructions: (1) Answer ALL questions.(2) Each question carries TWO marks.

1. Define terms reverberation and reverberation time.2. Define terms time period and frequency in case of SHM.3. Write Einstein Photo electric equation. Explain terms involved in it.4. Define uniform magnetic field and non uniform magnetic field.5. Define ohmic and non ohmic conductors.6. Define specific resistivity.7. Define super conductors and give examples.8. Define conduction band and valence band.9. Define intrinsic and extrinsic semi conductors.10. Write applications of PN Diode.

PART-B

GROUP-1 Answer any TWO questions 2 x 5 = 10

11. Define echo. Derive formula for minimum distance to listen echo. (1+4)12. Define noise pollution. Write four bad effects of noise pollution. (1+4)13. Derive expression for couple acting on a bar magnet placed inside a uniform magnetic field.(5)


14. Explain conversion of galvanometer into ammeter and voltmeter with the help ofdiagrams. (2+3)

15. Draw energy band diagrams for conductors, insulators and semi conductors.16. Explain the working of solar cell.

PART-C


17 (a) Derive expression for time period in case of simple pendulum. (7) (b) Find the length of seconds pendulum on the surface of moon (g on the moon = 1/6 th of g on the

earth) (3) 18 (a) Define Dia, para and ferro magnetic materials. (3)

(b) Derive formula for magnetic induction field strength at a point on the axial line of bar magnet.(7)

19 (a) State and explain Kirchhoff’s law. (6) (b) Two wires of same material are having lengths in the ratio 2:3 and radii 1:2. Find the ratio of their

resistances. (4)


20 (a) Derive an expression for balancing condition of Wheatstone’s bridge. (7)(b) Three currents 1 mA, 3 mA and x mA are flowing towards a junction and two currents 2 mA and 3 mA

are flowing away from the junction. Find the value of x. (3)21 (a) What is doping? Explain formation of P-type and N-type semi conductors. (7)

(b) Explain principle of diode as rectifier.(3)22 (a) What is PN diode? Draw diagrams for forward and reverse bias. (6)

(b) Explain the working principle of Light Emitting Diode (LED) (4)


State Board of Technical Education & Training (TS)

Prerequisite:Basic knowledge of chemistry in secondary education.

Course Objectives: After studying this course the student will be able to understand and appreciate the role of Chemistry and environmental studies in different spheres of industries.

Course Outcome:On successful completion of the course, the students will have ability to attain below Course Outcomes (CO):

CO Course outcome CL Linked PO

Teaching periods

CO1 Understand and explain the different metallurgical processes, alloys and applications of alloys

R/U/A 1,2,9,10 10

CO2 Understand and explain corrosion and preventive methods of corrosion

R/U/A 1,2,9,10 10

CO3 List out the different methods of preparation and industrial uses of plastics, rubber and fibers. vulcanization of rubber and its applications

R/U/A 1,2,5,6,7, 10

12

CO4 Classify the fuels and explain basic terms of fuel, outline the composition and industrial use of gaseous fuels

R/U/A 1,2,10 8

CO5 Under stand and Explain Galvanic cell, emf of cell - electro chemical series-Applications of Galvanic cells, batteries and cells and distinguish the Galvanic and electrolytic cell

R/U/A 1,2,5 12

CO6 Explain the causes, effects and controlling methods of air and water pollutions.

R/U/A 1,2,5,7 8

Total Periods 60

Legends: R = Remember, U= Understand, A = Apply

ENGINEERING CHEMISTRY AND ENVIRONMENTAL STUDIESCOURSE CONTENTS

UNIT - I: Metallurgy: (10 periods)Characteristics of Metals - distinguish between Metals and Non Metals- Ore, Gangue, Flux, Slag -Concentration of Ore -Froth floatation - Methods of Extraction of crude Metal - Roasting, Calcination, Smelting – Alloys-purpose of making alloys - Composition of Brass, German silver, Nichrome, Stainless steel and Duralumin

Course Title: Engineering Chemistry and Environmental Studies

Semester : Semester IITeaching Scheme in hours (L:T:P) : 30:15:00Type of course : Lecture + AssignmentsCIE : 60 Marks

Course Code : 18-Common-204F

Course Group : CommonCredits : 3Total Contact Hours : 60 periodsSEE : 40 Marks

UNIT – II: Corrosion: (10 periods)Introduction - factors influencing the rate of corrosion - electrochemical theory of corrosion - composition, stress and concentration cells- rusting of iron and its mechanism - prevention of corrosion - coating methods, Paints-constituents and characteristics of paints-cathodic protection.

UNIT – III: Polymers: (12 periods)

Introduction - polymerization - types of polymerization - addition, condensation with examples - plastics - types of plastics - advantages of plastics over traditional materials - Disadvantages of using plastics - preparation and uses of the following plastics: 1. Polythene 2. PVC 3. Teflon 4.Polystyrene 5. Urea formaldehyde 6. Bakelite - Rubber - Elastomers –Preparartion of Butyl rubber, Buna-s, Neoprene rubber and their uses-Fibres-Preparation and uses of fibres-Nylon 6,6-Polyester.

UNIT – IV: Fuels: (8 periods)Definition and classification of fuels- characteristics of good fuel - Calorific value-HCV and LCV-Calculation of oxygen required for combustion of methane and ethane - composition and uses of gaseous fuels- a) water gas b) producer gas, c) natural gas, d) coal gas, e) Bio gas and f) acetylene.UNIT – V: Electro Motive Force (12 periods)

Galvanic cell – standard electrode potential –electro chemical series -emf of cell-Batteries-Types of batteries-Fuel cells.

UNIT – VI: ENVIRONMENTAL STUDIES-II : ( 8 periods)

Introduction- classification of air pollutants based on origin and states of matter-Air pollution - causes-Effects -control methods - Water pollution - causes - effects - control measures.

Reference Books :

1. Engineering chemistry – Jain & Jain – Dhanpat Rai Publishing Company.2. A Text book of Engineering Chemistry – S.S.Dara – S.Chand Publications.3. Environmental Studies – A.K.De.

4. Environmental Studies, R. Rajagopalan, 2nd Edition, 2011, Oxford University Press5. Intermediate Chemistry I and II – Telugu Academy TS

Specific Learning Outcomes:

Upon completion of the course, the student will have ability to

UNIT – I: METALLURGY 1.1. List the Characteristics of Metals.1.2. Distinguish between Metals and Non Metals1.3. Define the terms 1.Mineral, 2.Ore, 3. Gangue, 4. Flux and 5.Slag1.4. Describe Froth Floatation method of concentration of ore.1.5. Describe the methods involved in extraction of crude metal- Roasting, Calcination and

Smelting.1.6. Define an Alloy1.7. Explain the purpose of making of alloys1.8. Write the Composition of the following alloys:1.Brass, 2.German silver, 3.Nichrome

4. Stainless steel, 5. Duralumin1.9. List the uses of following Alloys: Brass, German silver, Nichrome, Stainless steel,

DuraluminUNIT – II: CORROSION

2.1. Define the term corrosion2.2. Explain the Factors influencing the rate of corrosion2.3. Explain the concept of electrochemical theory of corrosion2.4. Describe the formation of a) composition cell, b) stress cell c) concentration cell2.5. Define rust and explain the mechanism of rusting of iron with chemical reactions.2.6. Explain the methods of prevention of corrosion:

a) Protective Coatings i) Metallic coatings (Anodic and cathodic coatings) ii) Inorganic coatings iii) Organic coatings, paint, constituent of paint and characteristics of good paint.

b) Cathodic protection (Sacrificial anode process and Impressed - voltage process).

UNIT – III: POLYMERS3.1. Explain the concept of polymerization3.2. Describe the methods of polymerization a) addition polymerization

b) condensation polymerization with examples.3.3. Define the term plastic3.4. List the Characteristics of plastics.3.5. State the advantages of plastics over traditional materials3.6. State the disadvantages of using plastics.3.7. Types of plastics with examples.3.8. Distinguish between thermoplastics and thermosetting plastics3.9. Explain the methods of preparation and uses of the following plastics:

1. Polythene, 2. PVC, 3.Teflon, 4. Polystyrene 5. Urea formaldehyde 6. Bakelite(only flow chart for Bakelite i.e. without chemical equations).

3.10. Define the term natural rubber 3.11. Explain preparation of natural rubber3.12. State the structural formula of Natural rubber3.13. List the Characteristics of natural rubber3.14. Explain the process of Vulcanization3.15. List the Characteristics of Vulcanized rubber3.16. Define the term Elastomer3.17. Describe the preparation and uses of the following synthetic rubbers a) Butyl rubber,

b) Buna-s and c) Neoprene rubber.3.18. Define fibre.3.19. Explain the preparation and uses of fibres –Nylon 6,6 and Polyester

UNIT – IV: FUELS4.1. Define the term fuel4.2. Classify the fuels based on physical state - solid, liquid and gaseous fuels with examples.4.3. Classify the fuels based on occurrence- primary and secondary fuels with examples.4.4. List the characteristics of a good fuel4.5.Advantages of gaseous fuels4.6. Define Calorific value- HCV and LCV.4.7. Calculate the oxygen required for the combustion of Methane and Ethane fuel gases.4.8. State the composition and uses of the following gaseous fuels:

a) water gas, b) producer gas, c) natural gas, d) coal gas, e) Bio gas and f) acetylene

UNIT – V: Electro Motive Force5.1. Define Galvanic cell5.2. Explain the construction and working of Galvanic cell5.3. Distinguish between electrolytic cell and galvanic cell5.4. Explain standard electrode potential 5.5. Explain standard hydrogen electrode5.6. Define electrochemical series and explain its significance.5.7. Define and explain emf of a cell.

5.8. Solve the numerical problems on emf of cell5.9. Explain Batteries (Cells) and types of batteries with examples –working and applications of

Dry cell (Leclanche cell), Lead storage battery, Ni-Cd cell5.10. Explain working and advantages of Fuel cell (Hydrogen - Oxygen Fuel Cell)

UNIT – VI: ENVIRONMENTAL STUDIES-II6.1. Define air pollution6.2. Classify the air pollutants- based on origin and states of matter6.3. Explain the causes of air pollution6.4. Explain the effects of air pollution on human beings, plants and animals6.5. Explain the green house effect - ozone layer depletion and acid rain6.6. Explain the methods of control of air pollution6.7. Define water pollution6.8. Explain the causes of water pollution6.9. Explain the effects of water pollution on living and non living things6.10. Explain the methods of control of water pollution.

Internal evaluation:

Suggested Student Activities for Induction Program:

Forenoon AfternoonDay1 Registration Class work as per Time table

Chemistry Lab practice classes may be conducted

Day2 Rules and Regulations Day3 Getting acquainted with Head and facultyDay4 Familiarization with Institutional facilitiesDay5 Interaction with Class teacher and SeniorsDay6 Introducing the mentor Day7 Parent –Teacher meeting

Test Units Marks PatternMid Sem 1 1 and 2 20 Part A- 5 Short answer questions

Part B- 2 Essay questions out of 3 QuestionsPart C- 2 Essay questions out of 3 Questions

Mid Sem 2 3 and 4 20 Part A 5 Short answer questionsPart B 2 Essay questions out of 3 QuestionsPart C- 2 Essay questions out of 3 Questions

Slip Test 1 1 and 2 5 2 Essay Questions out of 3 QuestionsSlip Test 2 3 and 4 5 2 Essay Questions out of 3 QuestionsAssignment 1 5 Different group assignments of Higher order

Questions that develop problem solving skills and critical thinking should be given , Group discussion



1.Student visits Library to refer to Text books, reference books and manuals to find their

specifications

2.Student inspects the available equipment in the Chemistry Lab to familiarize with them.

3..Quiz

4.Group discussion

5. Seminar

6.Surprise test

E learning links:

https://iupac.org/https://www.youtube.comhttps://www.khanacademy.org/www.nptel.ac.in

https://www.youtube.com/

https://www.khanacademy.org/

http://www.nptel.ac.in/

DISTRIBUTION OF QUESTIONS/MARKS FOR SEMESTER-MID/END EXAMINATION OF SEMESTER - II

MODUL

E

UNIT

NUMBE

R

NAME OF THE

UNIT

No.OF

PERIODS


UNIT WISE

WEIGHTAGE

MID+END EXAM WEIGHT

AGE


MID END MID END

MID

END

MS-I

MS-II

MS-III

END EXAM

PART-A

I Metallurgy

10 3 1 1 1 1.5 0.5 26 12 38

74

II Corrosion

10 2 1 2 0 1.5 0.5 29 7 36

PART-B

III Polymers

12 3 1 2 1 1.5 0.5 29 12 43

74

IV Fuels 8 2 1 1 0 1.5 0.5 26 7 31

PART-C

VElectro Motive Force

12 2 1 1 1 2 0 29 7 36

72

VI

Environmental Studies-II

8 3 0 2 0 1 1 26 10 36

TOTAL 60 15 5 9 3 9 3 55 5555 55

220 220110

LEGEND

R: Remembering

U: understanding

A: Applying

Mid term Examination marks distribution


Part A 5 0 10

Part B 0 2/3 10

Part C 0 2/3 20

Total 5 4/6 40

Model Question paper:Model Paper for Mid-I

BOARD DIPLOMA EXAMINATION, (C-18)SECOND SEMESTER, 18 COMMON-204F

CHEMISTRY AND ENVIRONMENTAL STUDIES-ITime : 1 ½ Hrs Total Marks :40Marks

PART-A

Answer all questions, each carries two marks 5 X 2 = 10

1. Define the terms Mineral and Ore.2. What is Roasting of Ore? Give example.3. Define Corrosion.4. Define alloy.5. What is paint.

PART-B

Answer any two questions, each carries five marks 2 X 5 = 10

6. Explain the purpose of making alloys.7. Mention any five factors influencing the rate of corrosion.8. Explain the mechanism of rusting.

PART-C

Answer any two questions, each carries ten marks 2 X 10 = 20 9. (a) Explain froth-floatation process of concentration of ore.

(b) Write any five differences between metals and non-metals.10. (a) Explain the process of calcination and smelting.

(b) Explain the composition and concentration cells formed during corrosion.

11. (a) Differentiate anodic and cathodic coatings.(b) Explain the sacrificial anode method of protecting metal from corrosion.

Model Paper for Mid-II

BOARD DIPLOMA EXAMINATION, (C-18)SECOND SEMESTER, 18 COMMON-204F

CHEMISTRY AND ENVIRONMENTAL STUDIES-ITime : 1 ½ Hrs Total Marks :40Marks

PART-A

Answer all questions, each carries two marks 5 X 2 = 10

1. Define polymerization.2. Write any two characteristics of plastic.3. What are fibres.4. Define fuel. Give two examples.5. What is the calorific value of a fuel?

PART-B


6. What any five differences between thermoplastics and thermosetting plastics.7. Write any five characteristics of natural rubber.8. What are primary and secondary fuels? Give examples.

PART-C

Answer any two questions, each carries ten marks 2 X 10 = 20

9. (a) Write the preparation method and uses of PVC and Tefflon.(b) Write about vulcanization of natural rubber.

10. (a) Write the preparation methods and uses of buna-s and neoprene.(b) Write any five advantages of gaseous fuel.

11. (a) Write the composition and uses of water gas and producer gas.(b) Calculate the volume of oxygen required at STP for complete

combustion of one mole of ethane.

Semester End Examination marks distribution

Model Paper for SEE


SECOND SEMESTER, 18 COMMON -204F

( SEMESTER END EXAM)

CHEMISTRY AND ENVIRONMENTAL STUDIES-II

Time : 3 Hrs Total Marks : 80Marks

PART-A

Answer all questions, each carries two marks 10 X 2 =20

1. Write any four characteristics of metals.2. Define corrosion..3. Define addition polymerization.4. Define calorific value.5. Define galvanic cell.6. Define emf.7. Define standard electrode potential.8. Define global warming.9. Define primary pollutant. Give example.10. Define water pollution.

PART-B

Short answer Essay MarksPart A 10 0 20Part BGROUP – IGROUP - II

02/32/3

1010

Part CGROUP – IGROUP - II

02/32/3

2020

Total 10 8/12 80

Group - IAnswer any two questions, each carries five marks 2 X 5 = 10

11. Distinguish electrolytic cells from galvanic cells.12. Write any five effects of air pollution on human beings.13. Write a brief note on depletion of ozone layer.

Group - II


14. Write about roasting and calcination.15. Write any five advantages of plastics. 16. Explain the construction of standard hydrogen electrode.

PART-C

GROUP - I

Answer any two questions, each carries ten marks 2 X 10 = 20 17. (a) Explain the significance of electro chemical series .

(b) Calculate the emf of the following cell if the standard reductionpotentials of Zn and Cu are -0.76 V and +0.34 V respectively.

Zn | Zn2+ || Cu2+ | Cu18. (a) Explain about the working and applications of Ni-Cd cell.

(b) Explain about the working of Hydrogen- Oxygen fuel cell and its advantages.

19. (a) Write a brief note on acid rain.(b). Write about the role of Cottrell electrostatic precipitator and Zoning of

industries in controlling air pollution.

GROUP - IAnswer any two questions, each carries ten marks 2 X 10 = 20

20. (a) Explain the process of concentration of sulphide ore by froth flotation process.

(b) Explain the impressed voltage method of protecting metal from corrosion.

21. (a) Write the preparation method and uses of nylon 6,6 and polyester.(b) Calculate the volume of oxygen required at STP for complete

combustion of one mole of methane.22. (a) Write any four effects of water pollution.

. (b) Explain any three methods of controlling water pollution.


State Board of Technical Education &Training (TS)

This course requires the basic knowledge of Surveying.


Course Title: Levelling Surveying Course Code : 18C-205C

Semester: II Semester Course Group : CoreTeaching Scheme in Hrs(L:T:P): 36:24:0 Credits : 3Type of Course : Lecture+Assignments Total Contact Hours : 60 PeriodsCIE : 60 Marks SEE : 40 Marks

Pre requisites

CO1 : Illustrate the basics in leveling and types of leveling Instruments

CO2 : Compute the Reduced Levels by different methods

CO3 : Calculate errors due to curvature and refraction, familiarize with precautions and corrections

in levelling

CO4 : Explain the different methods of levelling carried out in the field

CO5 : Explain different methods of drawing contours and their applications in Civil engineering

CO6 : Explain the use and working principle of various minor instrument

Module Unit No

Unit Name Hours/Periods Questions to be set for

SEE

Marks Weightage

Weightage %

R U APART-

A1 Introduction to levelling 8 1 0 0 02 22 Concept and calculation of

Reduced levels12 1 1 1 17 15

PART-B

3 Errors, precautions and corrections in levelling

06 1 1 0 07 7

4 Methods of levelling 14 1 0 1 12 11PART-

C5 Permanent adjustments of a level

&Contouring14 3 3 3 51 46

6 Minor Instruments 06 3 1 1 21 19Total 60 10 6 6 110 100

Course Outcomes

Course Content and Blue Print of Marks for SEE


Familiarize with principleand operations of levelling

1.1 Define levelling and list the types of levelling instruments

1.2 Define the important terms in levelling

1.3 List the component parts of a dumpy level and their functions

1.4 Explain the steps involved in Temporary adjustments of a dumpy level.

1.5 List various types of levelling staves

Explain the different methods of calculating Reduced Levels

2.1 Tabulate the levelling field data

2.2 Compute reduced levels by height of instrument and Rise and fall methods, and apply check

2.3 Compare height of instrument and Rise and fall methods.

2.4 Calculate the missing entries

Explain the errors in levelling and the methods to correct them

3.1 List the Errors in levelling and the precautions to avoid the errors

3.2 State the effect of Errors due to curvature and refraction

3.3 Compute the Error due to curvature, refraction and combined error and the correction to be applied

Elaborate the different methods of levelling

4.1 Explain the methods of Levelling

4.2 Describe in detail the procedure of conducting profile levelling and reciprocal levelling

4.3 List the errors eliminated in reciprocal levelling

4.4 Derive the formula for true difference in elevation anderror between two points in reciprocal levelling

4.5 Calculate true difference in elevation and error in reciprocal levelling

Explain the Permanent adjustments of a level and methods of contouring

5.1 List the fundamental lines of dumpy level and state the relationship among them

5.2 Explain permanent adjustments of a dumpy level(Two peg method)

5.3 States the Characteristics and uses of Contour maps.

5.4 Explain the method of Contouring.

5.5 Explain the method of aligning a road, railway and Canal using Contour Map

Explain Uses and working principles of minor instruments

6.1. Electronic Planimeter

6.2. Pentagraph


6.3. Clinometer

UNIT 1: Introduction to Levelling Duration: 8Periods(L: 6.0 – T:2.0)

a) Levelling - Types of levelling instruments - component parts of a dumpy level and their functions -

Definitions of important terms used in Levelling - level surface, level line, axis of telescope, line of

collimation, back sight, fore sight, intermediate sight, change point.

b) Temporary adjustments of a dumpy level

c) Types of Levelling Staves

d) Bench marks - different types of bench marks

UNIT 2:Concept and Calculation of Reduced Levels Duration: 12Periods((L:9.0 – T:3.0)

a) Booking of readings in field book

b) Determination of Reduced levels by height of instrument and Rise and Fall methods - Comparison of

methods - Problems

c) Problems on missing entries

UNIT 3: Errors, precautions and Corrections in Levelling Duration: 06Periods(L: 4.5 – T:1.5)

a) Errors in levelling -Personal, natural and instrumental errors – Precautions

b) Errors due to curvature and refraction and combined correction – problems

UNIT4: Methods of Levelling Duration: 14Periods((L:10.5 – T:3.5)

a) Classification of Levelling - Detailed description of profile levelling andreciprocal levelling - Problems

on Reciprocal levelling.

UNIT 5:Permanent Adjustments of a level and Contouring Duration: 14Periods((L:10.5 – T:3.5)

a) Permanent adjustments of a dumpy level (Two peg method)

b) Contouring - Characteristics-Uses

c) Methods of contouring: Squares method,Cross sections method - interpolation of contours-tracing

contour gradient.

UNIT 6: Uses and working principles of minor instruments Duration: 06Periods(L:4.5 – T:1.5)

a) Electronic Planimeter

b) Pentagraph

c) Clinometer

Recommended Books

1. Surveying - N.N.Basak - Tata McGraw Hill2. Surveying Vol-I - S.K.Duggal -McGraw Hill Edn (India) Pvt Ltd3. Surveying and Levelling Vol -1 -Kulkarni and Kanetkar4. Surveying and Levelling Vol. - 1 - B.C. Punmia

Course Contents

5. Surveying and Levelling -Vol -1 -R.Agor- Khanna Publishers

1.www.elearning.com/survey2. http://nptel.ac.in

1. Tech fest/Srujana

2. Paper/Poster presentation

3. Seminar

4. Group discussion

5. Surprise test

Test Units Marks PatternMid Sem 1 1 and 2 20 Part A 5 Short answer questions

Part B 2 Essay questions out of 3 Questions Part C 2 Essay questions out of 3 Questions

Mid Sem 2 3 and 4 20 Part A 5 Short answer questionsPart B 2 Essay questions out of 3 QuestionsPart C 2 Essay questions out of 3 Questions

Slip Test 1 1 and 2 5 2 Essay Questions out of 3 QuestionsSlip Test 2 3 and 4 5 2 Essay Questions out of 3 QuestionsAssignment 1 5 Different group assignments of Higher order

Questions that develop problem solving skills and critical thinking should be given


Internal evaluation

Suggested E-Learning references


http://nptel.ac.in/

State Board of Technical Education and Training,TelanganaModel Question paper

DCE II semesterMid Semester-I Examination

Corse Code:18C-205C Duration:1 ½ hoursCourse Name: Surveying-II Max.Marks:40

PART-A

Answer all questions, Each Question carries two marks 5x2 = 10 Marks

1) Define leveling and list the instruments used in leveling. 2) Define the terms a) Level surface b) Level line c) Horizontal line.3) Define the terms a) Change point b) Line of collimation c) Height of instrument.4) List any three points to be remembered while recording in a level field book.5) Find the level difference between the points A and B if B.S and F.S readings taken on them respectively are 2.105

and 3.220 m. PART-B

Answer any two questions. Each question carries five marks 2x 5 = 10 Marks

6) Draw a neat sketch of dumpy level and label the parts.7) Briefly explain the temporary adjustments of a level8) Compare collimation method with rise and fall method in leveling.

PART-CAnswer any two questions. Each question carries five marks 2x 5 = 10 Marks

9) The following readings were observed successively with a leveling instrument. The instrument was shifted after the fifth and eleventh readings. Draw up a page of level book and determine the R.Ls of various points if the R.L ofthe first reading was taken as 146.440. Use Rise and fall method.0.585, 1.010, 1.735, 3.295, 3.775, 0.350, 1.300, 1.795, 2.575, 3.375, 3.895, 1.735, 0.635 and 1.605.

10) Levels are taken on a continuously sloping ground at a common interval of 30m with 4meter staff . Calculate the R.Ls by Height of Instrument method and apply usual check. 0.855, 1.545, 2.335, 3.115, 3.825, 0.455, 1.380, 2.055, 2.855, 3.455, 0.585, 0.105, 1.850, 2.755 and 3.845.

Take the R.L of first station as 380.500.11) A page of level field book partly defaced is reproduced below. Supply the missing entries at places marked with X.

Station B.S I.S F.S Rise Fall R.L Remarks1 3.250 100.000 B.M2 1.755 X 0.750 C.P3 1.9504 X 1.920 C.P5 2.340 1.5006 X 1.0007 1.850 2.185 C.P8 1.5759 X

10 X 1.895 1.650 C.P11 1.350 0.750

State Board of Technical Education and Training,TelanganaModel Question paper

DCE II semesterMid Semester-IIExamination

Corse Code:18C-205C Duration:1 ½ hoursCourse Name: Surveying-II Max.Marks:40

PART-AAnswer all questions, Each Question carries two marks 5x2 = 10 Marks

1) State any two instrumental errors and two personal errors in levelling. 2) What is the curvature and refraction correction in levelling? Give their values3) State any four precautions that are to be taken while doing levelling4) List any four methods of levelling.5) Write any four natural sources of errors in levelling

PART-BAnswer any two questions. Each question carries five marks 2x 5 = 10 Marks

6) On the top of a hill, a luminous object is visible just above the horizon at a certain station at the sea level. The distance to the top of hill from the station is 50 km. Find the height of the hill.

7) Briefly explain the procedure of reciprocal leveling with help of a neat sketch. 8) Explain briefly (a) Check Levelling (b) Fly Levelling

PART-CAnswer any two questions. Each question carries ten marks 2x 10 = 20 Marks

9) The following readings were observed at stations A and B in a reciprocal leveling. Find a) RL of B b) True difference of elevation between A and B. The distance between A and B is 1000 m. Take R.L of

A as 150.500 m. Also find correction due to curvature and refraction effects.

Instrument atReading on

A BA 1.560 2.760B 0.520 1.650

10) The line of sight from two station A and B just touches the sea level. If the height of A and B above sea level are 75 and 100m respectively, find the distance AB

11) Explain briefly the procedure of plotting a longitudinal Section in levelling.

State Board of Technical Education and Training,Telangana Model Question paper

DCE II semesterII Semester EndExamination

Corse Code:18C-205C Duration:3 hoursCourse Name: Surveying-II Max.Marks:80

PART-A

Answer all questions 10x2 = 20 Marks

1) Define the terms a) Contour line b) contour interval 2) Show the conventional contours of a) Valley (b) Over hanging Cliff 3) List any two uses of Clinometer4) State the principle of Planimeter5) State the principle of pentagraph6) Define the terms a) Vertical line b) Datum c) Elevation 7) List the checks to be applied in Rise and Fall method of calculating reduced levels8) State the formulae for corrections of curvature and refraction in leveling9) State the difference between Simple Levelling and Differential Levelling10) State the difference between line of collimation and axis of telescope

PART-B

GROUP-I Answer any two questions 2 x 5 = 10 Marks

11) Draw the figure of a clinometer and name the parts12) State any five uses of contour maps13) Explain the direct method of locating contoursGROUP-II Answer any two questions 2 x 5 = 10 Marks14) List any five points to be remembered while recording a level field book15) Briefly explain the procedure of reciprocal leveling with help of a neat sketch.16) What are the fundamental lines of a dumpy level ? State the relationship between them

PART-C

GROUP-I Answer any two questions 2 x 10 = 20 Marks

17) A levelling instrument was setup exactly between two pegs A and B 100m apart. The staff readings on A and B were 1.885 and 1.795 respectively. The instrument was then setup at a distance of 10m from A on the line AB. The respective staff readings were 1.650 and 1.580. Calculate the correct staff readings at A and B when the line of Collimation is perfectly horizontal.

18) Explain the procedure for tracing Contour gradient 19) Explain the constructional features of Pentagraph with help of neat sketch

GROUP-II Answer any two questions 2 x 10 = 20 Marks

20) The following consecutive readings were taken with the level and a 4 m levelling staff on continuously sloping ground at a common interval of 30m

0.595 on P,0.985,1.950,3.645,2.845,0.960,1.030 and 2.555 on Q.The elevation of P is 520.450. Make up a level book and calculate the R.L of points by height of collimation method. Also determine the gradient of the line PQ

21)Explain the procedure for plotting the working profile of a given road22) Explain the procedure of conducting two peg test

CO-PO Mapping Matrix

Course Outcomes CL Linked PO Teaching Periods

CO1 Illustrate the basics in leveling and

types of leveling Instruments

R 1,2,3,4,9 8

CO2 Compute the Reduced Levels by

different methods

R/U/A 2,3,9 12

CO3 Calculate errors due to curvature and

refraction, familiarize with

precautions and corrections in

levelling

R/U/A 2,3,4,9 06

CO4 Explain the different methods of

levelling carried out in the field

R/U/A 2,3,4,9,10 14

CO5 Explain different methods of drawing

contours and their applications in Civil

engineering

R/U/A 1,2,3,4,5,6,8 14

CO6 Explain the use and working

principle of various minor instrument

R//A 2,4 06

Department of Technical EducationState Board of Technical Education &Training (TS)

***This Course is Common to all Programs of Diploma in Level Offered by State Board of Technical Education – Telangana State

Prerequisites: Knowledge of Basic Engineering Drawing and Clear visualization and sound pictorial intelligence to learn this course.

This Course is aimed at developing basic graphic skills so as to enable them to use these skills in preparation of engineering drawings, their reading and interpretation.


Unit No

Unit Name Hours

Questions tobe set for SEE Marks

WeightageWeightage

(%)R

U A

SQ EQ SQ EQ

1 Projection Solids 09 -- 2 -- -- 1 20 18

2 Sectional Views 06 1 -- 1 15 14

3 Auxiliary views 06 -- 1 -- -- 1 15 14

4 Pictorial drawing 15 -- 2 -- -- 2 30 27

5 Development of surfaces 09 -- 2 -- -- 2 30 27

Total 45 40 -- -- 70 110 100

R: Remembering, U: Understanding, A: Applying, SQ: Short Questions, EQ: Essay Questions

SEE Question Paper Pattern:Maximum Marks: 80, Time: 3 HoursPart A (Short answer questions): Consists8 Short Questions, students have to attempt 6 Questions and Each Question Carries 5 Marks.(6 X 5 = 30 M)Part B (Essay type answer questions): Consists7Essay type Questions, students have to attempt 5 Questions and Each Question Carries 10 Marks.(5 X 10 = 50 M)

Course Title :ADVANCED

ENGINEERING DRAWINGCourse Code 18C-206P

Semester II Course Group CoreTeaching Scheme in Hrs (L :P)

18.5 : 19.0 Credits 1.5

Methodology Lecture + practiceTotal Contact Hours :

37.5Hrs /45Pds


Note:1. To pass in practical Exam student should acquire 50% marks in both CIE and SEE separately and CIE & SEE put

together2. If the students acquire less than 50% in CIE, accordingly the students have to acquire more than 50% in SEE to

get overall 50 % to pass.

Course Outcomes (CO)

Upon successful completion of the course, the students will be able to attain the following Course Outcomes (CO):

Course Outcome

CO1 Apply the principles of Projection of solids also draw the projections of solids.

CO2Appreciate the need of Sectional views also draw the sectional views and true sections of the engineering components.

CO3Escalate the need of auxiliary views and draw the auxiliary views of the given engineering components.

CO4Gainthe knowledge of Isometric views of engineering components also draw the isometric views of given components.

CO5Grasp the knowledge and draw the development of surfaces of different engineering components

Course Contents

1.0 Projection of solids (09 Hours)

Projection of regular solids(a) Axis perpendicular to one of the planes(b) Axis parallel to VP and inclined to HP and vice versa.

2.0 Sectional views (06 Hours)

Need for drawing sectional views – what is a sectional view - Location of cutting plane – Purpose ofcutting plane line – Selection of cutting plane to give maximum information (vertical and offset planes) - Hatching – Section of regular solids inclined to one plane and parallel to other plane

3.0 Auxiliary views (06 Hours)

Need for drawing auxiliary views -Explanation of the basic principles of drawing an auxiliary views -explanation of reference plane and auxiliary plane -Partial auxiliary view.

4.0 Pictorial Drawings (15 Hours)

Brief description of different types of pictorial drawing viz., Isometric, oblique, and perspective and their use - Isometric drawings: Iso axis, angle between them, meaning of visual distortion in dimensions - Need for an isometric scale, difference between Isometric scale and ordinary scale difference between Isometric view and Isometric projection - Isometric and non-Isometric lines -Isometric drawing of common features like rectangles, circular shapes, non-isometric lines - Use of box and offset methods.

5.0 Development of Surfaces (09 Hours)

Need for preparing development of surface with reference to sheet metal work -Concept of true length of a line with reference to its orthographic projection when the line is (i) parallel to the plane of projection (ii) inclined to one principal and parallel to the other -Development of simple solids like cubes, prisms, cylinders, cones, pyramid (sketches only) -Types of development: Parallel line and radial line development -Procedure of drawing development, drawings of trays, funnels, elbow pipes and rectangular ducts.

Reference Books

Engineering Drawing by Kapildev – (Asian Publisher)Engineering Drawing by BasantAgarwal& C.M Agarwal - ( McGraw-hill)Engineering Drawing by N.D.Bhatt. (Charotar Publishing House Pvt. Ltd.)A Textbook on Engineering Drawing by P. Kannaiah, K. L. Narayana, K. Venkata Reddy

Suggested Specific Learning Outcomes

1.0 Apply Principles of Projection of solids

1.1. Draw the projections of solids to axis of solids parallel to one plane. 1.2. Draw the projections of solids to axis of solid inclined to other plane.

2.0 Appreciate the need of Sectional Views

2.1 Explain the need to draw sectional views.2.2 Select the section plane for a given component to reveal maximum information.2.3 Explain the positions of section plane with reference planes2.4 Differentiate between true shape and apparent shape of section2.5 Draw sectional views and true sections of regular solids discussed in 6.02.6 Apply principles of hatching.

3.0 Understand the need of auxiliary views

3.1 State the need of Auxiliary views for a given engineering drawing.3.2 Draw the auxiliary views of a given engineering component 3.3 Differentiate between auxiliary view and apparent view

4.0 Prepare pictorial drawings

4.1 State the need of pictorial drawings.4.2 Differentiate between isometric scale and true scale.4.3 Prepare Isometric views for the given orthographic drawings.

5.0 Interpret Development of surfaces of different solids

5.1 State the need for preparing development drawing.5.2 Prepare development of simple engineering objects (cubes, prisms, cylinders, cones, pyramid)

using parallel line and radial line method.5.3 Prepare development of surface of engineering components like trays,funnel, 900 elbow &

rectangular duct.

CIE Question Paper Pattern and Syllabus

Unit No

Unit NameHours

Questions tobe set for SEE Marks

WeightageWeightage

(%)R

U ASQ EQ SQ EQ

First Mid Examination

1 Projection Solids -- 3 -- -- 2 35 642 Sectional Views -- 2 -- 1 20 36

Total 5 3 55 100

Second Mid Examination

3 Auxiliary views -- 2 -- -- 1 20 364 Pictorial drawing -- 3 -- -- 2 35 64

Total 5 -- -- 3 55 100

R: Remembering, U: Understanding, A: Applying, SQ: Short Questions, EQ: Essay Questions

CIE Question Paper Pattern:Maximum Marks: 40, Time: 3 HoursPart A: Carries 5 Short Questions, students have to attempt 4 Questions and Each Question Carries 5 Marks.(4 / 5 X 5 = 20 Marks)Part B:

Carries 3Essay type Questions, students have to attempt 2 Questions and Each Question Carries 10 Marks.(2 / 3 X 10 = 20 Marks)

Note: Students have to get Minimum 50% of the total (i.e. 20 Marks).

Course Outcome CLLinked Program

Objectives (PO)

CO1Apply the principles of Projection of solids also draw the projections of solids.

R / U / A 1, 2, 3, 4, 9, 10

CO2Appreciate the need of Sectional views also draw the sectional views and true sections of the engineering components.

R / U / A 1, 2, 3, 4, 9, 10

CO3Escalate the need of auxiliary views and draw the auxiliary views of the given engineering components. R / U / A 1, 2, 3, 4, 9, 10

CO4Gainthe knowledge of Isometric views of engineering components also draw the isometric views of given components.

R / U / A 1, 2, 3, 4, 9, 10

CO5Grasp the knowledge and draw the development of surfaces of different engineering components

R / U / A 1, 2, 3, 4, 9, 10

Course-PO Attainment Matrix

Course NameProgram Outcomes (PO)

1 2 3 4 5 6 7 8 9 10Advanced

EngineeringDrawing

3 3 3 2 -- -- -- -- 3 3

Level 3- Highly Addressed, Level 2-Moderately Addressed, Level 1-Low Addressed

Department of Technical EducationState Board of Technical Education &Training (TS)

This course requires the Basic CAD Skills and concepts of engineering drawing

Course Title :ADVANCEDCOMPUTER AIDED DRAFTING

Course Code 18C-207P

Semester II Course Group CoreTeaching Scheme in Hrs(L:T:P)

7.5:0:30 Credits 1.5

Methodology Tutorials + Practice Total Contact Hours : 37.5Hrs/45PdsCIE 60 Marks SEE 40 Marks

Unit No

Unit name PeriodsQuestions for SEE

MarksWeightage

%Weightage

R U A1. Make a drawing with Layers 6

2 20 252

Create and insert the Blocks and add attributes

9

3Generate Solid models with different surfaces

15 2 20 25

4.

Create complicated 3D drawings using layers and blocks

15 2 40 50

Total 45 4 2 80 100

R: Remembering, U: Understanding, A: Applying

SEE Question Paper Pattern: Maximum Marks: 80, Time: 3HrsPart – A: Short answer questions: 4 X 10= 40 Marks Part - B: Essay Type Questions: 2 X 20= 40 Marks

CO1 Significance of Layers. Create and assign properties to layers and modify layers

CO2 Importance and advantages of blocks. Use of standard blocks and user defined blocksCO3 Need of solid modeling and various methods of solid modeling with different surfaces


Pre requisites

UNIT -1 Duration: 06 periods (T:1 + P:4hrs)

Organize the information on layersSetting a current layer, layers color, line type, line weight, print style locking and unlocking of layers, the layer visibility and layer printing. Setting of current line type.The loading of additional line types, creating and naming of line type, editing of line type.

UNIT -2 Duration: 9 periods (T:1.5 + P:6hrs)

Use the Blocks, Attributes and External references to manage the drawing blocks

The purpose of a block, creating a block, inserting a block, redefining a block, exploding a block

Attribute

Editing attribute definitions, attaching attribute to blocks. Editing attributes attached to blocks, Extracting attributes information.

UNIT -3 Duration: 15 periods (T:2.5 + P:10hrs)

3.0 Viewing entities in three dimensions

Setting a new viewing directionDynamically setting a view direction

3.1 Creation of three-dimensional entities using different methods

Drawing of two dimensional entities in three dimensional space.Converting two dimensional planar entities into three dimensional entities by applying elevation and thickness.Converting two dimensional planar entities into three dimensional entities by revolving or extruding.Creation of three-dimensional faces, rectangular meshes, ruled surface meshes, extruded surface meshes, revolved surface meshes, three dimensional entities such as boxes, Cylinders, Cones, Spheres, wedges, torus, Regions, extruded solids, revolved solids, composite solids, intersect solids.

3.2 Editing in three dimensionsRotating in three dimensions, Array in three dimensions (Rectangular and polar).Mirroring in three dimensions, aligning in three dimensions.

3.3 Editing of three dimensional solidsSectioning and Slicing of solids, hiding, shading and rendering.

3.4 Selection of material from libraryEnable the material library, editing materials and material library.

UNIT- 4Application of above three units

CO4 Create and modify 3D drawingsCourse Outcomes

Course Contents

1. Auto cad by George Omura2. 4MCAD User Guide- IntelliCAD Technology Consortium

1.0 Organize the information on layers

1.1 Explain the need and importance of Layers.1.2 Practice creating new layer, naming the layer and assigning properties like Layer colour, Line type and

line weight and setting the current layer1.3 Practice the locking and unlocking of layers1.4 Practice the Freezing and thawing of layers1.5 Practice the layer visibility and layer printing1.6 Practice the loading of additional line types

2.0 Use the Blocks, Attributes and External references to manage the Drawing

2.1 Define a block2.2 Explain the purpose of a block2.3 Practice the creating a block2.4 Practice the inserting a block2.5 Practice the redefining a block2.6 Practice the exploding a block2.7 Define an Attribute2.8 Practice the editing attribute definitions2.9 Practice the attaching attribute to blocks2.10 Edit attributes attached to blocks2.11 Extract attributes information2.12 Define external reference2.13 Practice the Attaching, Removing, and Reloading of external references2.14 Practice the Binding, Clipping and changing the path of external references

3.0 Understand the concepts of 3D

View entities in three dimensions3.0.1 To set a new viewing direction3.0.2 To dynamically set a view direction

3.1 Create three-dimensional entities using different methods

3.1.1 Draw two dimensional entities in three dimensional space.3.1.2 Convert two dimensional planar entities into three dimensional entities by applying elevation and

thickness.3.1.3 Convert two dimensional planar entities into three dimensional entities by revolving or extruding.3.1.4 Create three-dimensional faces.3.1.5 Create rectangular meshes.3.1.6 Create ruled surface meshes.3.1.7 Create extruded surface meshes.3.1.8 Create revolved surface meshes.3.1.9 Create three dimensional entities such as boxes, Cylinders, Cones, Spheres, wedges, torus, Regions.

Recommended Books

Suggested learning outcomes

3.1.10 Create extruded solids.3.1.11 Create revolved solids.3.1.12 Create composite solids.3.1.13 Create intersect solids.

3.2 Editing in three dimensions

3.2.1 Rotate in three dimensions3.2.2 Array in three dimensions (Rectangular and polar)3.2.3 Mirror in three dimensions3.2.4 Align in three dimensions

3.3 Edit three dimensional solids

3.3.1 Practice Sectioning and Slicing solids3.3.2 Practice hiding, shading and rendering

4 Practice applications on above units

Course Outcome Cognizant Level Linked PO Teaching

Hours

CO1Significance of Layers. Create and assign properties to layers and modify layers

U/A 1,2,3,9,10 15

CO2Importance and advantages of blocks. Use of standard blocks and user defined blocks

U/A 1,2,3,9,10 9

Exercise Key components

Layers ∑ Importance of layers∑ Creation of new layers and controlling properties of layers

Working with blocks∑ Create, insert and explode a block∑ Attach attribute to blocks∑ Edit and extract attributes attached to blocks

View entities in three dimensions∑ Set a new viewing direction∑ Set dynamically view direction

Create three-dimensional entities

∑ Create three-dimensional faces∑ Create rectangular meshes, ruled surface meshes, extruded

surface meshes, revolved surface meshes∑ Create three dimensional entities such as boxes, Cylinders.

Edit in three dimensions

∑ Rotate in three dimensions∑ Array in three dimensions (Rectangular and polar)∑ Mirror in three dimensions∑ Align in three dimensions

Edit three dimensional solids∑ Practice Sectioning and Slicing solids∑ Practice hiding, shading and rendering

Practice the selection of material from library

∑ Enable material library∑ Edit materials and material library

CO3Need of solid modeling and various methods of solid modeling with different surfaces

U/A 1,2,3,9,10 6

CO4 Create and modify 3D drawings A 1,2,3,10 15



Upon the completion of the course, the student shall be able to

CO1 : Apply standard practices to perform different operations of Levelling in the field

CO2 : Calculate the Reduced levels by Differential Levelling and Fly levelling

CO3 : Conduct Profile Levelling for the given alignment and Reciprocal Levelling in the field to find true

difference in elevation

CO4 : Perform contouring by method of squares and plot the drawings

CO5 Demonstrate the use of minor Instruments

Upon completion of the course, the student shall be able to

Perform different operations of levelling

1.1 Identify the component parts of a dumpy level

1.2 Study different types of levelling staves

Course Title: Levelling Surveying Lab Practice Course Code : 18C-208PSemester: II Semester Course Group : CoreTeaching Scheme in Hrs(L:T:P): 15:0:30 Credits : 1.5Type of Course : Lecture+Practical Total Contact Hours : 45PeriodsCIE : 60 Marks SEE : 40 Marks

Pre requisites : This course requires the basic knowledge of Surveying

Course Outcomes


Unit No

Unit Name Hours/Periods Questions to be set for SEE

Marks Weightage

Weightage %

Handling

Manipulation

Precision

1 Operations of Levelling 92 Differential and Fly

Levelling12

3 Profile and Reciprocal Levelling

12

4 Contouring 065 Minor Instruments 06

Total 45 100

Suggested Learning Outcomes

1.3 Perform temporary adjustments of a dumpy level for taking observations

1.4 Practice taking staff readings and recording them in level field book

Perform Differential and fly levelling

2.1. Take staff readings for differential levelling and compute the difference in elevation

between two stations (take invert levels also)

2.2. Conduct fly levelling and determine RLs of required stations

Conduct Profile and Reciprocal Levelling

3.1. Conduct profile levelling along a route and compute the RLs at variousstations

3.2. Conduct profile levelling by taking Cross sections across a route and compute the RLs at various

stations

3.3. Plot the LS and CS along a route from the data

3.4. Determine the true difference in elevation between two far off stations by conducting reciprocal

levelling

Levelling-Contouring

4.1 Contouring by squares

4.2 Contouring by cross-sections

4.3 Location of contour points by direct method

Minor Instruments

Demonstration of

5.1. Electronic Planimeter

5.2. Pentagraph

UNIT 1:Operations of Levelling Duration :9 Periods

a) Study of dumpy level, levelling staves- performing Temporary adjustments of level.

b) Taking staff readings of various stations - booking of readings in level field book.

UNIT 2:Differential and Fly Levelling Duration :12 Periods

a) Differential and Fly levelling - calculation of reducing levels by Height of collimation

and Rise & Fall methods (inverted levels also)

UNIT 3:Profile and Reciprocal Levelling Duration :12 Periods

a) Profile levelling-recording of readings in level field book and calculation of RLs.

b) Reciprocal levelling - True difference in elevation and collimation error.

UNIT 4: Contouring Duration:6 Periods

a) Contouring by squares

b) Contouring by cross-sections

Course Contents

c) Location of contour points by direct method

UNIT 5 : Minor Instruments(Demonstation only) Duration:6 Periods

a) Electronic Planimeter

b) Pentagraph

c) Clinometer

1. Surveying - N.N.Basak - Tata McGraw Hill2. Surveying Vol-I - S.K.Duggal -McGraw Hill Edn (India) Pvt Ltd3. Surveying and Levelling Vol -1 -Kulkarni and Kanetkar4. Surveying and Levelling Vol. - 1 - B.C. Punmia5. Surveying and Levelling -Vol -1 -R.Agor- Khanna Publishers

1. http://nptel.ac.in2. http://www.nitttrchd.ac.in/sitenew1/nctel/civil.php

1 Prepare a spread sheet(Excel) by Rise and Fall method showing the calculation by using formula bar and

present it.

2 Prepare a spread sheet(Excel) by Height of Instrument method showing the calculation by using formula bar

and present it

3 Conduct a survey camp involving levelling and drawing contour map

4 Tech fest/Srujana

5 Paper/Poster presentation

6 Quiz

7 Group discussion

8 Surprise Test

Recommended Books

Suggested E-learning references


http://nptel.ac.in/

State Board of Technical Education and Training,Telangana

Semester End ExaminationModel Question paper

DCE II semester practical Examination

Corse Code:18C-208 P Duration:3 hours

Course Name: Surveying Lab Practice-II Max.Marks:40

----------------------------------------------------------------------------------------------------------------

Instructions to the Candidate:

(i)Answer any One of the following Questions.

(ii) Plot the details of field work for illustration and conclude your observation of the experiment

1) Record the readings taken with the level and a 4 m levelling staff on continuously sloping ground at a common

interval of 1m in the field book. Take a bench mark of 100.000m. Calculate the R.L of given points by height of

collimation method

2) Note the observed readings taken with the level and a 4 m levelling staff on the given ground in the field book.

Take a bench mark of 95.000m. Calculate the R.L of given points by Rise and fall method

3) Find out the true difference in elevation between the two given points 50 m apart.

4) Conduct Profile levelling for the given length of the road and plot the details

5) Conduct Cross sectioning for the given section of road and plot the details

6) Prepare the contour map for the given area with a contour interval of 2 m by method of squares

7) Prepare the contour map for the given area with a contour interval of 1 m by direct method of contouring

8) Prepare the contour map from the given reduced levels with a contour interval of 1 m by interpolation

Course Outcomes CL Linked PO Teaching Periods

CO1 Apply standard practices to perform R/U/A 2,3,4,7,8,9 9


different operations of Levelling in the field

CO2 Calculate the Reduced levels by Differential Levelling and Fly levelling

R/U/A 2,3,4,8,9 12

CO3 Conduct Profile Levelling for the given alignment

R/U/A 2,3,8,9 12

CO4 Perform contouring by method of squares and plot the drawings

R/U/A 1,2,3,4,7,8,9 06

CO5 Demonstrate the use of minor instruments R/U/A 2,4 06

Department of Technical EducationState Board of Technical Education & Training (TS)

Course Title Applied Science Lab Practice (Physics Lab)

Course Code 18C-209P(A)

Semester II Course Group CoreTeaching Scheme in Pds/Hrs(L:T:P)

0:1:2 periods Credits 1.5/2

Type of course Tutorial & practical Total Contact Hrs 22.5PdsCIE 30 Marks SEE 20 Marks

Pre requisites: Knowledge of basic concepts of basic High school science, basic mathematics

Course objectives:To provide practical knowledge about the basics of Physics instrumentation and calculations/measurements.

Tutorial: 0.83 Hrs/Experiment:

1. Introduction Physics practical and its importance, safety precautions in maintenance of equipment in the laboratory.

2. Maintenance of apparatus and equipment.3. Follow of Do’s and Don’ts.4. Maintenance of data in manual and record book.5. Write the procedure of the experiment before the commencement of each experiment.6. Strictly following of instructions given from time to time by the lecturer-in-charge.7. Demonstration of each experiment by the lecturer in charge.

Conduct of an experiment: 3periods/experiment.

Course outcomes:

On successful completion of the course, the student will have ability to:

1: Determine the Focal length and focal power of convex lenses using U-V and graphical method.

2: Determine the value of acceleration due to gravity using Simple Pendulum and verifywith L-T2graph.

3: Determine the velocity of sound in air at room temperature .4: Determine the refractive index of a solid using travelling microscope.5: Practice the mapping of magnetic lines of force-locating neutral points.

References:

1. Basic Applied Physics – R.K. Gaur2. Laboratory manual for class XI and XII - NCERT

PHYSICS PRACTICALS

List of experiments

Semester II 1. Convex lens-Determination of Focal length and focal power using U-V and graphical method.2: Simple Pendulum-Determination of the value of acceleration due to gravity and verify

with L-T2graph.3: Resonance apparatus-Determination of velocity of sound in air at room temperature .4: Travelling microscope-Determination of refractive index of a solid. 5: Practice the mapping of magnetic lines of force-location of neutral points

Course Delivery:

The course will be delivered through lectures, class room interaction, group discussions, graded exercises, demonstration and practice.

Conduction of experiments: 2 periods/Experiment.

Student must perform experiment individually under the supervision of the lecturer-in charge.

On successful completion of the course, the student will have the ability to attain below Course outcomes (CO):

Cognitive levels: R=Remember, U=Understand, A=Apply

Scheme of Valuation of SEES.No Particulars Marks1. Identification of apparatus/equipment/etc 012. Writing procedure 043. Conducting of experiment 104. Results 01

Course OutcomesCL Linked

experiments

Linked POs

Teaching Hours

CO 1 Focal length and Focal power of convex lens (Separate & Combination)

U/A 1,2,3,8,9L:P::1:2

CO 2 Acceleration due to gravity using simple pendulum

U/A 1,2,3,8,9L:P::1:2

CO 3 Velocity of sound in air – (Resonance method)

U/A 1,2,3,8,9L:P::1:2

CO 4 Refractive index of solid using traveling microscope

U/A 1,2,3,8,9L:P::1:2

CO 5 Mapping of magnet lines of force-locating neutral points

U/A 1,2,3,8,9L:P::1:2

CO 6 Related the answers to the oral questions Covered in all COs

5. Viva-voce 04Total 20

Suggested learning outcomes

Name of the Experiment

(No of Periods)Competencies Key competencies

1. Focal length and Focal power of

convex lens (Separate &

Combination)

∑ Fix the object distance∑ Find the Image distance∑ Calculate the focal length

and power of convex lens and combination of convex

∑ Calculate the focal length and power of convex lens

∑ Draw u-v and 1/u – 1/v graph2. Simple pendulum – acceleration due

to gravity – length of seconds pendulum∑ Fix the simple pendulum to

the stand∑ Adjust the length of

pendulum∑ Find the time for number of

oscillations∑ Find the time period∑ Calculate the acceleration

due to gravity∑ Draw l-T and l-T2 graph

∑ Find the time for number of oscillations

∑ Find the time period∑ Calculate the

acceleration due to gravity

∑ Draw l-T and l-T2 graph

3. Velocity of sound in air

–Resonance method∑ Arrange the resonance

apparatus∑ Adjust the reservoir level

for booming sound∑ Find the first and second

resonanting lengths∑ Calculate velocity of sound

∑ Adjust the reservoir level

∑ Find the first and second resonanting lengths

∑ Calculate velocity of sound

∑ Calculate velocity of sound at 00 C

4. Refractive index of solid using

traveling microscope

∑ Find the least count of vernier on microscope

∑ Place the graph paper below microscope

∑ Read the scale∑ Calculate the refractive

index of glass slab

∑ Read the scale∑ Calculate the refractive

index of glass slab

5. Mapping of magnet lines of

Force – neutral points

∑ Draw magnetic meridian

∑ Place the bar magnet in NN(North pole of bar magnet pointing North) and NS (South pole of bar magnet pointing North) directions

∑ Draw magnetic lines of force

∑ Locate the neutral points along equatorial and axial lines

∑ Draw magnetic lines of force

∑ Locate the neutral pointsalong equatorial and

axial lines

COURSE DESIGN DELIVERY AND ASSESMENT

Course Title: Applied Science Lab Practice (Chemistry lab)

Course Code: 18C-209P (B)

Semester: II Core/Elective: CoreTeaching Scheme(L:P): 1:2 Hrs Credits: 1.5/2Type of Course: Tutorial & practical Total Contact Hours: 22.5 PdsCIE: 20 Marks SEE: 30 Marks

Prerequisite:Knowledge of basic concepts of chemistry of secondary education.

Course Objectives:To provide practical knowledge about the basics of preparation of chemical solutions and quantitative analysis of chemical compounds.

Lecture: 1 Pds /Experiment.

1. Introduction of chemistry practical and its importance, safety precautions in maintenance of cleanliness and orderliness of chemicals in the laboratory.

2. Maintenance of apparatus and equipment.3. Follow of DO’s and Don’ts.4. Maintenance of data in record book.5. Write the procedure of the experiment before the commencement of each experiment.6. Strict following of instructions given from time to time by the staff-in- charge.7. Demonstration of each experiment by the staff in charge.

Conducting of an experiment: 2 Pds/Experiment.

List of Graded Exercise:

QUANTITAIVE ANALYSIS: (22.5 Pds )

Volumetric analysis by Titrimetric Method:-

Volumetric Analysis -Titration – Standard Solutions- Concentration of solutions-Indicators- acid base indicators- selection of indicators-end point of titration-Neutralization.

1. Estimate the amount of the Mohr’s salt in the given solution.2. Determination of acidity of water sample. 3. Determination of Alkalinity of water sample.4. Estimate the amount of the chlorides in the given solution.5. Determination of pH of water sample by using pH meter.

Course Outcomes:

On successful completion of the course, the student will have ability to:

1. Prepare the standard solution.2. Estimate the amount of the chemical substances in the given sample solutions.

3. Relate the answers to the oral questions.

Reference Books:

1. Vogel’s Inorganic Qualitative and Quantitative Analysis.2. Practical chemistry by O.P.Pande& others.3. Qualitative and quantitative analysis by Alex.

CHEMISTRY PRACTICALS

List of experiments

Semester II (common-210)

Estimation of Mohr’s salt by using standard potassium permanganate solution.Determination of Acidity by using 0.02N NaOH solution.Determination of Alkalinity by using 0.02N H2SO4 solution.Determination of chloride content by using Standard AgNO3 solution.Determination of pH by pH meter.

Course Delivery:

The course will be delivered through lectures, classroom interaction, group discussion, graded exercises, demonstration and assignments.

Conduction of experiments: 2Pds/1 hr 40 min./Experiment.

Student must conduct experiment individually under the supervision of the staff-in-charge.

On successful completion of the course, the student will have ability to attain CO:

Course Outcome CL Linked Experiments

Linked PO Teaching Periods

CO1 Estimate the amount of the mohr’s salt in the given solution

U/A 1,2,3,8 L:P ::1:2

CO2 Determination of acidity , alkalinity and pH of given water samples/solutions.

U/A 1,2,3,8 L:P ::3:6

CO3 Estimate the amount of the chlorides in the given solution.

U/A 1,2,3,8 L:P ::1:2

CO4 Relate the answers to the oral questions

U/A Covered in all CO’s

Total Hrs

U = Understand, A = Application

LEVEL 3- HIGHLY ADDRESSED, LEVEL 2-MODERATELY ADDRESSED, LEVEL 1-LOW ADDRESSED

Scheme of Valuation for SEESl. No. Particulars Marks1 Identification of apparatus/equipment/chemical

compounds/tools/etc.03

2 Writing Procedure 073 Conducting of experiment 104 Results 055 Viva-voice 05

Total 30 Marks

INFORMATION TECHNOLOGY LAB PRACTICECourse Title : INFORMATION TECHNOLOGY LAB PRACTICESemester : IITeaching Scheme in Hrs (L:T:P) : 0:1:2Type of course : Tutorial + PracticalCIE : 60 Marks

Course Code : 18C-210PCourse Group : CoreCredits : 3Total Contact Hours : 37.5Hrs/45PdsSEE : 40 Marks

PrerequisitesKnowledge of Computer basics and DOS

Course OutcomeOn successful completion of the course, the students will be able to attain below Course Outcome (CO):

Course Outcome CL Linked PO Practical hrsCO1 Demonstrate skills using spreadsheet software A 1,2,3,4,8,9,10 15CO2 Demonstrate skills using presentation software A 1,2,3,4,8,9,10 15CO3 Demonstrate skills using database software A 1,2,3,4,8,9,10 15

Total Sessions 45

Legends: R = Remember U= Understand; A= Apply and above levels (Bloom’s revised taxonomy)

Course Content

Spread Sheet

1. Open MS-Excel and identify the components on the screen2. Create a Worksheet in MS-Excel and save it in .xls or .xlsx format3. Inserting column and row in Excel4. Creation of new worksheet in the existing Excel Book file5. Generate a Chart using the data in Excel-worksheet6. Automate calculations in a worksheet using formula7. Sort and filter data in a worksheet8. Protecting a worksheet, working with multiple sheets9.

Presentation Software

10. Create a simple Power point presentation for a small topic and saving in .ppt or pptx format11. Inserting a new slide in the existing PowerPoint file12. Inserting chart or image in a PowerPoint slide13. Exercise with animation and sound features in PowerPoint14. Exercise with Rehearse Timings feature in PowerPoint15. Exercise in printing the PowerPoint file in (a) Slides (b) Handouts

Database Management System16. Create a table for given data and save in .mdb or .accdb format17. Add, Delete and rename fields18. Use the Primary key field19. Enter and edit data 20. Use Relationships option21. Create forms22. Modify and save forms

23. Create and use queries24. Sort data25. Display data26. Create and print reports

Resources:1. Computer Fundamentals Concepts, Systems, Application, D.P.Nagapal, S.ChandPublication, RP-2014, ISBN: 81-219-2388-32. http://www.tutorialsforopenoffice.org/3. http://www.libreoffice.org/get-help/documentation/

Composition of Educational Components:

Questions for CIE and SEE will be designed to evaluate the various educational components (Bloom’s taxonomy) such as:

Sl. No. Bloom’s Category %

1 Remembrance 20

2 Understanding 20

3 Application 60

Mapping Course Outcomes with Program Outcomes:(Course Outcome linkage to Cognitive Level)

Course Outcome Experiment Linked Linked PO CL PracticalSessions

CO1 Demonstrate skills using spreadsheet software

1,2,3,4,5,6,7,8 1,2,3,4,8,9,10 A 15

CO2 Demonstrate skills using presentation software

9,10,11,12,13,14 1,2,3,4,8,9,10 A 15

CO3 Demonstrate skills using database software

15,16,17,18,19,20,21,22,23,24,25

1,2,3,4,8,9,10 A 15

U-Understanding; A-application/ Analysis; App-ApplicationCourse-PO Attainment MatrixLevel 3- Highly Addressed, Level 2-Moderately Addressed, Level 1-Low Addressed.

Course Delivery

The course will be delivered through tutorial of one hour and one & half hours of hands on practice per week.

Suggested Student Activities:1. Create a spreadsheet for the class2. Create power point presentation for a course3. Create a database for the class

Format for Student Activity Assessment

Internal Assesment

http://www.libreoffice.org/get-help/documentation/

Activity MarksWriting the experiment, record evaluation 30Execution of the given experiment 20Viva-voce 10Total 60

Model Question Bank

Course Title:IT LAB PRACTICE Course Code: 18CE210P

1. Using Spreadsheet Application, create a worksheet with five columns. Enter tenrecords and find the sum of all columns using auto sum feature.2. You have a monthly income of Rs.10000. Your monthly expenditures are Rent- Rs3000, Food- Rs. 1500, Electricity- Rs.100, Phone- Rs. 150, and Cable TV-Rs. 200.Prepare a worksheet with the Monthly Income, the Monthly Expenditures listed andsummed, monthly savings amount (what’s left over each month) calculated, and theamount saved per day (assuming 30 days in a month). Use Spreadsheet Application.3. Using Spreadsheet Application, create a worksheet containing the pay details(containing Basic pay, DA, HRA ,Other Allowance , Deductions- PF, PT, Insurance,Gross and Net salary) of the employees using formulas.4. Using Spreadsheet Application, create a Simple Bar Chart to highlight the results of your institute for three years.5. Using Spreadsheet Application, create a Pie Chart for a sample data and give legends.6. Using presentation tool, Create a simple Presentation consisting of 4-5 slides aboutInput and Output Devices.7. Create a presentation about a book containing Title, Author, Publisher and Contents.8. Create an automated (timings & animation) Presentation with five slides aboutdifferent Models of Computers. Use Presentation tool

IV SEMESTER

DCE- IV SEMESTER S.NO

Course Code

Course Name Teaching Scheme Credits

Examination Scheme

Instruction periods per week

Total

periods/semester

Continuous Internal Evaluation

Semester End Examination

L T P Mid Sem

1

Mid Sem

2

Internal

Evaluation

Max Mark

s

Min Marks

Total Mark

s

Min Marks

for passing

including internal

1 18C-

401F

Advanced Engineering Mathematics

3 1 - 60 3 20 20 20 40 14 100 35

2 18C-

402C

Strength of Materials 3 1 - 60 3 20 20 20 40 14 100 35

3 18C

403C

Hydraulics

3

1

- 60 3 20 20 20 40 14 100 35

4 18C-

404C

Quantity Surveying 3 1 - 60 3 20 20 20 40 14 100 35

5 18C-

405C

Irrigation Engineering

3 1 - 60 3 20 20 20 40 14 100 35

6 18C-

406P

Civil Engineering Drawing 1 0 2 45 1.5 20 20 20 40 20 100 50

7 18C-

407P Hydraulics Lab 1 0 2 45 1.5 20 20 20 40 20 100 50

8 18C-

408P

Modern Surveying

Lab 1 0 2 45 1.5 20 20 20 40 20 100 50

9 18C-

409P

Civil Engineering Workshop 1 0 2 45 1.5 20 20 20 40 20 100 50

10 18C-

410P

Advanced Communication Skills and Life Skills Lab

1 0 2 45 1.5 20 20 20 40 20 100 50

Skill Upgradation

Activities 0 0 7 105 2.5 0 0 Rubrics -- - 0

20 5 17 630 25 200 200 200 400 170 1000 425

ADVANCED ENGINEERING MATHEMATICS

Course Title : Advanced Engineering

Mathematics

Traction

Mathematics

Course Code :18C-401F

Semester : IV Course Group : Foundation

Teaching Scheme in periods ( L : T :P) : 45 : 15 : 0 Credits : 3

Methodology : Lecture + Tutorial Total Contact Periods : 60


Pre requisites

This course requires the knowledge of Engg. Mathematics at Diploma first year level and

Applied Engg. Mathematics at Diploma 3rd

Semester level.

Course Outcomes :

At the end of the course, the student will have the ability to:

Blue Print of Marks for SEE

CO 1 Solve simple Homogeneous Linear Differential Equations

CO 2 Solve simple Non-Homogeneous Linear Differential Equations

CO 3 Express f(x) as a Fourier series in the given interval

CO 4 Express f(x) as a Fourier Half-Range Cosine series and Sine series

CO 5 Find Laplace transforms of simple functions

CO 6 Find Inverse Laplace transforms of simple functions and solve Linear Differential

Equations using Laplace Transformations.

Unit

No

Unit Name Periods Questions to be set for SEE

R U A

1 Homogeneous Linear

Differential equations with

constant coefficients

05

Q4

Q1 Q9(a) Q13(a) 2 Non-Homogeneous Linear

Differential equations with

constant coefficients

15

3 Fourier series 10

Q2 Q10(a) Q14(a) 4 Fourier Half-range series 05

5 Laplace Transforms 10 Q3 Q5,Q6

Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

Course Contents:

Unit – I Duration: 05 Periods (L:3.0 – T:2.0)

Homogeneous Linear Differential equations with constant coefficients

Homogenous linear differential equations with constant coefficients of order two and higher

with emphasis on second order.

Unit – II Duration: 15 Periods (L:12.0 – T:3.0)

Non-Homogeneous Linear Differential equations with constant coefficients

Non-homogenous linear differential equations with constant coefficients of the form f(D)y =

X, where X is in the form k(a constant ) ,eax

, sin ax, cos ax, xn, (n= 1,2,3) Complimentary

Function (CF), Particular Integral (PI) and General Solution (GS).

Unit-III Duration: 10 Periods (L: 8.0 – T: 2.0)

Fourier series

Orthogonality of trigonometric functions, Representation of a function in Fourier series over the

interval , 2c c , Euler’s formulae, sufficient conditions for existence of Fourier series for a

function. Even, Odd functions and Fourier series over the Interval (0,2 𝜋) and (-𝜋,𝜋)

Unit – IV Duration: 05 Periods (L: 3.0 – T: 2.0)

Fourier Half-range series

Representation of a function as Fourier Half-range Sine series and Cosine series over the

interval (0, π)

Unit – V Duration: 10Periods (L: 7.0 – T:3.0)

Laplace Transformations:

Definition, sufficient conditions for existence of Laplace Transform, Laplace Transform of

elementary functions, linearity property, Change of scale property, First shifting theorem ,

6 Inverse Laplace transforms 15 Q7,Q8

Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)

Total 60 8 8 8

multiplication by tn, division by t, Laplace Transform of derivatives and integrals, unit step

function, Laplace Transform of second shifting theorem

Unit – VI Duration: 15 Periods (L: 12.0 – T: 3.0)

Inverse Laplace transforms:

Inverse Laplace transforms- shifting theorems and change of scale property, multiplication

by sn and division by s –Inverse Laplace Transform using partial fractions – convolution

theorem (no proof) – application of Laplace Transformations to solve ordinary differential

equations of second orde with initial conditions.

Recommended Books:

1. Higher Engineering Mathematics, B.S.Grewal .

2. Laplace Transforms - Murray R. Spigel .

3. Ordinary Differential Equations – R. S. Aggarwal.

4. Fourier Series – A.R. Vasishtha and Gupta.

Suggested E-Learning references:

1. www.freebookcentre.net/mathematics/introductory-mathematics-books.html

2. E-books:www.mathebook.net


Unit-I

1.0 Solve Homogeneous linear differential equations with constant coefficients in engineering

situations

1.1 Solve Differential equations of the type (aD2 +bD + c)y = 0 when the roots of the auxiliary

equation are real and different, real and repeated, complex.

1.2 Solve the higher order homogeneous Linear differential equations with constant coefficients.

Unit-II

2.0 Solve Non Homogeneous linear differential equations with constant coefficients in

engineering situations

http://www.freebookcentre.net/mathematics/introductory-mathematics-books.html

2.1 Explain the concept of complementary function, particular Integral and general solution

of a differential equation.

2.2 Solve nth order differential equation of the type f(D) y = X where f(D) is a polynomial of second

order and X is a function of the form k, eax

,Sinax, Cosax, xn.

2.3 Solve simple problems on the above types of 2.2

Unit-III

3.0 Understand the Fourier series expansion of functions

3.1 Define the orthogonality of functions in an interval.

3.2 Define Fourier series of a function on the interval (C, C+2𝜋)and write the Euler’s

formulae for determining the Fourier coefficients.

3.3 Write sufficient conditions for the existence of Fourier series for a function.

3.4 Write Fourier series of simple functions in the range (0, 2𝜋) and (-𝜋,𝜋) .

3.5 Write Fourier series for even and odd functions in the interval (-𝜋,𝜋)

3.6 Solve simple problems on even and odd functions in the interval. (0,2𝜋) 𝑎𝑛𝑑(-𝜋,𝜋)

Unit- IV

4.0 Understand the Half – Range Fourier series expansion of functions

4.1 Write Half – Range Cosine series of a function in the range(0 ,𝜋).

4.2 Write Half – Range Sine series of a function in the range (0 ,𝜋).

4.3 Solve simple problems on Half – Range Cosine and Sine series over the interval (0 ,𝜋)

Unit-V

5.0 Understand Laplace transforms

5.1 Write the definition of Laplace Transform and Laplace transform of standard functions.

5.2 Explain the sufficient conditions of existence of Laplace Transform.

5.3 Write the properties of Laplace Transform – Linearity property,First shifting theorem,

Change of Scale property.

5.4 Solve simple problems using the above properties.

5.5 Write formulae for Laplace transform of 𝑡𝑛𝑓(𝑡) ,𝑓(𝑡)

𝑡 , 𝑓𝑛 𝑡 , 𝑓 𝑢 𝑑𝑢

𝑡

0

in terms of Laplace transform of .f(t)

5.6 Solve simple problems using the above formulae.

5.7 Define unit step function and write the Laplace Transform of unit step function.

5.8 Write Second shifting theorem.

Unit-VI

6.0 Use Laplace transforms and Inverse Laplace transforms to solve differential

equation in engineering problems

6.1 Define inverse Laplace Transform and write inverse Laplace Transforms of standard

functions.

6.2 Solve simple problems on Inverse Laplace Transforms.

6.2 Write Shifting theorems and Change of scale property of inverse Laplace Transform.

6.3 Solve simple problems on 6.2

6.4 Write inverse Laplace Transforms corresponding to Laplace Transform of the functions

𝑡𝑛𝑓(𝑡),𝑓(𝑡)

𝑡 ,𝑓𝑛 𝑡 , 𝑓 𝑢 𝑑𝑢

𝑡

0

6.5 Solve simple problems on 6.4

6.6 Define convolution of two functions and state convolution theorem.

6.7 Solve simple problems on Convolution theorem.

6.8 Use Laplace and inverse Laplace Transforms to solve simple differential equations of

Second order.


1. Student visits Library to refer Standard Books on Mathematics and collect related material.

2.Quiz

3. Group discussion

4. Surprise tests

5. Seminars

6. Home Assignments.

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Linked PO

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

10

CO1 3 2 2 1 1 3 1,2,3,4,7,10

CO2 3 2 2 1 1 3 1,2,3,4,7,10

CO3 3 2 2 1 1 3 1,2,3,4,7,10

CO4 3 2 2 1 1 3 1,2,3,4,7,10

CO5 3 2 2 1 1 3 1,2,3,4,7,10

CO6 3 2 2 1 1 3 1,2,3,4,7,10

Internal Evaluation


QUESTION PAPER PATTERN FOR MID SEMESTER EXAMS

Sl.No Description Level No of

Questions

Marks for

each question

Choice Total Marks

01 Part-A Remembering(R) 4 1 Nil 4 Marks

02 Part-B Understanding(U) 4 3 2 6 Marks

03 Part-C Application(A) 4 5 2 10 Marks

Total Marks 20 Marks

MID SEM-I EXAM

S.No Unit No R U A Remarks

1 Unit-I 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-II 3,4 6(a) 8(a)

6(b) 8(b)

Total Questions 4 4 4

Test Units Marks

Mid Sem 1 1 and 2 20


Slip Test 1 1 and 2 5


Assignments - 5

Seminars - 5

Total 60

MID SEM-II EXAM


1 Unit-III 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-IV 3,4 6(a) 8(a)

6(b) 8(b)


The length of answer for each question framed in respect of Part-A, B&C shall not exceed ¼ of a

page, 1page and 2 pages respectively

QUESTION PAPER PATTERN FOR SEMESTER END EXAM


Questions

Marks for

each question

Choice Total Marks





Unit No Questions to be set for SEE

R U A

I

Q4

Q1 Q9(a) Q13(a) II

III Q2 Q10(a) Q14(a)

IV

V

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

VI Q7,Q8 Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)


Code: 18C-401F



MID SEM –I, MODEL PAPER, IV SEMESTER



PART-A

Instructions: 1. Answer ALL questions 04 X 01 = 04

2 Each question carries ONE mark

1. Write the General solution of (aD2+bD+c)y = 0, whose roots of auxiliary equation are real and

distinct.

2. Find the roots of auxiliary equation of the differential equation (𝐷2 + 2𝐷 + 1)𝑦 = 0

3. Find the Particular Integral of 𝐷2 − 4𝐷 + 1 𝑦 = 𝑒3𝑥

4. Find the P.I of 𝐷2 − 16 𝑦 = 𝑆𝑖𝑛4𝑥

PART-B

Instructions: 1. Answer any TWO questions 02 X 03 = 06

2. Each question carries THREE marks

5 a) Solve: (D2 + 3D – 54)y = 0

Or

5 b) Solve : (D2 +16)y = 0

6 a) Solve :(𝐷2 + 4𝐷 + 4)𝑦 =𝑒2𝑥

Or

6 b) Find P.I of (𝐷3 + 𝐷)𝑦 = sin2x

PART C


2. Each question carries FIVE marks

7 a) Solve :(D3 – 2D

2 – 4D + 8) y = 0

Or

7 b) Solve : (D3 – D

2 – D +1)y = 0

8 a) Solve : (𝐷2 + 36)𝑦 =𝑠𝑖𝑛2𝑥

Or

8 b). Solve : (𝐷2 + 3𝐷 + 2)𝑦 =𝑥2

@@@

Code: 18C-401F



MID SEM –II, MODEL PAPER, IV SEMESTER



PART-A



1. Define periodic function and give one example

2. Define Fourier series of the function f(x) in the interval (0, 2𝜋)

3. Write Half-range sine series of f(x) in the interval (0,𝜋)

4. Find 𝑎0for f(x) =𝑒𝑥 in 0< 𝑥 < 𝜋

PART-B



5 a). If f(x) = 𝑥2 in (0, 2𝜋), then find the value of an in Fourier series of f(x)

Or

5 b) If f(x) = 𝑥 in (-𝜋,𝜋), then find the value of a1 in Fourier series of f(x)

6 a).Find the value of an in half-range Cosine series for the function f(x) = ex

in (0,𝜋)

Or

6 b). Obtain the Fourier Half – Range Sine series for f(x) =( 𝜋 − 𝑥)𝑖𝑛𝑡ℎ𝑒𝑖𝑛𝑡𝑒𝑟𝑣𝑎𝑙 (0,𝜋)

PART C



7 a). Obtain the Fourier series for f(x) = x in the interval 0< 𝑥 < 2𝜋

Or

7 b). Find the Fourier series for f(x) =( 𝑥 − 𝑥2) in the interval (-𝜋,𝜋). Hence show that

1

12 -1

22 +1

32-1

42 + ……….+ =𝜋2

12

8 a) Express f(x) = πx – x2 as a half-range Sine series in (0,𝜋)

Or

8 b). Find the half –range cosine series for the function f(x) =𝑥2 in the interval (0,𝜋)

18C-401F


SEMESTER END EXAM MODEL PAPER

IV SEMESTER EXAMINATION


Time: 2 hours [Total Marks: 40]

PART-A



1. Find the roots of auxiliary equation of the differential equation 𝐷2 + 4𝐷 𝑦 = 0 .

2. Define Fourier Series for the function f(x) in the interval ( c, c+2𝜋)

3. Find the Particular Integral of 𝐷2 − 4𝐷 + 1 𝑦 = 𝑒𝑥

4. Find 𝐿 𝑒2𝑡 + 𝐶𝑜𝑠3𝑡

5. Find 𝐿 𝑡 + 5𝐶𝑜𝑠ℎ𝑡

6. State the First Shifting theorem of Laplace Transforms.

7. Find 𝐿−1 1

𝑠−3+

𝑠

𝑠2+4

8. Find 𝐿−1 1

2𝑠+5

PART-B

Instructions: 1. Answer any FOUR questions 04 X 03 = 12


9. a) Solve:(D2+D + 1) y = 4e

3x

Or

9 b) Find 𝐿 𝑡𝐶𝑜𝑠3𝑡

10 a) Find Half Range Sine Series of f(x) = x in 0 ,𝜋

Or

10 b) Find 𝐿−1 𝑠+1

𝑠2+6𝑠−7

11 a) If L{f(t)} = 20−4𝑠

𝑠2−4𝑠+20, find L{f(3t)}

Or

11 b) Find 𝑡. 𝑒−2𝑡𝑆𝑖𝑛3𝑡𝑑𝑡∞

0using Laplace Transform Technique

12 a) Show that 𝐿−1 1

𝑠(𝑠2+𝑎2) =

1−cos 𝑎𝑡

𝑎2

12 b) Find 𝐿−1 𝑠

(𝑠+2)2+4

PART C

Instructions: 1. Answer any FOUR questions 04 X 05 = 20


13. a) Solve :Solve:(D2 + D -2) y = x + sinx

Or

13 b) Find L 𝑡𝑒𝑡𝑠𝑖𝑛3𝑡

14 a) Expand f(x) = x2 as a Fourier series in the interval ),(

Or

14 b) Find 𝐿−1 𝑠

𝑠+1 2(𝑠2+1)

15 a) Find 𝐿 𝑆𝑖𝑛3𝑡 .𝐶𝑜𝑠𝑡

𝑡

Or

15 b) Evaluate

t

dtt

tL

0

sin

16 a) Find𝐿−1 1

𝑠+1 (𝑠+2) using Convolution theorem .

Or

16 b). Solve the differential equation y’’– 2y’– 8y = Sint , when y (0) = 3, y’ (0) = 6 by

Laplace Transform method.



Knowledge of Engineering Mechanics


CO1 Develop Shear Force and Bending Moment Diagrams for different types of beams

CO2 Apply Euler‟s formula and Rankine‟s formula for columns to arrive at critical load over

the column

CO3 Apply geometricalproperties of beam to calculate strength parameters like flexural stress

and shear stress inbeams for different loading conditions.

CO4 Calculate the capacity of circular shafts in generating Power according to sectional

properties.

CO5 Calculate the deformation (Slope &deflection) of Beams by Double Integration Method

CO6 Analyse the beams to calculate slope and deflection using Macaulay‟s method and

Moment area method.


Course Title: Strength of Materials Course Code 18C-402C

Semester IV Semester Course Group Core

Teaching Scheme in Periods (L:T:P) 45:15:0 Credits 3

Methodology Lecture+Assignments Total Contact Periods 60 Periods


Pre requisites

Course Outcomes

Unit

No

Unit Name

Periods

Questions to be set for SEE

R U A

I Shear force and

Bending Moment 12

Q4

Q1 Q9(a) Q13(a)

II Columns and Struts 08

III Theory of simple

bending 10

Q2 Q10(a) Q14(a)

IV

A) Shear stress in

beams 05

B) Torsion 05

V Deflection of beams-I 08

Q3

Q5,Q6 Q9(b),Q11(a),

Q11(b)

Q13(b),Q15(a),

Q15(b)

VI Deflection of beams-II 12 Q7,Q8

Q10(b),Q12(a),

Q12(b)

Q14(b),Q16(a),

Q16(b)

Total 60 8 8 8

UNIT - 1: Shear Force and Bending Moment Duration: 12 Periods (L: 9.0 – T:3.0)

Concepts of S.F. and B.M.-Sign Convention - Relation between Rate of Loading, S.F. and

B.M -S.F. and B.M.diagrams for Cantilevers, Simply Supported beams, Overhanging

beams subjected to point loads and uniformly distributed loads - Maximum B.M and

maximum S.F in beams for various loads- position and significance of points of contra

flexure

UNIT - 2: Columns and struts Duration: 08 Periods(L: 6.0 – T:2.0)

Importance and Calculation of Least Moment of Inertia, radius of gyration and

slenderness ratio for Solid circular, Hollow circular, Rectangular, I sections and Built up

sections – Compression Members-Types and Classification - Short and Long columns,

failures - Different end conditions - Effective length - calculation of safe load on columns

with axial load only by Euler‟s and Rankine‟s formula - Limitation of Euler‟s formula.

UNIT - 3: Theory of Simple Bending Duration: 10 Periods(L: 7.5 – T:2.5)

Bending stress in beams :Introduction –Simple Bending Bending Stress in beams –

Bending Equation (Derivation not required) – Neutral Axis - Section Modulus, Flexural

Rigidity, Modulus of Section, Radius of curvature, Moment of Resistance – Calculation

of bending stresses in Symmetrical and Unsymmetrical sections-practical applications.

UNIT – 4(A):Shear stress in beams Duration: 5 Periods (L:4.0 – T:1.0)

Shear Stress distribution diagrams for various symmetrical beam sections such as

rectangular, solid circular and I & T sections - Calculation of shear stress in different

layers of a beam for rectangular and I section (Derivation of formula not required) –

Calculation of Maximum shear stress in rectangular, circular and I sections -problems

UNIT- 4(B): Torsion Duration: 05 Periods (L:4.0 – T:1.0)

Introduction – Theory of torsion – Assumptions – Torsion formula (Derivation not

required) – Solid and hollow circular shafts subjected to pure torsion – Simple problems

– Shear stress distribution in shafts - Power transmitted by circular shafts – Problems

UNIT - 5: Deflection of Beams -I Duration: 08 Periods(L: 6.0 – T:2.0)

Introduction – Deflected profiles of beams with different support conditions – Strength and

stiffness of beams – Relation between curvature, slope and deflection - Slope and

Course Contents

deflection for simply supported beams under symmetrical loading – Slope and deflection

in cantilever beams under point load and udl- Double integration method – Derivation of

standard cases – Problems.

UNIT - 6: Deflection of Beams –II Duration: 12 Periods(L: 9.0 – T:3.0)

a) Macaulay‟s method for slope and deflection–Simply supported beams under

concentrated and uniformly distributed loads – Problems.

b) Mohr‟s theorems for slope and deflection – Cantilevers and simply supported

beams with symmetrical loading – Problems.

1. Strength of Materials by S. Ramamurtham.

2. S.M and T.S by B.C. Punmia.

3. S.M and T.S by N. Srinivasulu.

4. Introduction to Strength of Materials by D.S. Prakash Rao.

5. Strength of Materials (A practical approach) Vol–I by D.S. PrakashRao.

6. Strength of Materials by R.K. Bansal

7. S.M. and T.S. by Y. Ram Mohan Rao

8. Strength of Materials by L.S. Negi

9. Mechanics of Solids by E P Popov

10. Elements of strength of materials by Timoshenko

1.www.elearning.com/survey

2. http://nptel.ac.in


1.1 Explain terms:

a) Shear Force

b) Bending Moment

1.2 Explain the sign conventions used to calculate Shear Force and Bending Moment

Reference Books



http://nptel.ac.in/

1.3 Explain the relationship between the rate of loading, shear force and bending moment

1.4 Determine Shear Force and Bending Moment on Cantilevers, Simply Supported Beams

and Overhanging beams for simple cases of loading (Point Load, Uniformly distributed

load) analytically

1.5 Determine maximum SF and maximum BM for various loading conditions in beams.

1.6 Describe the procedures for sketching the Shear Force Diagrams (SFD) and Bending

Moment Diagrams (BMD)

1.7 Sketch Shear Force Diagrams (SFD) and Bending Moment Diagrams (BMD) for

Cantilever and Simply Supported Beams

1.8 Determine point of contraflexure and explain its significance

2.1 List different types of compression members

2.2 Define :

i) Buckling/Critical/Crippling Load ii) Actual length iii) Slenderness ratio

iv) Least radius of gyration v) Safe load vi) Factor of safety

2.3 State the classification of columns based on slenderness ratio OR length and lateral

dimensions

2.4 Calculate least radius of gyration for solid circular, hollow circular, square, rectangular

sections, I-sections and built up sections

2.5 List different end conditions for a column

2.6 Find the effective lengths of columns for different end conditions

2.7 Calculate the slenderness ratio for a given column

2.8 State Euler‟s formula for crippling load of a column (derivation not required)

2.9 Solve problems on limitations of Euler‟s formula

2.10 Calculate crippling and safe loads on a column with simple and built up sections using

Euler‟s formula

2.11 Explain the validity of Rankine‟s formula for short and long columns using basic

Rankine‟s empirical formula

2.12 Calculate crippling or safe loads on a column with simple and built up section using

Rankine‟s formula

2.13 Calculate the ratio of strengths of hollow and solid circular columns loaded under same

conditions

2.14 Design a hollow circular cross section of a column for the given data

2.15 Calculate the ratio of strengths of a section using Euler‟s and Rankine‟sformulae under

same conditions

3.1 Explain simple / pure bending

3.2 Define terms

a) Neutral layer

b) Neutral axis

c) Radius of curvature

d) Moment of Resistance

e) Modulus of section

f) Flexural rigidity

3.3 State the assumptions made in the theory of simple bending.

3.4 Sketch and explain bending stress distribution across the depth of the beam for any

cross section

3.5 Obtain the formula for section modulus of (solid and hollow sections):

a) Square Section

b) Rectangular Section

c) Circular Section

3.6 Calculate section modulus based on above formulae

3.7 Solve problems on theory of simple bending for symmetrical and unsymmetrical

sections to calculate Moment of Resistance, Design of cross section.

4.1 State formula for calculation of Shear Stress in any layer of a cross section

4.2 Draw shear distribution diagram across:

i) Rectangular section

ii) Solid circular section

iii) Symmetrical I - section

iv) T - section

4.3 Determine shear stress at any layer and draw shear stress distribution diagram across:

i) Rectangular section

ii) Symmetrical I - section

4.4 Determine the maximum shear stress in circular, rectangular and square and I

sections

4.5 State pure Torsion

4.6 State the assumptions made in the pure Torsion

4.7 State the formula for pure Torsion of a circular shaft

4.8 Solve the problems on Torsion applying Torsion formula

4.9 Explain terms:

i) Polar modulus

ii) Torsional rigidity

4.10 State the formula for power transmitted by the circular shaft

4.11 Solve the problems on power transmitted by the solid and hollow circular shafts

4.12 Computes the dimensions of a solid / hollow circular shaft based on strength

5.1 Draw the deflected shapes of different beams

5.2 Define:

i. Elastic curve

ii. Slope

iii. Deflection

5.3 Distinguish between strength and stiffness of a beam.

5.4 Derive relation between slope, deflection and radius of curvature

5.5 Derive the equations for maximum slope and deflection by double integration

method for:

i. Cantilever beams with point loads and uniformly distributed loads (standard

cases).

ii. Simply supported beams with central point load, uniformly distributed load

throughout and their combination.

5.6 Calculate the maximum slope and deflection in simply supported and cantilever

beams using the above formulae

6.1 Explain Macaulay‟s method (for Simply supported beams) to find the slope and

deflections

6.2 Compute the maximum slope and deflection for Simply supported beam carrying point

loads and uniformly distributed loads by Macaulay‟s method

6.3 Define:

i) Mohr‟s theorem-I

ii) Mohr‟s theorem-II

6.4 Derive formulae for maximum slope and deflection in standard cases (simply

supported and cantilever beams) by moment area method using Mohr‟s theorems

6.5 Compute the maximum slope and deflections for Cantilever and Simply Supported

Beams by Mohr‟s theorem-I and Mohr‟s theorem-II (moment area method)

1. Visit the Institute‟s Library / internet center and list the books/journals/ e-books and any other

resources available on the topics suggested by the teacher.


2. Prepare references consisting name ofthe author, title of the book/paper, publication and place

of publication, volume No.s, pagenumbers and year of publication on the following

topics

i) Beam column joints.

ii) Mohr‟s theorem

iii) Bending Test on Wood and Mild steel.

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CO PO 1 PO 2 PO 3 PO 4 PO 5 PO 6 PO 7 PO 8 PO 9 PO 10

CO1 1 3 2 2 2 1,2,4,8,9

CO2 2 1 2 1 1,2,3,9,10

CO3 1 3 1 2 2 1,2,3,9,10

CO4 2 2 2 2 2,3,4,10

CO5 2 2 2 1 1,2,3,10

CO6 2 3 2 1 2 2 1,2,3,4,8,10


Internal Evaluation

Test Units Marks





Assignments 5

Seminars 5

Total 60



Questions

Marks for

each

question

Choice Total

Marks





MID SEM-I EXAM


1 Unit-I 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-II 3,4 6(a) 8(a)

6(b) 8(b)


MID SEM-II EXAM


1 Unit-III 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-IV 3,4 6(a) 8(a)

6(b) 8(b)


The length of answer for each question framed in respect of Part-A, B&C shall not

exceed ¼ of a page,1 page and 2 pages respectively



Questions

Marks for

each

question

Choice Total

Marks






R U A

I

Q4

Q1 Q9(a) Q13(a) II


IV

V

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

VI Q7,Q8 Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)



Model Question paper

DCE IV semester

Mid Semester-I Examination

Corse Code:18C-402C Duration:1 hour

Course Name: STRENGTH OF MATERIALS Max.Marks:20 Marks

---------------------------------------------------------------------------------------------------------------------------

PART-A

Answer all questions, Each Question carries one mark 4x1 = 4 Marks

1. Show the SFD and BMD for a cantilever beam of span „l‟ with a point load of „W‟ at the end

indicating Maximum values.

2. Show the SFD and BMD for a simply supported beam of span „l‟ with a UDL of „w kN/m‟

throughout the span indicating Maximum values.

3. State any three assumptions made in Euler‟s theory of columns.

4. State different end conditions of columns.

PART-B

Answer TWO questions. Each question carries THREE marks 2x 3 = 6 Marks

5(a). A simply supported beam of span 6m is carrying a point load of 30kN at a distance of 4m

from LHS and a UDL of12kN/m over entire span. Calculate maximum Bending moment and

draw BMD.

(OR)

5(b). A cantilever of span 6m carries two point loads of 10kN and 20kN at a distance of 1m and 4m

from fixed support. Draw BMD

6(a). A rectangular columnof cross section 200mm x 300mm, 5m long is fixed at one end and

hinged at the other. Determine the Euler‟s critical load on the column if E = 200 kN/mm2.

(OR)

6(b). A solid circular section of diameter 150mm is used as a column of length 4m. It is fixed on

both ends. Determine the Rankine‟s buckling load. Given fc = 500 N/mm2 and a = 1/1600

PART-C

Answer TWO questions. Each question carries FIVE marks 2x 5 = 10 Marks

7(a). A cantilever beam of span 6m is subjected to 2 point loads 10kN, 15kN at a distance of 2m,

6m from fixed end. In addition to them it carries a udl of 5kN/m throughout the span. Draw

SFD and BMD.

(OR)

7(b). A 7m span beam is simply supported between 5m and is overhanged for a length of 2m on

right side. It carries 2 point loads 25kN and 18kN acting at 3m and 7m from LHS. Draw SFD

and BMD.

8(a). A solid circularcast iron column whose diameter is 200mm is 4m long. It is fixed at both

ends. Calculate the ratio of Euler‟s and Rankine‟s critical load. fc = 500N/mm2 and a =

1/1600

(OR)

8(b) A straight bar 3m long is used as a strut with both ends fixed. When an axial load of 8 kN is

applied the bar is found to buckle. What should be the diameter of rod. Take fc = 330 N/mm2

and a = 1/1750

State Board of Technical Education and Training, Telangana


DCE IV semester

Mid Semester-II Examination


Course Name: STRENGTH OF MATERIALS Max.Marks:20 Marks

---------------------------------------------------------------------------------------------------------------------------

PART-A

Answer ALL questions, Each Question carries ONE mark 4x1 = 4 Marks

1. Define Neutral axis of the section and state where it lies for any section.

2. Define Section Modulus and state its units.

3. Define pure torsion and write the units for twisting moment.

4. Define torsion and write any three practical examples of application of torsion.

PART-B

Answer TWO questions. Each question carries THREE marks 2x 3 = 6 Marks

5(a). A steel rod 100mm diameter is to be bent to a circular shape. Find the minimum radius of

curvature to which it should be bent so that stress in the steel may not exceed 120 N/mm2.

Take E = 2 x 105 N/mm

2.

(OR)

5(b). A steel flat of size 120mm wide and 25mm thick is bent into a circular arc of radius 5m. Find

the maximum stress induced and the bending moment which can produce this stress. Take E =

2 x 105 N/mm

2.

6(a). A steel shaft having a modulus of rigidity as 80 kN/mm2 is twisted by 1 degree 30 minutes in

a length of 2m. The shaft is solid circular with diameter 80mm. Determine the Torque

required.

(OR)

6(b). A hollow steel shaft has 120mm outer diameter and 15mm thickness. When transmitting

power at 150 r.p.m the angle of twist per metre length was one degree. Find the power

transmitted by the shaft. Take G = 80 kN/mm2.

PART-C

Answer TWO questions. Each question carries FIVE marks 2x 5 = 10 Marks

7(a). A rectangular beam 300mm deep is simply supported over a span of 3m. What “udl” the

beam can carry, if the bending stress is not to exceed 120 MPa? Take I = 80 x 106 mm

4.

(OR)

7(b). A cast iron beam of symmetrical I-section with top flange 150mm x 10mm, bottom flange

150mm x 10mm and web 280mm x 10mm is simply supported over a span of 6m. If the

permissible bending stress is 110 N/mm2, what uniformly distributed load can be safely

applied on the beam?

8(a). A solid steel shaft is to transmit a torque of 1x108

N.mm. If the shearing stress does not

exceed 45 N/mm2, Find the minimum diameter of the shaft.

(OR)

8(b). A hollow circular shaft 120mm external diameter has to transmit 120 kW power at 200 r.p.m.

The angle of twist on a length of 3m was observed to be 0.85 degree. Find the thickness of the

shaft. Take G = 80 kN/mm2



DCE IV semester

IV Semester End Examination

Corse Code:18C-402C Duration:2 hours

Course Name: STRENGTH OF MATERIALS Max.Marks: 40 Marks

PART-A

Answer all questions. Each Question carries one mark 8x1 = 8 Marks

1. What are the sign conventions to calculate Shear Force and Bending Moment in beams.

2. Define Section Modulus and state its units.

3. Write the equations for max. Slope and max. Deflection of a simply supported beam

subjected to a total u.d.l of W over its whole span.

4. Differentiate between Short column and Long column.

5. Define slope and deflection.

6. Define Elastic curve of a beam and show the deflected shapes of

(i) Simply supported and

(ii) Cantilever beams.

7. State the relation between curvature, slope and deflection of a loaded beam and explain the

terms.

8. Differentiate between strength and stiffness of a beam.

PART-B

Answer FOUR questions.Each question carries three marks. 4 x 3 = 12 Marks

9(a). A cantilever beam of span 6m is subjected to 2 point loads 20kN and 30kN at a distance of

3m and 6m from fixed end. Draw SFD and BMD for the beam and summarize maximum

values.

(OR)

9(b). A cantilever beam of span 5m carries a u.d.l at the rate of w/m. The section of the beam is

100mm x 200mm and the value of E of the beam material is 2 x 104 mm

4. Determine the

value of „w‟ if the maximum deflection is 8mm.

10(a). A simply supported beam of symmetrical section 300mm deep and I = 120 x 106 mm

4 carries

a UDL of 15 kN/m throughout the span. Calculate maximum span of the beam if the

maximum bending stress is not to exceed 160 N/mm2

(OR)

10(b). A cantilever beam of span 3m carries a point load of 30kN at its free end. Calculate the slope

and deflection at the free ends using Mohr‟s theorems. Take EI = 4000 kN-m2.

11(a). A simply supported beam is 6m long, 200mm wide and 350mm deep. Calculate the maximum

central point load the beam can carry so that the maximum deflection does not exceed 10mm.

(OR)

11(b). A cantilever of span 3m carries a UDL of 10kN/m over a length of 2m from fixed support.

Calculate the deflection at the free end.

12(a). A simply supported beam of span „L‟ carries a point load of „W‟ at the centre of beam. Derive

a formula to calculate the maximum slope in the beam. Use Moment Area method.

(OR)

12(b). Write the boundary conditions to attain maximum slope and maximum deflection for the

following cases.

a) Simply supported beam with a UDL of „w‟ kN/m acting throughout the span „L‟.

b) Cantilever beam of span „L‟with a point load „W‟ at the free end.

PART-C

Answer FOUR questions. Each Question carries five marks 4 x 5 = 20 Marks

13(a) A simply supported beam of span 5m is carrying a point load of 40kN at a distance of 2m

from LHS and a UDL of 10 kN/m over entire span. Calculate maximum Bending moment

and draw BMD.

(OR)

13(b) Derive a formula to calculate maximum slope for a simply supported beam with concentrated

load at the centre, using Double integration method.

14(a) A symmetrical I-section with flange dimensions 180mm x 10mm and web 12 x 250mm is

used as a beam having overall depth 270mm, to resist a Shear Force of 60kN. Find the

maximum Shear stress developed in the beam.

(OR)

14(b) A RSJ is freely supported over a span of 5m carrying central concentrated load of 20 kN. Find

the position and magnitude of maximum deflection. Use Maculay‟s method. E = 200

kN/mm2, I = 73.3 x 10

6 mm

4.

15(a) Derive a formula to calculate maximum slope for a simply supported beam with a udl of „w‟

kN/m throughout the span, using Double integration method.

(OR)

15(b) Derive a formula to calculate maximum slope and maximum deflection for a cantilever beam

with a point load „W‟ at the free end, using Double integration method.

16(a) A cantilever of span 6m carries a UDL of 10kN/m for a length of 4m from fixed end and a

point load of 12 kN at the free end. Determine maximum slope and deflection at the free end

by Moment area method. Given E = 200 kN/mm2, Ixx = 32 x 10

6 mm

4.

(OR)

16(b) A I-section is used as a simply supported beam of span 5m to carry two point loads of 20kN

each at a distance of 1.5m from both the supports. Find the position and magnitude of

maximum deflection. Take E= 2 x 105 N/mm

2, I=73.33 x 106 mm

4. Use Maculay‟s method.


Knowledge of Basic Engineering Mathematics and Engineering Physics

Upon the completion of the course, the student shall be able to

CO1 Calculate fluid pressure using pressure measuring devices and compute the forces on

immersed plane surfaces.

CO2 Apply the general principles of flow of liquids and Bernoulli's theorem and its

applications in solving problems on discharge and pressure measurements using flow

measuring devices.

CO3 Determine the discharge and coefficients of discharge for Orifices and Mouthpieces,

Notches and Weirs

CO4 Compute the major loss and various minor losses of head in flow through pipes.

CO5 Calculate the flow parameters and design the most economical channel section.

CO6 Explain the working principles of pumps, Turbines and layout of a typical Hydro-electric

power station.


Course Title: Hydraulics Course Code : 18C-403C

Semester: IV Semester Course Group : Core

Teaching Scheme in Periods(L:T:P): 45 :15 :0 Credits : 3

Methodology : Lecture+Assignments Total Contact Periods : 60 Periods


Pre requisites

Course Outcomes

Unit

No


R U A

1 Properties of fluids and

Measurement of fluid

pressure

10

Q4

Q1 Q9(a) Q13(a)

2 Flow of fluids 10

3 Flow through orifices,

mouthpieces, notches

and weirs

10 Q2 Q10(a) Q14(a)

4 Flow through pipes 10

5 Open channel flow

10

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

6 Pumps, turbines and

hydroelectric power

plants

10 Q7,Q8 Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)

Total 60 8 8 8

UNIT 1: Properties of fluids and Measurement of fluid pressure:

Duration: 10Periods(L:7.5 – T:2.5)

a) Scope and importance of Hydraulics in Civil Engineering

b) Fluids - classification - Properties – Formulae- units

c) Pressure- types – relationship - Pressure measuring Instruments

d) Total pressure and Centre of pressure on plane surface immersed in liquid -

Numerical problems

e) Practical Applications- Lock gates (Description only)

UNIT 2 : Flow of fluids Duration:10Periods(L:7.5 – T:2.5)

a) Types of Flow - Rate of flow or discharge-continuity equation- Numerical problems

b) Total energy of liquid in motion – Bernoulli's theorem (without proof) - Numerical

Problems.

c) Applications of Bernoulli’s theorem – Numerical problems

UNIT 3: Flow through Orifices, Mouth Pieces, Notches and weirs

Duration: 10Periods (L:7.5 – T:2.5)

a) Orifice-types of Orifices- Large Rectangular Orifice- - Numerical Problems.

b) Mouth piece-Types of Mouth pieces

c) Notch - types of notches - rectangular, triangular and trapezoidal notches-Numerical

problems

d) Weirs - types of weirs - Numerical problems - (Derivation of formulae not required)

UNIT4: Flow thorough pipes Duration :10Periods(L:7.5 – T:2.5)

a) Frictional loss in pipes - Chezy’s formula and Darcy's formula (without proof) –

Numerical problems.

b) Types of Minor Losses

c) Hydraulic gradient and Total energy line.

d) Discharge through parallel pipes and compound pipes (series) connected to a reservoir.

(simple problems)

Course Contents

UNIT5:Open Channel Flow Duration: 10Periods(L:7.5 – T:2.5)

a) Open channel flow - Discharge through open channel - Chezy's and Manning’s formula

(derivation not necessary). - Numerical problems

b) Geometric properties of open channel

c) Empirical formulae for value of C.

d) Most economical section of a channel-rectangular and trapezoidal sections - (Simple

numerical Problems)

UNIT 6: Pumps, Turbines and Hydro-electric Power plants

Duration: 10 Periods (L:7.5 – T:2.5)

a) Pumps - types - Reciprocating pumps and Centrifugal pumps.

b) Classification of Turbines-impulse and reaction turbines.

c) Sketch a typical layout of a hydroelectric power plant – component parts – Functions of

surge tank

1. Reya&Rao, Hydraulics

2. Modi&Seth, Hydraulics & Fluid Mechanics

3. Bansal, Fluid Mechanics &Hydraulics


2.You tube vedios on working of pumps and turbines.

3. Profile of a company manufacturing pumps and turbines on internet.

4. Wikipedia search on the different terms used in hydraulics

Upon completion of course, the students shall be able to

1.1 Explain the scope and importance of Hydraulics in Civil Engineering.

1.2 Define fluid and List examples of fluids

1.3 Differentiate between ideal and real fluids.

Reference Books



http://nptel.ac.in/

1.4 Define - Mass density, Specific weight, Specific gravity, Adhesion, Cohesion,

Surface tension, Capillarity, Compressibility, Dynamic Viscosity, Kinematic

viscosity and Vapour pressure - State the units and formulae

1.5 Define 1. Atmospheric pressure, 2. Gauge pressure and 3. Absolute pressure.

1.6 Describe the following pressure measuring instruments and Compute the pressure of

a flowing fluid

a) Piezometers, manometers,

b) U- tube Differential manometers.

c) Mechanical pressure gauge-Bourdon’s pressure gauge

1.7 Define 1. Total Pressure and 2. Centre of Pressure.

1.8 Calculate Total pressure and Centre of pressure on the following surfaces immersed

in a liquid at rest:

a) Horizontal plane,

b) Vertical plane and

c) Inclined plane

1.9 Practical applications-Lock gates(description only)

2.1 State the different types of flow of liquids

2.2 Define Uniform flow, Non-uniform flow, Steady flow, Unsteady flow, Laminar flow

and Turbulent flow.

2.3 State one dimensional Continuity equation.

2.4 State the equation for Bernoulli's theorem of Total energy of liquids in motion.

2.5 Compute the pressure and velocity at a section of flowing liquid in a pipe for the

given conditions using Bernoulli's equation.

2.6 Describe the working principle and Compute the actual discharge of flowing liquid

through

i. Venturimeter,

ii. Orifice meter and

iii. Pitot tube.

3.1 Define orifice and list different types of orifices

3.2 Distinguish between small and large orifices

3.3 Define vena- contracta, Cc, Cv, and Cd (Hydraulic coefficients). .

3.4 State the formulae for actual, theoretical discharges through small orifice

3.5 Calculate the discharge, Cc, Cv ,Cd for given conditions-Numerical Problems

3.6 Derive formula for discharge through Large Rectangular Orifice and Calculate

discharge through Large Rectangular Orifice for given conditions-Numerical

Problems.

3.7 Define Mouth piece - Classify mouth pieces.

3.8 Calculate discharge through a Mouth piece for given data- Numerical Problems.

3.9 Define a Notch and list different types of notches.

3.10 Calculate the discharge over following Notches: Rectangular, Triangular and

Trapezoidal

3.11 Define Weir and list the different types of weirs.

3.12 Determine the discharge over sharp crested and broad crested weirs under given

conditions - Numerical Problems.

3.13 Determine the discharge over rectangular weir using Francis and Bazin's empirical

formulae

4.1 List the various losses that occur when water flow through pipes.

4.2 Differentiate Major loss and Minor losses.

4.3 Compute loss of head due to friction using Chezy’s and Darcy’s equations

4.4 Compute the various minor losses of head for given data –Numerical problems.

4.5 Define Hydraulic gradient line and Total energy line.

4.6 Calculate discharge through Parallel and Compound (series) Pipes connected to

reservoir for given data- Numerical Problems.

5.1 Define open channel flow.

5.2 Differentiate open channel flow and pipe flow.

5.3 Define Wetted perimeter and Hydraulic mean depth/radius.

5.4 State Chezy's formula and Manning's formula for uniform flow through open

channels.

5.5 List the Values of ‘C’ for different surfaces

5.6 State the following formulae to evaluate 'C'

a) Kutter's formula,

b) Manning's formula

c) Bazin'sformula .

5.7 Calculate Velocity and Discharge in a channel using Chezy' s and Manning's formulae

for given conditions-Numerical problems.

5.8 Define most economical section of a channel.

5.9 List the conditions for most economical section for Rectangular channel and

Trapezoidal channel.

5.10 Design the most economical rectangular and trapezoidal channel sections for the

given conditions.

6.1 Define Pump and list different types of Pumps

6.2 Describe the parts of Reciprocating Pump with a sketch.

6.3 Describe the working principle of Single acting and Double acting reciprocating

pumps.

6.4 List the functions of air vessels for reciprocating pumps.

6.5 Describes the different parts of centrifugal pumps and explain the working principle

of centrifugal pump.

6.6 Define priming and explain the necessity of priming.

6.7 Explain the use of foot valve and strainer in a centrifugal pump.

6.8 Define Turbine and list types of turbines.

6.9 Differentiate between Impulse and Reaction turbines.

6.10 Explain the working principle of Pelton wheel turbine.

6.11 Describe the Parts of Francis Turbine.

6.12 Explain the purpose of draft tube and list types of draft tubes.

6.13 Sketch a typical layout and List different components of hydro-electric power plant

installation.

6.14 Define surge tank and list the functions of surge tank

1. To visit a nearby petrol bunk and bike repairing centre and submit a report on

pressure measuring devices

2. To carryout market survey for pipes of different sizes and materials available.

3. To assess conditions of water supply mains of your locality and quantify the pressure

drop and measuring the actual discharges through various outlets.

4. To visit & submit a report on nearby hydel power plant to know the setup of various

components.

5. Student is encouraged to participate in Tech fest/Srujana fest to evolve any novel

method of water supply systems

6. Prepare/Download a dynamic animation to illustrate the working principle of

hydraulic pumps.



8. Quiz

9. Group discussion

10. Surprise Test/Slip test

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mm

un

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Life

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PO


CO1 3 1 2 2 1,2,4,8,

CO2 2 1 2 2 2 2 2,3,5,6,7,8

CO3 2 2 1 2 2 1,2,3,8,9

CO4 2 2 1 2 2 1,2,3,5,6,

CO5 1 3 1 2 2 1,2,3,5,6

CO6 1 3 1 2 2 2 1,2,3,5,6,10


Internal Evaluation

Test Units Marks





Assignments 5

Seminars 5

Total 60



Questions

Marks for

each

question

Choice Total

Marks





MID SEM-I EXAM


1 Unit-I 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-II 3,4 6(a) 8(a)

6(b) 8(b)


MID SEM-II EXAM


1 Unit-III 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-IV 3,4 6(a) 8(a)

6(b) 8(b)






Questions

Marks for

each

question

Choice Total

Marks






R U A

I

Q4

Q1 Q9(a) Q13(a) II


IV

V

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

VI Q7,Q8 Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)




DCE IV semester


Corse Code: 18C-403C Duration:1 hour

Course Name: HYDRAULICS Max.Marks:20 Marks

PART-A


1) Define the term ‘specific gravity’

2) Define ‘absolute pressure’.

3) List out any two types of fluid flow.

4) Write the mathematical form of Bernoulli’s theorem

PART-B

Answer two Questions. Each question carries three marks 2x 3 = 6 Marks

5(a) what is weight density of a fluid giving the values for water and mercury.

(OR)

5(b) Compare the centre of pressure and total pressure.

6(a) Draw a neat sketch of venturimeter showing it salient features

(OR)

6(b) State three assumptions of Bernoulli’s theorem

PART-C

Answer two questions. Each question carries five marks 2x 5 = 10 Marks

7(a) Convert the following vacuum pressures into absolute pressures

(a) 26cm of mercury

(b) 11.14 kN/m2

(c) 0.05 N/mm2

(d) 0.34 Kgf/cm2

(OR)

7(b) A triangular body of base 2m and height 2.4m is immersed vertically such that the base is

parallel to and at a depth of 1.6m from free surface of liquid. Find Total pressure and

Centre of pressure.

8(a)Water is flowing through a tapered pipe of length 100m having diameter 600mm at the

upper end and 300mm at the lower end at the rate of 50lit/s. The pipe has a slope of

1in30. Find the pressure at the lower end if the pressure at higher end is 0.1962 N/mm2.

.

(OR)

8(b)A venturimeter is to be fitted to a 15 cm diameter pipe which is horizontal where the

pressure head is 10m of water. The maximum flow is 9000 litres per minute. Find the

diameter of the throat so that the pressure does not become negative. Assume the co-

efficient of venturimeter as 0.98



DCE IV semester




PART-A


1) Write the relation between Cd , Cc and Cv .

2) List any two classification of Mouthpieces based on discharge conditions.

3) Define Hydraulic Gradient line.

4) Write the formula to calculate the head loss due to pipe friction by Darcy’s equation

PART-B

Answer any two questions. Each question carries three marks 2x 3 = 6 Marks

5(a) State three advantages of V-notch

(OR)

5(b)Water flows over a rectangular notch 1.25m wide with a head of 0.10m. The same

discharge passes through a right angled V notch. Find the head of water in the v-

notch.

6(a) It was observed that the difference of head between the two ends of a pipe 250m long

and 300mm diameter is 1.5m. Taking Darcy coefficient as 0.01 and neglecting minor

losses, calculate the discharge flowing through the pipe.

(OR)

6(b) A pipe of diameter 90mm is suddenly enlarged to a diameter of 150mm. Find the loss

of head due to the enlargement when the quantity of water flowing is 0.072m3/sec

PART-C

Answer any two questions. Each question carries five marks 2x 5 = 10 Marks

7(a) A jet of water issues from an orifice 1250mm2 in area under a constant head of

1.125m. It falls vertically 1m before striking the ground at a distance of 2m measured

horizontally from vena-contracta. Calculate hydraulic Co - efficients (Cc, Cd&Cv), if

the jet is discharging 3.65 lit/sec.

(OR)

7(b) The catchment area of a tank is 5 x 106Sq.m. The max rainfall in the catchment is 5 cm

per hour. Out of this 80% will reach the tank. Find the length of waste weir if the depth

of the water is not to exceed 1 m. The waste weir has to carry piers 1 m wide and 5 m

clear span for supporting super structure.

8(a) Water is discharged through a pipe 1220m long which is 40mm in diameter for 610m,

and250m for the rest of its length. Calculate the flow, taking only friction into account,

end of the pipe is 30.5m below the reservoir level. Take f = 0.004 for 400mm pipe f =

0.006 for the 250mm pipe.

(OR)

8(b) A 2 km long water main has to carry a discharge of 0.54 m3/sec. If the maximum

allowable loss of head due to friction is 26m, find the diameter of the pipe required.

Assume f=0.008. Use Darcy’s equation neglecting minor losses.



DCE IV semester


Corse Code: 18C-403C Duration:2 hours


PART-A

Answer all questions. Each question carries one mark. 8x1 = 8 Marks

1) Define Adhesion.

2) List the classification of orifices based on size

3) Name the parts of a reciprocating pump?

4) State Bernoulli’s theorem

5) Define steady flow in open channels

6) Define the term ‘Hydraulic mean depth’

7) What is the difference between single – stage and multi –stage pumps?

8) What is draft tube?

PART-B

Answer four questions. Each Question carries three marks 4 x 3 = 12 Marks

9(a) Calculate the pressure at point A in the figure given below

(OR)

9(b)A rectangular channel of having most economical 6.0 m wide. Find the discharge if bed

slope is 1 in 1200. Assume C as 50

10(a)A rectangular channel of 1.5m width is used to carry 0.2 m3 of water. The rate of flow is

measured by placing a 900 V- notch weir. If the maximum depth of water is not to

exceed 1.2m, find the position of the apex of the notch from the bed of the channel.

(OR)

10(b) List the components of a Hydroelectric power plant

11(a) Find the discharge through a rectangular channel 4 m wide, having depth of water 3 m

and bed slope 1 in 1500 Take N=0.03 in Kutter’s formula.

(OR)

11(b) A trapezoidal channel 5m wide at the bottom and 1.5m deep discharges 1500 l/sec. The

side slopes are 2H : 1V. Given N for the channel surface as 0.03, find the longitudinal

slope.

12(a) List the component parts of centrifugal pump

(OR)

12(b) Draw a sketch of Reciprocating pump

PART-C

Answer four questions. Each Question carries five marks 4 x 5 = 20 Marks

13(a) A circular plane of 2m diameter is immersed in water so that its plane makes an angle

of 300and the height point or plane is 1.6 m below the surface. Find the Total pressure

and Centre of pressure.

(OR)

13(b) Determine the section of a trapezoidal channel discharging at 30m3/sec, bed slope 1 in

2000 and side slopes ad 1.5H : 1V, Chezy’s constant is 50.

14(a) A reservoir has been built 4km away from a college campus having 5000 inhabitants.

Water is to be supplied from the reservoir to the campus. It is estimated that each

inhabitant will consume 200 liters of water per day and that half of the daily supply is

pumped within 10hrs. Calculate the size of the supply main, if the loss of head due to

friction in pipeline is 20m. Assume ‘f’ for pipe as 0.008.

(OR)

14(b) Explain the functions of surge tank.

15(a) Find the value of Manning’s ‘n’ in terms of ‘C’ Chezy’s constant

(OR)

15(b) What do you mean by most economical section, write the conditions for trapezoidal

section

16(a) Explain the working of reciprocating pump

(OR)

16(b) Briefly write about the important types of draft tube



Knowledge of basic Mathematics, Materials of Construction, Construction practice, reading drawings

and plans.

Up on completion of the Course, the student will be able to

CO1 Identify different items of works and their units and specifications.

CO2 Prepare approximate and detailed estimates, estimate of quantities of different items of

works.

CO3 Prepare data sheets for different items of works and abstract estimate.

CO4 Prepare leads statement, and determine the quantity of earth work by various methods.

CO5 Prepare detailed estimates of Roads and Culverts.

CO6 Prepare detailed estimate for irrigation works.


Course Title: Quantity Surveying Course Code : 18C-404C


Teaching Scheme in Periods(L:T:P): 45:15:0 Credits : 3

Methodology : Lecture +Tutorials Total Contact Periods : 60 Periods


Pre requisites

Course Outcomes

Unit

No


R U A

1 Introduction, Units of

measurements and

Specifications

8

Q4

Q1 Q9A Q13A

2 Estimates of buildings 12

3 Analysis of Rates and

Abstract Estimates 12

Q2 Q10A Q14A 4 Earth work

calculations 8

5 Detailed estimates of

Roads and Culverts

10

Q3

Q5,Q6 Q9(b),Q11(a),

Q11(b) Q13(b),Q15(a),

Q15(b)

6 Detailed estimates of

Public Health

Engineering works. 10 Q7,Q8

Q10(b),Q12(a),

Q12(b)

Q14(b),Q16(a),

Q16(b)

TOTAL 60 8 8 8

UNIT 1: Introduction, Unit of measurements and Specifications

Duration: 8 Periods(L:6.0 – T:2.0)

a) Quantity surveying – Definition of estimate – Need for estimation – Types of estimates –

Approximate estimate – Detailed estimate – Abstract estimate – Duties of Quantity Surveyor

– Elements of a structure – Item of Work – Materials of construction – Line diagram for

preparation of abstract estimate

b) Units of measurements for various items of Civil engineering works as per IS :1200

c) Degree of accuracy in measurement – Deductions for openings in masonry, RCC and

Plastering – Painting coefficients

d) Specifications – Necessity – Types of specifications – General specifications of:

i. Earth works

ii. Brick / Stone Masonry with C.M

iii. Reinforced Cement Concrete

iv. Plastering with C.M

v. Floor finishes with ceramic tiles and marbles

vi. White washing / Colour washing

f) Types of estimates – Preliminary or Approximate Estimate – Detailed Estimate–

Abstract Estimate – Definitions – Formats for detailed and abstract estimates.

g) Preliminary or Approximate Estimate – Plinth area method – Cubic rate method – Service

Unit method

h) Problems in Preliminary estimate

UNIT 2: Estimates of Buildings Duration: 12 Periods(L:9.0 – T:3.0)

Different Methods of taking out quantities – Centre Line Method – Long and Short Wall Method-

Quantities of items in different components of buildings- Preparation of detailed estimates for

buildings with load bearing walls and framed structure.

a) Single Room Building

b) Single Room with Verandah

c) Single storied Residential building with two bed rooms (2 BHK)

d) Two storied residential building

e) Buildings with Sloped roofs like pitched roof, lean to roof, hipped & valley roof

Course Contents

UNIT 3: Analysis of Rates and Abstract Estimates Duration: 12 Periods(L:9.0 – T:3.0)

a) Analysis of Rates-Definition and Purpose

b) Standard Data Book, SSR, Standard data sheet

a) Cost of materials at source and at site

b) Standard Schedule of Rates of different materials in buildings works

c) Types of labour – Wages as per S S R

d) Lead and Lift – Preparation of Lead Statement

e) Data Sheets – Standard data for materials and labour components for different items of

work

f) Preparation of unit rates for finished items of works using Standard data and S S R

g) Methods of calculating quantities of ingredients of various proportions of cement mortar

and cement concrete.

h) Provisions for different building services and other overhead charges

i) Prepare abstract estimate for:

i. Single bedroom building (1 BHK)

ii. Two bedroom building with veranda (2 BHK)

UNIT 4: Earth Work Calculations Duration: 8 Periods(L:6.0 – T:2.0)

a) Lead and Lift – Initial and subsequent values-Standard values

b) Mid- sectional Area Method – Mean Sectional Area Method – Trapezoidal Rule –

Prismoidal Rule for computing volumes in level sections for roads and Canals and their

limitations

c) Taking out quantities from Longitudinal Section and Cross Section in cutting and

embankment of level sections –Calculation of Areas

d) Capacity of Reservoir from the table of areas and contours

UNIT 5: Detailed Estimates of Roads and Culverts Duration: 10 Periods(L:7.5 – T:2.5)

a) Gravel Road

b) Water bound macadam road

c) Cement concrete road

d) Pipe culvert

e) R C C slab culvert with straight returns

UNIT 6: Detailed Estimates of Public Health Engineering works

Duration: 10 Periods(L:7.5 – T:2.5)

a) Open well with masonry staining

b) R C Over head tank

c) Septic tank and soak pit

1. Estimating and Costing - B.N. Dutta

2. Estimating and Costing - S. C. Rangawala


2. https://www.youtube.com/watch?v=1JdAPaDHueM

3. https://www.youtube.com/watch?v=F4KQoqlDLaY

4. https://www.youtube.com/watch?v=ndgThVc6vMs


1.1 Define:

a) Quantity Surveying

b) Estimate

1.2 State the need for quantity surveying

1.3 Identify different types of estimates

1.4 Explain the need for different estimates

1.5 Distinguish among element of structure, item of a work & materials of Construction

1.6 List the duties of Quantity Surveyor

1.7 State the units of measurements, data and payment for different items of work and

materials using IS : 1200

1.8 State the types of taking out measurement.

1.9 Explain the process of taking measurements for different works and tolerances

1.10 Define specifications

1.11 State the need for specifications

1.12 State different types of specifications

1.13 Give the general specifications for important items of work

1.15 State different types of estimates

Reference Books



http://nptel.ac.in/

https://www.youtube.com/watch?v=1JdAPaDHueM

https://www.youtube.com/watch?v=F4KQoqlDLaY

https://www.youtube.com/watch?v=ndgThVc6vMs

1.16 Explain:

a) Approximate or preliminary estimate

b) Detailed estimate

c) Abstract estimate

1.17 State the methods of preparing approximate estimates

1.18 Explain:

a) Plinth area method

b) Cubic content method

c) Service unit method or unit cost method

1.19 Prepare approximate estimates for residential and non-residential buildings with given

data of size / capacity and rates considering Cost of building services and other

over heads

2.1 Differentiate between detailed estimate and abstract estimate

2.2 Write formats of detailed estimate and abstract estimate

2.3 State the information required for preparation of detailed estimates of a building

2.4 State and explain different methods of taking out quantities

2.5 Explain Centre Line Method – Long and Short Wall Method

2.6 Prepare the detailed estimates for various buildings (load bearing and framed) from the

given Drawings, specifications and site conditions:

a) Single Room Building

b) Single Room with Verandah

c) Single storied Residential building with two bed rooms (2 BHK)

d) Two storied residential building

e) Buildings with Sloped roofs like pitched roof, lean to roof, hipped & valley

roof

3.1 Define analysis of rates

3.2 Explain the purpose of analysis of rates

3.3 Explain the following in rate analysis:

a) Standard data book

b) Standard schedule of rates

c) Standard data sheet

3.4 Explain cost of material at source

3.5 Explain cost of material at site

3.6 Explain the following terms:

a) Blasting charges

b) Seinorage charges

c) Cess charges

d) Stacking charges

e) Water charges

f) Crushing charges

g) Lead charges

3.7 Compute rate of an item of work

3.8 Explain different types of labor wages as per latest SSR

3.9 Define lead statement

3.10 Prepare the format for Lead Statement

3.11 Prepare Lead Statement and data for different items of work

3.12 Prepare the unit rates for finished items of works using standard data and SSR

3.13 Tabulate the material requirement of mortars and concrete of different proportions

3.14 Prepare abstract estimate for the following buildings:

a) Single bedroom building (1 BHK)

b) Two bedroom building with veranda (2 BHK)

4.1 Explain terms: embankment, cutting

4.2 Define: lead and lift

4.3 State the standard values of Lead and Lift

4.4 Calculate the lead and lift for a given section

4.5 List different methods of computing the areas and volumes

4.6 Explain:

a) Mean sectional area method

b) Mid sectional area method

c) Trapezoidal rule

d) Prismoidal rule

4.7 State the limitations of prismoidal rule

4.8 Determine the areas of an embankment for a given data

4.9 Determine the areas of a cutting for a given data

4.10 Prepare detailed estimates for earth work for roads, canals and earthen bunds

4.11 Compute gross and effective capacity of a reservoir from the areas of different

contours

5.1 Prepare a detailed estimate for different types of roads and culverts.

a) Gravel road

b) Water bound macadam road

c) Cement concrete road

d) Pipe culvert

e) Slab culvert.

5.2 State the items involved in the abstract estimates of roads and culverts.

6.1 Prepare a detailed estimate for the following items:

a) Open well

b) R.C.C. overhead tank

c) Septic tank with soak pit

6.2 State the items to be included in the abstract estimates of above structures

1) The topic should be related to the course in order to enhance his knowledge, practical skill &

and lifelong learning, communication, modern tool usage.

2) Prepare Check list for different items of following type of Civil Engineering works.

a. Load Bearing Building Structure.

b. Framed structure type of building

c. W.B.M.Road

d. Septic Tank

e. Community well

3) Writing the rules of deduction of openings for below mentioned items of work as per IS1200.

a. Brick / Stone masonry

b. Plastering / Pointing

4) Preparing detailed estimate of a RCC single & two storied existing residential building for all

items of work.

5) Prepare the lead statement for earth work excavation for a Road.

6) Prepare the lead and lift statement for a building.

7) Collect the market data for cost of construction materials and implement in rate analysisand

compare it with the SR book.

8) Rate analysis to be done for construction activities by using alternate materials like M-sand

for River sand and analyse the difference of rates.

9) Rate analysis for works under Lump sum (LS) head to be studied in detail and comparedwith

present SR.

10) Reconciliation of materials for a particular item need to done for an ongoing project.

11) Detailed estimate for any two or more residential buildings to be compared and rate per unit

area to be find out which will help in present market survey.


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10

CO1 3 1 1 1 2 1,2,3,5,7

CO2 3 1 1 1 2 2 2 1,2,3,4,5,7,10

CO3 3 2 1 2 2 1,2,4,5,7

CO4 2 2 2 1 2 2 2 1,2,3,4,5,7,10

CO5 2 3 2 1 3 2 2 2 1,2,3,4,5,6,7,10

CO6 1 3 3 1 3 2 2 2 1,2,3,4,5,6,7,10

Internal Evaluation

Test Units Marks





Assignments 5

Seminars 5

Total 60




Questions

Marks for

each

question

Choice Total

Marks





MID SEM-I EXAM


1 Unit-I 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-II 3,4 6(a) 8(a)

6(b) 8(b)


MID SEM-II EXAM


1 Unit-III 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-IV 3,4 6(a) 8(a)

6(b) 8(b)






Questions

Marks for

each

question

Choice Total

Marks






R U A

I

Q4

Q1 Q9(a) Q13(a) II


IV

V

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

VI Q7,Q8 Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)




DCE IV semester



Course Name: Quantity Surveying Max.Marks:20 Marks

PART-A

Answer all questions, Each Question carries one mark.4x1 = 4 Marks

1. What is estimation?

2. write the units for the quantities of a) brick masonry.b) plastering.

3. Write the methods of taking out quantities for buildings.

4. Write the table form for detailed estimate.

PART- B

Answer two questions .Each question carries three marks 2x3=6 marks

5.(a). Write the duties of a quantity surveyor.

(OR)

5.(b) Write different types of estimates.

6(a). A single roomed building is having 3.6m x 6.0 m internal dimensions with 300mm thick

wall and height of the room is 2.3 m. Calculate quantity of brick work without

deductions.

(OR)

6(b) A compound wall of 1m height and 300mm thick has a foundation of 50mm projection on

both sides and 150mm thick. Find the quantity of foundation material for 1m length.

PART-C

Answer two questions .Each question carries five marks 2x5=10 Marks

7(a) Prepare a plinth area estimate of a building with a total plinth area of 240m2.from the

following data

i) Plinth are rate Rs 9000/m2.

ii) Electrical installations = 14% of the building cost

iii) water supply and sanitary installations =5%

iv) contingencies = 3%

(OR)

7(b). Explain different methods of approximate estimate.

8(a) Prepare the detailed estimate the following items of works for the fig.

a) Earth work excavation

b) CC bed for the foundation

(OR)

8(b). Prepare the detailed estimate for the following items of works for above fig

a) Brick masonry for the basement

b) Brick masonry for super structure with deductions



DCE IV semester




PART-A

Answer all questions. Each question carries one mark4x1 = 4 Marks

1. Write the format for lead statement.

2. What is cost of material at source and cost of material at site.

3. Define the terms lead and lift .

4. State any two methods of calculation of volume of earth work.

PART- B

Answer two questions .Each question carries three marks 2x3=6 Marks

5.(a) Calculate the cement quantity in concrete 1:1.5:3 for 10 m3.

(OR)

5.(b). Find the cost of material at site for the following.

sno materials Rate at source lead Conveyance charges

1 40 mm HBG metal Rs 300/m3 10 km 15/ km/m

3

2 sand Rs 75/m3 20 km 10/km/m

3

3 Rough stone Rs 250/m3 8 km 12/km/m

3

6.(a)Find the area of embankment, if the top width of the road is 6m and depth is 3m. The

side slopes are 2:1.

(OR)

6(b).Calculate the quantity of earth work for 1km length for a portion of the road in a uniform

ground the heights of banks at the two ends being 1m and 1.5m. The formation width is

10m and side slopes are 2H:1V.

PART-C

Answer two questions .Each question carries five marks 2x5=10 Marks

7(a). Calculate the quantity of materials required to prepare the following items of works

A) 12 m3 of cc 1:3:6.

B) 20m3 of brick masonry CM 1:6.

(OR)

7.(b).

8(a). Calculate the quantity of earthwork for 8 chains length (30M) for a portion of a road

embankment on a level ground having 10.5m formation width and 2:1 side slopes .The

level difference between formation and ground level is 0.9m, 0.7m, 1.20m, 3.4m,

2.90m, 3.10m, 3.40m, 2.60m and 2.40m respectively. Use Trapezoidal method.

(OR)

8.(b) .For the above problem find the quantity of earthwork in Prismoidal method.



DCE IV Semester


Corse Code:18C-404C Duration:2 hours


PART-A

Answer all questions. Each question carries one mark8x1 = 8 Marks

1. State the units for the following items a) plain CC in foundation) b) plastering

2. Write the purpose of rate analysis.

3. Write the formula for finding the quantity of RCC for Trapezoidal portion of a column

foundation.

4. A room internal dimensions are 4mx3m the wall thickness in super structure is

300mm.calculate the centre line length.

5. Cement concrete pavement 100mm thick and 7.5m wide is laid over a base course 75 mm

for a length of 5m.find the quantity of CC required for pavement.

6. Write the units for the measurement of a) Dry stone pitching b) plastering for abutment

wall.

7. How do you calculate the quantity of earthwork refilling in open well.

8. What are the deductions that you will make while calculating quantity for plastering in a

septic tank.

PART-B

Answer four questions. Each question carries three marks 4x3=12 marks

9.a).

(OR)

9.b). Calculate the following quantities for an abutment wall shown in fig. take the length of

wall as 5m.

a) CC bed under abutment

b) Masonry used in abutment.

10(a). Write the formulas for trapezoidal rule and prismoidal rule for finding earth work

quantities.

(OR)

10(b). The cross section of a circular well is shown in the fig. Calculate the quantity of earth

work excavation.

11(a).Find the area of embankment, if the top width of the road is 6m and depth is 3m. The

side slopes are 2:1.

(OR)

11(b) Write the items of works and their units in the estimation of a WBM road.

12(a). The cross section of a dispersion trench is 1.6m dia is shown in fig. Calculate the

quantity of brick masonry for the side walls.

(OR)

12(b) The size of a over head tank is 4.5mx 4.5m with side walls 200mm thick. Calculate the quantity

of RCC for a base slab if the thickness is 100mm.

PART-C

Answer any 4 questions. Each question carries five marks 4x5=20 marks

13.a).

(OR)

13(b) For an embankment 60m long of uniform gradient when the height of bank is 3m at one end

and 1.8m at the other .The width of embankment at top is 6m and its side slopes are 1.5:1 .

Estimate the quantity of earth work by

a) Mid sectional area method b) Prismoidal method.

14.(a). Calculate the quantity of cement required in bags for following items of works:

a) CRS masonry in CM 1:6 using granite stone for 15 m3 of work if 0.32 m3 CM is required

for 1 m3.

b) Plastering with CM 1:4 12mm thick for 100 m2 of work if 0.15 m3 of CM is required for

10m2 of plastering.

(OR)

14.b).

15.a).

(OR)

15.b).

16.a).

(OR)

16.b)



Course Title: Irrigation Engineering Course Code : 18C-405C


Teaching Scheme in Periods(L:T:P): 45:15:0 Credits : 3

Type of Course : Lecture+Assignments Total Contact periods : 60


The student should know the basic knowledge about hydraulics and mechanics.

On completion of this course, the student will be able to

CO1 Solve simple problems of irrigation by applying basic principles and methods.

CO2 Estimate rainfall over a catchment by various methods.

CO3 Explain different parts of head works and weirs and their functions.

CO4 Explain the structural details and construction and maintenance of gravity and earth dams.

CO5 Summarize the data of canals and maintenance of canals,and cross drainage works.

CO6 Develop the concept of water shed and its objectives and maintenance, explain about

water conservation .


UNIT – 1: Basics of Irrigation Duration:12 Periods(L:9.0 – T:3.0)

a) Introduction-Definitions-necessity and scope of irrigation-advantages and

disadvantages- perennial and inundation irrigation-flow and lift irrigation-direct and

storage irrigation- Methods of irrigation- Border Strip, Furrow, Check basin,

Sprinkler & Drip irrigation

Pre requisites

Course Outcomes

Unit

No


R U A

1 Basics of Irrigation 12

Q4

Q1 Q9(a) Q13(a) 2 Basics of Hydrology 08 3 Head works and weirs 08

Q2 Q10(a) Q14(a) 4 Gravity dams and Earth

dams 12

5 Distribution works 10

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

6 Watershed Management 10 Q7,Q8

Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)

Total 60 8 8 8

Course Contents

b) Principal crop seasons-kharif and Rabi crops.

c) Definition of duty, delta, base period, crop period, kor period -different methods of

expressing duty-relationship between duty and delta and base period-factors affecting

duty –-duty figures for principal crops-simple problems.

UNIT - 2: Basics of Hydrology Duration:8 Periods(L:6.0 – T:2.0)

a) Introduction-Definition of Precipitation, Runoff, Runoff classification-Rainfall-

Catchment and its types-Factors affecting run off.

b) Types of rain gauges-Simon’s rain gauge-float type automatic recording gauge-

Precautions in setting and maintenance-rainfall records Hydrological cycle-average

annual rainfall of an area – Theissen’s polygon method.

c) River gauging-objectives –selection of site-list the methods to measure the velocity.

UNIT - 3: Head Works and Weirs Duration: 8 Periods(L:6.0 – T:2.0)

a) Introduction-Classification of head works-storage and diversion, head works- their

suitability under different conditions-suitable site for diversion works-general layout of

diversion works-brief description of component parts of diversion works,

b) Barrages and Weirs - Brief description of component parts of a weir-percolation-uplif-

creep-scour-effect of percolation-list the protective works for a river weir.

UNIT – 4: Gravity dams and Earth dams Duration: 12 Periods (L:9.0 – T:3.0)

a) Introduction-Reservoirs and its types-Dams and its functions-types -Factors

influencing selection of site for reservoirs and dams.

b) Gravity dams- Definition of various terms such as FRL, MWL, TBL, free board,

Dead Storage, Live Storage, Gravity Dam, Spillway-profile of a dam-forces acting -

Causes of Failures and remedial measures -Elementary profile -low dam and high

dam - free board and top width –sketch the practical profile.

c) Uplift pressure - drainage gallery-spillway-types of spillways and their suitability.

d) Earth dams – locations suitable for Earth Dams, types of earth dams- saturation

gradient and phreatic line-Causes of failure of earth dams and remedial measures.

UNIT 5: Distribution works Duration: 10 Periods(L:7.5– T:2.5)

a) Introduction-Canals-importance of Irrigation canals- classification-different methods

of canal alignment-typical cross section of canal in cutting embankment, partial

cutting and embankment – berms – standard dimensions - balancing depth of cutting-

functions of head regulator and cross regulator -canal lining-necessity- types –

advantages and disadvantages-maintenance of canals.

b) Cross drainage works-necessity and suitability –general description of aqueducts –

super passage -siphon-level crossing.

UNIT – 6: Watershed Management Duration: 10 Periods (L:7.5 – T:2.5)

a) Introduction- concept of watershed development, objectives of watershed

Management, need for watershed development in India-Characteristics of Watershed:

size, shape, physiography, slope, climate, drainage, land use, vegetation, geology and

soils, hydrology and hydrogeology, socio-economic characteristics- factors affecting

watershed management - causes of watershed deterioration and their result-watershed

management practices

b) Water Harvesting: Rainwater harvesting, soil moisture conservation, check dams,

artificial recharge, and percolation tanks.

c) Soil erosion-Types and causes of erosion, factors affecting erosion, measures to

control erosion,-ploughing-trenching-bunding-terracing-check dams-rock fill dams.

1. Irrigation Engineering by B.R.Gupta.

2. Irrigation Engineering by B.CPunmia

3. Irrigation Engineering and water power engineering by Birdie.

4. Irrigation Engineering by S.K.Garg

5. Watershed Management by JVS Murthy, - New Age International

6. Land and Water Management by VVN Murthy, -Kalyani Publications



1.1 Define Irrigation

1.2 State the necessity of irrigation.

1.3 List advantages and disadvantages of irrigation.

1.4 Distinguish between

i) Perennial and inundation irrigation.

ii) Flow and Lift irrigation.

iii) Storage and direct irrigation.

1.5 Briefly describe various methods of Irrigation

1.6 State Principal crops in India and their seasons.

1.7 State different methods of expressing duty.

1.8 State the relationship between duty and delta.

1.9 State the factors affecting duty.

2.1 Define terms Catchment, intercepted catchment, free catchment, runoff, max flood

discharge.

Reference Books



http://nptel.ac.in/

2.2 State the methods of measuring rainfall with Simon’s rain gauge.

2.3 State the characteristics of good, average and bad catchments.

2.4 State the factors affecting run-off.

2.5 State the objectives for river gauging.

2.6 List the factors for selecting suitable site for a gauging station

3.1 State the classification of head works and their suitability under different conditions.

3.2 List the factors suitable for selection of site of Diversion works.

3.3 Describe with sketch the component parts of Diversion works.

3.4 Distinguish between barrages and Weirs

3.5 Describes with sketch the component parts of a weir and their functions.

3.6 Explain the terms percolation, uplift, creep and scour.

4.1 State the classification of Dams.

4.2 State factors influencing selection of site for reservoirs and dams.

4.3 Define the terms: Full reservoir level. Maximum water level, top bund level,dead

storage, livestorage, free board, gravity dam, spillway.

4.4 Briefly explain the causes of failure of gravity dams and their remedies.

4.5 Distinguish between low and high dams.

4.6 Draw the elementary profile of a gravity dam for a given height

4.7 Draw the practical profile of a low dam.

4.8 State need of drainage galleries

4.9 State the different types of spillways and their suitability and draw sketches

4.10 State the situations in which earth dams are suitable.

4.11 Define saturation gradient, phreatic line.

4.12 State the three types of earth dams with sketches of typical cross sections.

4.13 Briefly explain the causes of failure of earth dams and states the remedial measures.

5.1 Explain the importance of Irrigation canals.

5.2 State classifications of canals.

5.3 State the different methods of canal alignment and the situations in which each is

suitable.

5.4 Sketch typical cross sections of canals in cutting, embankment and partial cutting.

5.5 Define terms: balancing depth of cutting.

5.6 State the functions of Head Regulator and cross regulator.

5.7 State the need and draws the sketches of different cross drainage structures.

5.8 State the necessity and types of canal linings, advantages and disadvantages of canal

linings.

5.9 State the maintenance required for canals.

6.1 Define terms: watershed, watershed management.

6.2 State the necessity of watershed management.

6.3 List the objectives of watershed management

6.4 List the characteristics of watershed

6.5 List the factors affecting water shed management.

6.6 State the causes of watershed deterioration and their result.

6.7 Explain Watershed management practices

6.8 Explain rain water harvesting.

6.9 Explain soil moisture conservation methods

6.10 Explain various techniques to control soil erosion.



3. Quiz

4. Group discussion

5. Field visit to nearby irrigation structures and prepare notes.

6. Observe watershed management system in your village and prepare presentation.

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CO1 1 2 2 2 1 2 1,2,3,5,6,10

CO2 2 2 2 2 2 1 2 1,2,3,4,5,7,10

CO3 2 2 1 2 2,5,10

CO4 2 3 1 3 3 1 3 1,2,5,6,7,10

CO5 3 1 3 3 2 3 1,2,5,6,7,10

CO6 2 3 2 2 3 3 3 3 1,4,5.6,7,10





Questions

Marks for

each

question

Choice Total

Marks





MID SEM-I EXAM


1 Unit-I 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-II 3,4 6(a) 8(a)

6(b) 8(b)


MID SEM-II EXAM


1 Unit-III 1,2 5(a) 7(a)

5(b) 7(b)

2 Unit-IV 3,4 6(a) 8(a)

6(b) 8(b)






Questions

Marks for

each

question

Choice Total

Marks





Internal Evaluation

Test Units Marks





Assignments 5

Seminars 5

Total 60


R U A

I

Q4

Q1 Q9(a) Q13(a) II


IV

V

Q3

Q5,Q6 Q9(b),

Q11(a), Q11(b)

Q13(b),

Q15(a), Q15(b)

VI Q7,Q8 Q10(b),

Q12(a), Q12(b)

Q14(b),

Q16(a), Q16(b)




DCE IV semester



Course Name: IRRIGATION ENGINEERING Max.Marks:20

PART-A Answer all questions.Each question carries one mark.4x1 = 4 Marks 1. Define irrigation. 2. Differentiate between flow irrigation and lift irrigation 3 .List the important components of Hydrological cycle. 4. Define the terms 1) catchment 2) intercepted catchment

PART –B Answer two questions .Each question carries Three marks 2x3=6 Marks 5(a). Write the necessity of irrigation.

(OR) 5(b) The base period of a crop is 140 days. The total depth of water required is 800 mm. Find the

Duty. 6(a)What are the points to be considered for setting up of Rain gauge station at a place.

(OR) 6(b)What is runoff and write its types

PART-C Answer twoquestions. Each question carries five marks 2x5=10Marks

7(a)What are the advantages of Irrigation

(OR)

7(b)What are the factors that will affect the Duty of water.

8(a)With a neat sketch explain Hydrological cycle.

(OR)

8(b)With a neat sketch explain the working of Simon’s Rain gauge.



DCE IV semester



Course Name: IRRIGATION ENGINEERING Max.Marks:20 Marks

PART-A

Answer all questions.Each question carries one mark.4x1 = 4 Marks 1. Define head works? 2. What is creep length. 3. Define full reservoir level and maximum water level 4. Define live storage and Dead storage.

PART –B Answer two questions .Each question carries threemarks 2x3=6 Marks 5(a).Differentiate between barrage and a weir

(OR) 5(b). List the component parts of a weir. 6(a).Differentiate between low and high dam

(OR) 6(b). Draw the practical profile of a low dam.

PART-C Answer two questions .Each question carries five marks 2x5=10 Marks

7(a)Draw the layout of a Diversion headwork and list various parts.

(OR)

7(b) Draw the cross section of a weir and name various parts.

8(a)What are the points to be considered for selection of site for a dam

(OR)

8(b)What is Elementary Profile of a gravity dam. Find the minimum base width of elementary profile for reservoir full condition.



DCE IV semester


Corse Code: 18C-405C Duration:2 hours

Course Name: IRRIGATION ENGINEERING Max.Marks:40 Marks

PART-A

Answer all questions. Each question carries one mark.8x1 = 8 Marks

1. Define Base period, Crop period.

2. What is a Diversion Headworks and Storage Headworks

3. Define the terms watershed and watershed management.

4. List different methods of estimating Average rain fall over an area.

5. Write the classification of canals based on carrying capacity of canal.

6. Define balancing depth of cutting.

7. What is rain water harvesting

8. Define soil erosion.

PART-B

Answer four questions. Each question carries three marks 4x3=12 marks

9(a). Define Duty, Delta, and Base period.

(OR)

9(b). Write the methods of canal alignment.

10(a) Write the purpose of diversion head works.

(OR)

10(b) Write any three methods of controlling soil erosion.

11(a). Draw the cross section of a canal in cutting.

(OR)

11(b). Write any three functions of a head regulator.

12(a). What is check dam and write its functions.

(OR)

12(b). What is water harvesting and write any 4 methods to improve ground water level.

PART-C

Answer four questions. Each Question carries five marks 4x5=20 marks

13(a) Explain Theissen’s Polygon method for the estimation of average rainfall over an area.

(OR)

13(b) What is the necessity of canal lining List different types of canal linings

14(a) Draw the cross section of a weir state the functions of the component parts

(OR)

14(b) What are the objectives of watershed management.

15(a) Briefly explain about the maintenance works of a canal

(OR)

15(b) Draw a neat sketch of Siphon spillway and explain its working.

16(a) Explain about different soil conservation methods.

(OR)

16(b) Write the characteristics of watershed.



Basic knowledge of Engineering Drawing, ability to visualise 2D and 3D views

On completion of the course the student will be able to

CO1 Draw and illustrate the plan, elevation and section of culverts and drawings

CO2 Draw and illustrate the plan, elevation and section of Bridge drawings

CO3 Draw and demonstrate the plan, elevation and section of irrigation drawings

CO4 Draw and illustrate the plan, elevation and section of public health drawings

Course Title: Civil Engineering Drawing Course Code : 18C-406P

Semester: IV Semester Course Group : Practical

Teaching Scheme in Periods(L:T:P): 15:0:30 Credits : 1.5

Methodology : Lecture+ Practical Total Contact Periods : 45Periods


Pre requisites

Course Outcomes


Unit

No Unit Name Hours/Periods

Questions to be set for

SEE

R U A

1 Culverts and Bridges 15 1 1 1

2. Irrigation drawings 15 2

3. Public health Engineering drawings 15 1

Total 45 1 3 2

UNIT 1: Simple Culverts and Bridges Duration: 15 Periods(L:5 – P:10)

a) Pipe culvert (Single Pipe)

b) R.C.C slab culvert with square return walls

c) Two-Span R.C.C T-beam Bridge with square return walls.

d) Two-Span R.C.C Bridge with splayed wing walls and Return walls.

UNIT 2: Irrigation engineering drawings Duration: 15 Periods(L:5 – P:10)

a) Earthen bunds – Two types.

(i) Homogeneous type (ii) Non Homogeneous type.

b) Tank surplus weir with splayed wing walls.

c) Tank sluice with tower head.

d) Canal drop (notch type)

e) Canal regulator

UNIT 3: Public health engineering drawings Duration: 15 Periods(L:5 – P:10)

a) Plan and cross section of a sanitary block showing internal water supply and sanitary fittings

b) Septic tank and soak pit with details of connections

c) R.C.C overhead square tank. (four columns with all accessories ).

d) Draw plan and cross section of a rain water harvesting pit for a residential building.

1. Civil Engineering Drawing-II byN.Srinivasulu.

2. Civil Engineering Drawing-II by Chakravarthy

Course Contents

Recommended Books



2. https://www.youtube.com/watch?v=1JdAPaDHueM

After completion of the subject, the student will be able to

1.1. Draw the plan, cross sectional elevation and longitudinal sectional elevation of Pipe culvert and

identify the component parts from the given set of specifications

1.2. Draw the plan, cross sectional elevation and longitudinal sectional elevation R.C.C –slab culvert

and identify the component parts from the given set of specifications.

1.3. Draw the plan,sectional elevation and cross section of Two span R.C.C T-beam bridge with

square return walls from the set of given specifications.

1.4. Draw the sectional elevation, plan and cross section of Two span R.C.C bridge withsplayed wing

walls and return walls from the set of given specifications.

2.1. Draw the cross section view of Earthen bunds – Two types

(i) Homogeneous type (ii) Non-Homogeneous type.

2.2. Draw the plan, cross sectional elevation and longitudinal sectional elevation of Tank surplus weir

with splayed wing walls.

2.3. Draw the plan, cross sectional elevation and longitudinal sectional elevation of Tank sluice with

tower head.

2.4. Draw the plan, cross sectional elevation and longitudinal sectional elevation of Canal drop

(notchtype)

2.5. Draw the plan, cross sectional elevation and longitudinal sectional elevation of Canal regulator

3.1. Draw plan and cross section of a sanitary block showing internal water supply and sanitary

fittings

3.2. Draw the plan, cross-section elevation of Septic tank and soak pit with details of connections

3.3. Draw the plan, elevation of R.C.C overhead square tank. (four columns with accessories).

3.4. Draw plan and cross section of a rain water harvesting pit for a residential building.



http://nptel.ac.in/

https://www.youtube.com/watch?v=1JdAPaDHueM



3. Quiz

4. Group discussion

5. Surprise Test

6. Roof rainwater harvesting - a case study

7. Visit to a nearby canal, take the field data and draw the c/s of canal.

8. Identify and take the details of existing tank weir/tank sluice in the vicinity of your area and draw

all the views.

9. Identify and take the details of existing culvert/highway bridge/railway bridgenearby and draw all

the views.

10. For the given data prepare a model of any one of the following.

a. Tank sluice

b. Tank weir

c. Culvert

d) Railway/Highway bridge

11. Prepare a 3D model of Irrigation structure in CAD software

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CO1 2 2 2 1 1 1 1,2,3,5,8,9

CO2 2 2 3 3 2 2 1,2,3,5,8,9

CO3 1 3 2 2 3 3 1,2,3,5,8,9

CO4 2 3 2 3 3 2 1,2,3,5,8,9




Questions

Marks for

each

question

Choice Total

Marks

01 Part-A Remembering(R)

and

Understanding(U)

2 4 Nil 8 Marks

02 Part-B Application(A) 2 12 1 12 Marks




Questions

Marks for

each

question

Choice Total

Marks

01 Part-A Remembering(R)

and

Understanding(U)

4 4 Nil 16 Marks

02 Part-B Application(A) 2 24 1 24 Marks




DCE IV semester


Corse Code:18C-406P Duration:1 hour

Course Name: CIVIL ENGINEERING DRAWING Max.Marks:20 Marks

PART-A

Answer all questions.Each question carries fourmarks2x 4 = 8 Marks

1. Draw the cross section of pipe culvert for following particulars.

Internal dia of pipe = 1000mm

External dia of pipe = 1200mm

Width of bedding = 1600mm

Thickness of bedding = 300mm

Thickness of benching = 250mm

2. Draw the cross section of an abutment of slab culvert for the following data:

Bottom level of CC bed = +45.20m

Top level of CC bed = +45.80m

Width of CC bed = 2.2m

Bed level = +47.00m

Masonry footings of abutments = Consists of two below B.L.

Footings of equal depth and offsets on rear side only

Width of first footing = 1.8m,

Width of second footing = 1.6m

Top level of abutment = + 48.50m,

Thickness of bed block flushing

With of top abutment = 0.3 m

Top width of abutment = 0.9 m having batter on rear face

Thickness of slab = 200 mm,

Thickness of wearing course = 60mm

PART-B

Answer any one question.Each 1x12=12

Marks

3. Draw the plan and the longitudinal section of a pipe culvert to scale 1:100 to the given Particulars:

i) Drain particulars

Bed level : +50.350

Bed width near the pipe culvert: 1200mm

Side slopes of drain : 1:1

General G.L. near the drain : +51.550

Bed pitching and side slope revetment on both U/S and D/S = 200mm, rough

Stone bed pitching to a length of 1200 mm shall be provided both on U/S and D/S. A toe of same width

(200mm) shall be taken to a level of +50.00 at the end of bed pitching.

Sides slope revetment shall be with 200mm size rough stone along the slopes to a length of 1200mm both on

US/ and D/S from both B.L to general G.L.

ii) Pipes Details:

Internal diameter of C.C. pipe : 1000mm

External diameter of C.C. pipe : 1200mm

Bedding for the Pipe : 250mm CC

Benching for the pipe : 300mm CC

Width of both bedding and pitching : 1800 mm

Bottom level of C.C. bedding : +50.00m

No. of pipes : One

iii) Head walls:

At the end of pipe, two head walls are provided with brick masonry with the

Following details:

Length of head wall : 7200mm

Bottom level of head wall : +49.10

Top level C.C. bed provided under head walls : +49.10

Bottom level of C.C. bed provided under head walls: +48.80

Width of C.C. Bed : 1800mm

Bottom width of head wall : 1200mm

Profile of head wall = outer surface vertical and earth fill face having a batter so that the top width = 450mm.

Top level of head wall : +52.00

iv) Earth fill and Embankment:

Formation width : 10,000 mm

Side slopes : 2 horizontal to 1 vertical

Formation level : +54.00

Height of earth fills : top level of formation – top level of pipe = 54.00 - 51.450 =

2.550m

v) Guide stones on both the sides of formation:

450mm x 450mm square guide stones are provided at distance of 450mm from extreme edges of formation.

These stones are taken t o a depth of 600mm below formation level and extended to a height of 700mm above

formation level at 3000mm C.C.

4.Draw the following view of a small T-beam and deck slab bridge of two spans across a canal to a scale of 1: 50

from the given specifications. The type of structure is box type

i) Half cross-section & half elevation along the road.

Specifications:

i). General

No. of spans =2

Clear width of each span =3.5m

Bed level of canal =+50.00

F.S.L =+52.00

Free board =1.0m

Road formation level =+53.58

Side slopes of canal =1:1

Road width between parapets =4.40m

Road width between kerbs =4.10m

Kerb one either side =150mmx150mm

Wing walls =Return type

ii). Foundation:

The depth of foundation is same for abutments, wing walls and pier and is taken to level of + 49.30.

Depth of C.C bed below abutments, wing walls and pier is same and equal to 400mm; i.e. top level of C.C

bed =+49.70 and bottom level of C.C bed =+49.30.

Width of CC bed:

a. For abutments =1700mm

b. for wing walls =1400mm

c. For pier =1000mm

Bottom width of stone masonry abutment at +49.70 level = 1300mm: length = 5.9m. Bottom width of stone

masonry wing walls at + 49.70 level = 1000mm Length

(as measured on outer side ) = 3.9m

iii). Pier:

Width of stone masonry for pier is 600 mm and is same throughout its height

(up to bed block ). Cut water sharp to 60⁰ and ease water semi-circular shape are provided.

iv). Top width of abutments and wing walls:

The water face is vertical and rear side (earth retaining side) has a batter both for

abutments and wing walls.

Top width of abutment = 700mm

Top width of wing wall =500mm

v). T-beams:

Three no. of T-beams are provided one at the centre and one on either side at 2m c/c, having equal overhang

of deck slab on both sides.

Width of rib =250 mm

Depth of rib =500 mm

Bearing for T-beams over abutments =500mm

vi). C.C bed blocks:

T-beams are laid over C.C bed blocks provided over the abutments and wing walls.

Size of bed block is 600mmx600mmx150mm and is laid below the ribs of T-beam.

vii). R.C.C. deck slab:

200mm thick R.C.C (1:2:4) slab is provide with 20mm thick wearing course

(C.C 1: 1 ½:3) with 8mm size stone chips. Width of R.C.C deck slab = 4.9m.

viii). Parapet:

Brick masonry parapet 300mm square pillars with 50mm projecting copings on either

Side at top are provided, one at middle and one each at the ends. R.C.C posts at 1m

Clear spacing of size 100x 100 x 750mm with 25mm dia. Pipe, hand rails comprises the Parapet.

ix.) Side revetment:

Canal sides which are at 1:1 slope are provided with rough stone revetment 300mm thick over a gravel bed of

150mm thick for sufficient length. The toe wall for revetment is taken to a level of +49.40 with its bottom

width equal to 450mm.

Note: Any other data required may be assumed suitably.



DCE IV semester

Mid Semester-IIExamination



PART-A

Answer all questions. Each question carries four marks2x4 = 8 Marks

1. Sketch the central section along the tank bund of the well of atower head sluice from the following :

Internal dia = 1· m

Height of well = 4·2 m

Thickness of well staining = 0·45 m from top to a depth of2·0 m and 0·60 m for the remaining

CC foundation = 0·5 m thick with 0·3 m offset

Thickness of slab = 150 mm thick

Wooden shutter = 0·70 m wide × 1·2 m deep

Provide suitable rod and gearing rearrangement for the wooden shutter.

2. Draw the longitudinal section of a canal drop and name the component parts.

PART-B

Answer any one question 1x12=12 Marks

3. Draw the cross-section of a homogenous earthen bund with thefollowing specifications to a scale of 1 :

100.

Top width of bund = 1·5 m

TBL = +57·00

General ground level = +50·00

Stripped ground level = +49·70

Side slopes = 1½ : 1 on U/S and 2 : 1 on D/S

Key trenches = 1·2 m wide and 0·6 m deep at 4·0 m C/C

Protection of upstream face of the bund :

The upstream face of the bund is provided with 300 mmthick rough stone revetment over 15

mm thick gravel backing.

This revetment is founded on rough stone wall 1·0 m wide1·0 m deep

Protection of a downstream toe of the bund :

A rock toe with 300 m rough stone boulders is provided with900 mm top width and top level

being at +51·20.

Side slopes of rock toe = 1 : 1

Sand filter = 200 mm thick on rear side and at the bottom ofthe rock toe

Toe drain = A longitudinal drain is provided with bottom width1·0 m and side slopes 1 : 1.

This is in line with the outersurface of rock toe and taken to a level of +49·00

Rough stones of 300 mm thick are used for side revetment andbed pitching of toe drain

4. Draw the longitudinal section of a tank sluice with tower headto a scale of 1: 50.

(a) Tank bund :

Top width = 1·8 m

TBL = +163·500 m

MWL = +162·000

FTL = +161·300

Bed level = +159·100

Side slopes = 1½ : 1 on U/s and 2 : 1 on D/s

(b)Tower head :

Internal diameter = 1·2 m

Top of RCC slab over well = +162·50

Thickness of well staining = 450 mm from top to adepth of 2 m and 600 mm for the remaining

height

Opening = 600 mm dia opening is provided in the CCdiaphragm 75 mm thick for allowing

water into thebarrel.

Shutter = Wooden shutter 750 mm wide, 1500 mmdepth and 50 mm thick is provided for

regulating water

Foundation for well = 3·0 m dia and 600 mm thick

(c) Sluice barrel :

Internal dimensions = 750 mm wide × 1·0 m height

Roof for barrel = RCC roof slab 150 mm thick

Side walls of the barrel = 450 mm thick at top and600 mm thick at bottom with water face

vertical

CC foundation = 450 mm thick and 2550 mm wide islaid under barrel

(d) Lead chamber :

Length of wing walls = 1·8 m (horizontal distance)Distance between wing walls inside to

inside at thereceiving end = 2·0 m

Thickness of walls = 450 mm at top and 600 mm atbottom with water face vertical

Profile of wing walls = Wing walls start from +160·25

(top of barrel slab) at the entrance of the barrel andslopes down to the bed level +159·10. The

slope fromGL to bed level is 1½ : 1.

(e) Stilling cistern :

Internal dimensions : 3·0 m × 3·0 m

Side walls = All the side walls including the outer wallhaving an opening of 600 mm for

discharging waterinto field channel are 600 mm thick at bottom and450 mm thick at top,

having batter on rear side. Thesewalls are taken to canal bund level +160·75

(f) Canal particulars :

Bed width = 600 mm

Side slopes = 1:1 on water side and 1½:1 on rear sideup to GL


Width of canal bund = 900 mm

Canal bund level = +160·750

(g) Rough stone revetment :

(i) 450 mm rough stone revetment is provided on U/s over150 mm thick gravel backing from

bed level to TBL

(ii) Sides of canal are provided with 300 mm thick roughstone revetment over 150 mm thick

gravel backing for alength of 1·5 m. Bed pitching is also provided in thecanal to a length of

1·20 m with 300 mm size roughstone and a toe is provided at its end and taken to adepth of

600 mm below bed level of canal.Width of toe = 300 mm

(h) General ground level at the site = +159·50



DCE IV semesterEnd Examination

Corse Code:18C-406P Duration:2 hours


PART-A

Answer all questionsEach question carries fourmarks 4x4=16Marks

1. Sketch the section at support of an RCC slab bridge showing bed block and abutment cross-section and

name the parts.

2. Draw the longitudinal section of the body wall of a canal drop with the following data :

Length of body wall = 9·0 m

Top of notch pier = + 45·00 m

Top of body wall = + 44·00 m

Top of CC foundation = + 42·80 m

Bottom of CC foundation = + 42·20 m

Offset of CC foundation = 0·3 m on either side

Notch = Trapezoidal shape with bottom width 0·6 mand side slopes = 1 : 1

3. Draw the sectional plan of RCC overhead tank from the data givenbelow :

Size of water tank = 4500 mm × 4500 mm

Thickness of sidewalls = 200 mm

Columns’ size = 400 mm × 400 mm

Size of column footings = 1500 mm × 1500 mm

Size of brace beams = 300 mm × 300 mm

4. Draw the cross section of a water harvesting pit

PART-B

Answer any one question. Each question carries twenty four marks. 1x24=24 Marks

5. Draw the longitudinal section of a tank sluice with tower headto a scale of 1: 50.

(a) Tank bund :

Top width = 1·8 m

TBL = +163·500 m

MWL = +162·000

FTL = +161·300


Side slopes = 1½ : 1 on U/s and 2 : 1 on D/s

(b) Tower head :

Internal diameter = 1·2 m

Top of RCC slab over well = +162·50

Thickness of well staining = 450 mm from top to adepth of 2 m and 600 mm for the

remaining height

Opening = 600 mm dia opening is provided in the CCdiaphragm 75 mm thick for

allowing water into thebarrel.

Shutter = Wooden shutter 750 mm wide, 1500 mmdepth and 50 mm thick is provided for

regulating water

Foundation for well = 3·0 m dia and 600 mm thick

(c) Sluice barrel :

Internal dimensions = 750 mm wide × 1·0 m height

Roof for barrel = RCC roof slab 150 mm thick

Side walls of the barrel = 450 mm thick at top and600 mm thick at bottom with water

face vertical

CC foundation = 450 mm thick and 2550 mm wide islaid under barrel

(d) Lead chamber :

Length of wing walls = 1·8 m (horizontal distance)

Distance between wing walls inside to inside at thereceiving end = 2·0 m

Thickness of walls = 450 mm at top and 600 mm atbottom with water face vertical

Profile of wing walls = Wing walls start from +160·25

(top of barrel slab) at the entrance of the barrel andslopes down to the bed level +159·10.

The slope fromGL to bed level is 1½ : 1.

(e) Stilling cistern :

Internal dimensions : 3·0 m × 3·0 m

Side walls = All the side walls including the outer wallhaving an opening of 600 mm for

discharging waterinto field channel are 600 mm thick at bottom and450 mm thick at top,

having batter on rear side. Thesewalls are taken to canal bund level +160·75

(f) Canal particulars :

Bed width = 600 mm

Side slopes = 1:1 on water side and 1½:1 on rear sideup to GL


Width of canal bund = 900 mm

Canal bund level = +160·750

(g) Rough stone revetment :

(i) 450 mm rough stone revetment is provided on U/s over150 mm thick gravel backing

from bed level to TBL

(ii) Sides of canal are provided with 300 mm thick roughstone revetment over 150 mm

thick gravel backing for alength of 1·5 m. Bed pitching is also provided in thecanal to a

length of 1·20 m with 300 mm size roughstone and a toe is provided at its end and taken

to adepth of 600 mm below bed level of canal.

Width of toe = 300 mm

(h) General ground level at the site = +159·50

6. Draw the sectional elevation and plan of a square RCCoverhead tank with the following data to a scale

of 1: 50 :

Height of the tank (from GL to bottom of the tank, i.e., top

of floor slab or base slab) = 9·0 m

Size of tank = 5·0 m×5·0 m×1·75 m

Thickness of RCC side walls = 200 mm

Thickness of RCC base/floor slab = 200 mm

Thickness of RCC roof slab = 110 mm

Size of RCC column = 400 mm×400 mm

No. of RCC column = 4 no. (one at each corner)

Size of RCC brace beams = 400 mm×350 mm

Spacing of brace beams = 3·0 m c/c

Depth of RCC footing below ground level = 2·0 m

Size of footing at base = 1·6 m×1·6 m

Thickness of footing at column face = 500 mm

Thickness of footing at the end = 200 mm

Thickness of levelling course below the footing = 200 mm,(1: 4 : 8) plain concrete

Size of ring beam below base slab = 400 mm×450 mm

Dia. of inflow pipe = 100 mm

Dia. of outflow pipe = 75 mm

Size of manhole cover = 600 mm×450 mm

Show the pipe connections; ladder, water level indicator,ventilating arrangements etc.

Assume any other data suitably ifneeded.



Basic Knowledge of Hydraulics

Course outcomes

Upon completion of the course the learner shall be able to

CO1 Calculate the flow parameters like discharge, velocity etc of flow measuring devices

CO2 Determine flow rates,pressure variations, various losses for flow through pipes

CO3 Calculate the constants in open channel flow

CO4 Identify the component parts of Pumps & Turbines


LIST OF EXPERIMENTS:

I. Orifices, Mouthpieces, Notches and weirs Duration: 15 Periods(L:5 – P:10)

1. Determination of coefficient of discharge of a small orifice by constant head method

2. Determination of Cc of an orifice by finding Cv and Cd.

3. Determination of coefficient of discharge of a mouthpiece by constant head method

Course Title: Hydraulics Lab Course Code : 18C-407P





Pre requisites

Unit

No

Unit Name Periods

1 Orifices, Mouthpieces and Notches 15

2

Verification of Bernoulli’s theorem and study of Pipe flow

parameters

15

3 Open channel flow and Study of Fluid machines 15

Total 45

Course Contents

4. Determination of coefficient of discharge of a Rectangular and triangular notch.

5. Determination of coefficient of discharge of a trapezoidal notch

II .Verification of Bernoulli’s theorem and study of Pipe flow parameters

Duration: 15 Periods(L:5 – P:10)

6. Verification of Bernoulli's theorem.

7. Determination of coefficient of a discharge of a venture meter.

8. Determination of friction factor in pipe flow.

III. Open channel flow and Study of Fluid machines Duration: 15 Periods(L:5 – P:10)

9. Determination of Chezy’s constant in open channel flow.

10. Study of reciprocating pump

11. Study of centrifugal pump.

12. Study of turbines – Pelton Wheel

13. Study of turbines – Francis Turbine

14. Study of turbines – Kaplan Turbine

KEY Competencies to be achieved by the student

S.No Experiment Title Key Competency

1 Coefficient of discharge of small

Orifice by constant head.

Regulate the flow

Operate stop clock accurately

Draw graph between Q vsH1/2

3 Hydraulic coefficients of an orifice. Regulate flow.

Note co-ordinate values and measure volume

Operate stop clock accurately.

State the relation.

4 Coefficient of discharge of mouth

piece by constant head.

Regulate the flow.


graph between Q vs H1/2

5 Coefficient of discharge of rectangular

notch.

Note readings of head


Draw graph between Q vsH3/2

6 Coefficient of discharge of triangular

notch

Note readings of head Operate stop clock

accurately Draw graph between Q vsH5/2

7 Coefficient of discharge of trapezoidal Note readings of head Operate stop clock

notch accurately.

Compare the results of rectangular and

triangular notch.

8 Verify Bernoulli’s theorem Note readings of head at various locations

Plot hydraulic gradient line and total energy line

9 Coefficient of discharge of Venturimeter. Note readings of head Operate stop clock

accurately.

Draw graph between Q vs.H1/2

10 Friction factor in pipe flow. Note readings of head

Observe the significance of friction factor of

pipe flow.

11 Chezy’s constant Note readings of head.

Observe the significance in design of section of

open channel

1. Hydraulics Lab Manual by S.K.Likhi, NewAge International Pvt Ld

2. Laboratory Manual of Hydraulic and Hydraulic Machines by R.V.Raiker, Prentice

Hall India learning Pvt Ltd


Upon completion of the course the learner shall be able to

1.1 State the principle / law / apparatus / equipment required for testing for determination of Cd of

Orifices by constant head method

1.2 Perform test and record observations.

1.3 Draw inferences on the relationship between parameters.

Recommended Books



http://nptel.ac.in/

1.4 Draw a graph between Q vs H1/2

.


Mouthpieces





Rectangular Notches




.


Triangular Notches




.


Trapezoidal Notches

1.14 Perform test and record observations

1.15 Draw inferences comparing the result s with rectangular notch and triangular notch.

on the relationship between parameters.

2.1States the principle/law /apparatus/equipment required for verification of Bernouli’s Theorem

2.2Perform test and record observations.

2.3 State Inference and application.

2.4 Plot Hydraulic gradient line and Total energy line.

2.5 State the Aim /apparatus/equipment required to determine the Cd for flow through Venturimter


2.7 State Practical application.

2.8 Draw a graph between Q vs. H1/2

2.9 State the Aim /apparatus/equipment required to determine the friction factor in pipe flow.


2.11 State Importance of friction factor in pipe design.

3.1 State the Aim / apparatus / equipment required to determine the chezy’s coefficient in Open

channel flow.


3.3 State Importance in design of section of open channel.

3.4 Identify the component parts of a Reciprocating pump

3.5 State the functions of each component of Reciprocating pump

3.6 State field applications for Reciprocating pump

3.7 Identify the component parts of a centrifugal pump

3.8 State the functions of each component of centrifugal pump

3.9 State field applications for centrifugal pump

3.10 State field applications and compare with Reciprocating pump.

3.11 Identify the component parts of Pelton wheel, Francis or Kaplan turbines.

3.12 State function of each component

3.13 State field applications of Turbines

1. To carryout market survey for pipes of different sizes and materials available.

2. To visit & submit a report on nearby canal/irrigation structures/dam site to know the usage of

notches and weirs.

3. To visit & submit a report on nearby hydel power plant to know the type of turbine

installed and its setup.

4. Student is encouraged to attend the Tech fest/Srujana


6. Quiz

7. Group discussion

8. Surprise Test

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CO2 3 1 2 2 1 2,3,4,6,8

CO3 3 2 2 2 3 2 2,3,4,5,6,8

CO4 2 2 3 2 2 1 2,3,4,5,6,8





DCE IV semester



Course Name: HYDRAULICS LAB Max.Marks:20 Marks

Pick any one experiment from the given list 1x20=20Marks




4. Determination of coefficient of discharge of a Rectangular notch.

5. Determination of coefficient of discharge of a triangular notch




DCE IV semester

Mid Semester-IIExamination



Pick any one experiment from the given list 1x20=20M






DCE IV semester




Pick any one experiment from the given lot1x40=40M




4. Determination of coefficient of discharge of a Rectangular and triangular notch.

5. Determination of coefficient of discharge of a triangular notch





10. Determination of Chezy’s constant in open channel flow.



Basic knowledge of Theodolite surveying,Tacheometric surveying, working principles of Electronic

Theodolite, EDM, Total station and GPS.

Upon completion of the course, the student should be able to

CO1 Use Electronic Theodolite in the fields of Civil engineering survey

CO2 Use total station in the field of Civilengineering land survey.

CO3 Use GPS in the fields of civil engineering

CO4 Describe the Digitization the maps

Course Title: Modern Surveying Lab Course Code : 18C-408P





Pre requisites

Course Outcomes

Course Content

Unit

No

Unit Name Periods

1 Electronic Theodolite and Electronic Distance meter 15

2 Total Station 15

3 Global Positioning System and digitization of maps 15

Total 45

UNIT 1:

Electronic Theodolite and Electronic Distance meter Duration:15Periods(L:5.0-P:10.0)

Demonstration of Electronic Theodolite- parts and functions-instrument preparation and setting-

horizontal angle between two stations-vertical angle between two stations.- traversing with Electronic

theodolite.

Demonstration of Electronic Distance measurement instrument-parts and functions-instrument

preparation and setting-horizontal distance of a point from the instrument station by EDM

UNIT 2:

Total Station Duration:15Periods(L:5.0-P:10.0)

Demonstration of Total Station–parts and functions- adjustments of total station for taking

observations- measurement of Horizontal distance, slope distance, difference in Height between two

points-Elevation of a point- horizontal angle and distance between two stations- setting out right

angles at different points on a base line- setting out plan of a building on the ground- prolonging a

straight lineCalculation of area-earth work calculations

UNIT 3: Global Positioning System and digitization of maps Duration:15Periods(L:5.0-P:10.0)

Study of hand held G.P.S. – measurement of coordinates (latitude, longitude and Altitude) of given

point on the earth- selection and marking of routings (Way points) -navigation to any fixed point on

the earth- calculation of area-linking GPS data with total station

Demonstration of the following-AutoCAD map- raster to vector conversion-scanning- Digitization-

digitization of contour map from scanned picture- digitization of town map- showing the different

layers like roads, railways, water supply line, drainage line etc.


S.NO.

Experiment Title

Key Competency

1. Exercises on Electronic Theodolite Identify the parts of Electronic Theodolite

Place Electronic theodolite on tripod, checks batteries and switches

Set initial settings in Electronic theodolite

Centering of Electronic Theodolite

Measure horizontal angle/vertical angle

Course Contents

Conduct traverse survey

2 Exercises on Electronic distance meter

Identify the parts of Electronic distance meter

Places EDM on tripod, checks batteries and switches on EDM

Set initial values in EDM

Centering of EDM over a given point and sighting reflecting prism to measure distance

3 Field Exercises using Total

Station

Places total station on tripod, checks batteries and switches on total station

Centering of total station over a given point and sighting reflecting prism to measure distance

Measure area of given field

Conduct traversing survey (closed Traverse) and gets plotting

Finds Height and width of an elevated object

Finds the elevation of Instrument point by making observation to point with known elevation

Knows station setup on a known point by making observations to one or more back sight points

Establish the position of an occupied point relative to a base line or a boundary line

Establish points, Lines and Arcs on the ground

Locates Centre line of a building on the ground

Collects data for L.S and C.S of proposed road/canal/pipe line on the ground

Calculate the quantity of earth work

4 Global Positioning System

Determine the Co-ordinates (latitude, longitude and Altitude) of various points on the ground

Navigate to any fixed point on the earth using G.P.S

Selection and marking of route( Way points) using G.P.S

Calculate the area of a given land using G.P.S

Link the G.P.S data with Total Station

5 Demonstration of Digitization of

Maps

Understands software

Demonstrate Digitization of any given contour map.

Demonstratedigitization of given Town map and creating different layers for roads, railways, water supply lines and drainage lines etc.,

Reference Books

1. Course material on G.I.S., G.P.S. by NITTTR, Chennai.

2. Computer applications in Civil Engineering by NITTTR, Chennai.

3. Course material on Modern surveying instruments by NITTTR, Chennai.

4. Alfred Leick, "GPS satellite surveying", John Wiley & Sons Inc., 3rd

Edition, 2004.

5. Guocheng Xu, "GPSTheory, Algorithms and Applications", Springer

Berlin, 2003.

6. SatheeshGopi, R. SathishKumar, N. Madhu, “Advanced Surveying,

Total Station GPS and Remote Sensing" Pearson education , 2007


After the completion of the course, the student should be able to

1.1 Demonstrate Electronic Theodolite, list component parts of Electronic Theodolite and

their functions

1.2 Prepare and do the temporary settings for taking observations to Electronic Theodolite

1.3 Determine the horizontal angle between two stations

1.4 Determine the vertical angle between two stations

1.5 Traverse with Electronic theodolite.

1.6 Demonstrate of Electronic Distance meter

1.7 List component parts of Electronic Distance meter and their functions

1.8 Prepare and do the temporary settings for taking observations to EDM

1.9 Determine the horizontal distance of a point from the instrument station by EDM

2.1 Demonstrate of Total Station, list the component parts of Total Station and functions

2.2 Prepare and do the temporary settings for taking observations to Total Station



http://nptel.ac.in/

2.3 Determine the Horizontal distance from instrument station to any point using Total

Station

2.4 Determine the slope distance from instrument station to any point using Total Station

2.5 Determine the difference in Height between two points using Total Station

2.6 Determine the Elevation of a point using Total Station

2.7 Determine the horizontal angle and distance between two stations using Total Station

2.8 Set out right angles at different points on a base line using Total Station

2.9 Give Marking plan of a building on the ground using Total Station

2.10 Prolong a straight line using Total Station

2.11 Calculate of area of a given land using Total Station

2.12 Calculate the volume of earth work using Total Station

3.1 Identifies the parts and the functions of GPS

3.2 Determines the Co-ordinates (latitude, longitude and Altitude) of various points on

the ground

3.3 Navigate to any fixed point on the earth using G.P.S

3.4 Select and mark of routings( Way points) using G.P.S

3.5 Calculate the area of a given land using G.P.S

3.6 Link the G.P.S data with Total Station

3.7 Study the concept of digitization

3.8 Demonstrate digitization of any given contour map

3.9 Demonstrate digitization of given town map and create different layers for roads,

railways, water supply lines and drainage lines

1. Locate a permanent structure using GPS in your locality and prepare a map.

2. Prepare a topographical map by using total station.

3. To set out two parallel lines along both the sides of an obstacle by using total

station.

4. To find the distance between two inaccessible points by using total station.

5. Prepare a report on any one of the following; Arial survey, photogrammetric

survey, hydrographic survey, military survey and mine survey.



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CO2 1 3 3 3 3 1,2,3,4,8

CO3 3 3 3 3 3 2,3,4,8,10

CO4 2 2 2 2 2,3,4,8


MID SEMESTER-IModel Question paper

DCE IVSemester Examination

Course Code: 18C-408P Duration:1 hour

Course Name:Modern Surveying Lab Max.Marks:20 Marks

----------------------------------------------------------------------------------------------------------------


Pick and Answer any One of the following Questions from given list

Each question carries 20 Marks.

1. Determine the horizontal angle between two stations using electronic theodolite.

2. Determine the vertical angle between two stations using electronic theodolite.

3. Conduct traverse with Electronic theodolite.

4. Perform the temporary settings for taking observations to EDM

5. Determine the horizontal distance of a point from the instrument station by EDM


MID SEMESTER-IIModel Question paper

DCE IV Semester Examination


Course Name: Modern Surveying Lab Max.Marks:20 Marks

----------------------------------------------------------------------------------------------------------------


Pick and Answer any One of the following Questions from given list

Each question carries 20 Marks

1. Determine the Horizontal distance from Instrument station to any point using Total Station

2. Determine the slope distancefrom Instrument station to any pointusing Total Station

3. Determine the difference in Height between two pointsusing Total Station

4. Determine the Elevation of a pointusing Total Station

5. Determine the horizontal angle and distance between two stationsusing Total Station

6. Set out right angles at different points on a base lineusing Total Station

7. Give Marking plan of a building on the groundusing Total Station

8. Prolong a straight lineusing Total Station

9. Calculate of area of a given landusing Total Station

10. Calculate the volume of earth workusing Total Station


Semester End ExaminationModel Question paper

DCE IVSemester Examination


Course Name: Modern Surveying Lab Max.Marks:40 Marks

----------------------------------------------------------------------------------------------------------------


Pick and Answer any One of the following Questions from given list.


1. Perform Traversing with Electronic theodolite for the given stations.

2. Determine the horizontal distance of a point from the instrument station by EDM

3. Calculate of area of a given landusing Total Station

4. Give Marking plan of a building on the groundusing Total Station

5. Calculate the volume of earth workusing Total Station

6. Determine the Co-ordinates (latitude, longitude and Altitude) for various points on the

ground using G.P.S.

7. Navigate to given fixed point on the earth using G.P.S

8. Calculate the area of a given land using G.P.S

9. Perform the Digitization of any given contour map

10. Perform the Digitization of given town map and creating different layers for roads, railways,

water supply lines and drainage lines



Basic Knowledge on tools required for carpentry, bar bending, plastering, plumbing, electrical exercises

After completion of the course, the student shall be able to

CO1 Ability to explain about positioning of shuttering and fixing of form work in the field

CO2 Prepare the bar bending schedule for different conditions

CO3 Ability to explain plastering, distempering and plumbing process

CO4 Identify various electrical accessories, earthing method and wiring connections


.

Course Title: Civil Engineering Workshop Course Code : 18C-409P





Pre requisites

Course outcomes

Unit

No Unit Name Hours/Periods

1

Scaffolding and Formwork 6

Bar Bending of steel reinforcement 9

2

Plastering 3

Distempering 3

Plumbing exercises 9

3 Electrical Exercises 15

Total 45

UNIT 1:

a) Scaffolding and Formwork Duration:6 Periods(L:2-P:4)

Erection of Scaffolding Material - Position of Shuttering - Fixing of form work.

b) Bar Bending of steel reinforcement Duration:9 Periods(L:3-P:6)

Preparation of bar bending schedule - Bar bending with bar bending schedule - Method of bar bending for

Earthquake resistant structures - Field visit to automated bar bending

UNIT 2:

a) Plastering Duration:3Periods(L:1-P:2)

Preparation of plastering mix proportions - Plastering to walls

b) Distempering Duration:3 Periods(L:1-P:2)

Preparation of distempering - Application of Distempering

c) Plumbing exercises Duration:9 Periods(L:3-P:6)

Thread cutting on GI/PVC pipes - Assembling of pipe lines for toilet with two taps, shower and wash

basin - Fixing of floor traps, gully traps, water closet, drain pipes - Laying stoneware/PVC pipes and

construction of inspection chambers

UNIT 3:

Electrical Exercises Duration: 15 Periods(L:5 – P:10)

Identity various electrical accessories - Identify line, neutral and earth terminals in power sockets and

power plugs - Measure the AC voltage between line and neutral using DMM - Study of earthing and earth

pit - Connecting a fuse in the main circuit - Controlling the lamp using a switch - Controlling the fan with

a switch and regulator - Connect a i) 2-pin socket ii) 2-pin socket with switch control - Control one lamp

with 2 switches (Staircase wiring).

Course Contents


S. No Experiment Title Key Competency

1

Fixing of

scaffolding

Measuring lengths of props accurately

Fixing braces at required locations correctly to support

various other scaffolding members

Choosing suitable size of members to support load

coming over the scaffolding

Positioning of form

work

Adjusting the lengths of props correctly to support the

weight of RCC elements

Fixing up of various elements of form work firmly to

support the weight of RCC elements

2 Bar Bending of steel

reinforcement

Cutting of rods to the suitable lengths correctly

Maintaining the angle of cranking correctly

Maintaining required spacing of rods as per the design and

drawings provided

3 Plastering

Using appropriate Materials and tools

Selection of suitable Mix proportions

4 Distempering

Using appropriate Materials and tools

Application of distempering

5 Plumbing Exercises

Using appropriate tools

Selection of suitable pipe specials

Making connections to various sanitary installations

6 Electrical Exercises

Adopting suitable type of electrical fixtures for intended

usage

Using suitable material in required quantities for making

earthling for an electrical installation

1. Electrical estimation and costing

2. Basic Plumbing with illustrations by Howard C Massey Craftsman Book Co

3. Workshop Technology by B.S.Raghuwansh, Dhanpat Rai and sons,New Delhi

http://nptel.ac.in

After completion of the course, the student shall be able to

1.1 State various components of scaffolding

1.2 State precautions to be taken while erecting scaffolding

1.3 Explain the method of fixing various elements of scaffolding

1.4 State precautions to be taken to fix the various elements of scaffolding at required position.

1.5 Connect various elements of scaffolding.

1.6 Study various aspects of form work to be considered while fixing various elements

1.7 Explain the method of fixing of form work at required position for various elements of building

construction

1.8 Connect various elements of formwork.

1.9 Identify various tools used for bending of reinforcing bars.

1.10 Read the data required from bar bending schedule for bending of bars.

1.11 Mark the salient points of location of bending on the bars as per the bar bending schedule.

1.12 Bend the bars using the specified tools to the exact shape as per bar bending schedule as

specified in IS-2502(Code of practice for bending and fixing of bars for concrete reinforcement)

1.13 Prepare the grills as per the drawings of the structural elements using binders, stirrups, links

etc., appropriate to the element.

2.1 Understanding materials and tools involved in plastering

Reference Books

Suggested E- Learnings


http://nptel.ac.in/

2.2 Different types of plastering and their applications

2.3 Preparation of plastering mix proportions

2.4 Understanding materials and tools involved in distempering

2.5 Different types of distempering and their applications

2.6 Preparation and application of distempering to wall, doors and windows etc.

2.7 Identify the different pipe specials and state their functions

2.8 Practice thread cutting on PVC/GI pipes

2.9 Assemble the pipe line for toilet block with taps, showers and wash basins using specific

pipespecials.

2.10 Fix the floor trap, gully trap and water closet of a house to the drainage pipes.

3.1 Identity various electrical accessories, Wires and cables

i) Mains switch

ii) MCB

iii) Fuse

iv) Switches (SPST SPDT)

v) Rotary switch

vi) Push Button Switches

vii) Pin Sockets

viii) 3pin /Power sockets

3.2 Identify line, neutral and earth terminals in power sockets and power plugs by physical

observation and using Tester. Use of test lamp

3.3 Identify different wires and cables

3.4 Know the wire gauge

3.5 Specifications of electrical wires

i) VIR, PVC, TRS wires

ii) Flexible wires and cables

iii) Power cords.

3.6 Study of earthing and earth pit

3.7 Connect a fuse in the main circuit

3.8 Know the metals suitable for fuse wire

3.9 Selecting a correct fuse wire rating for a given electrical load

3.10 Connect a low current (3A) MCB in the circuit and testing

3.11 Control the lamp using a switch

3.12 Control the fan with a switch and regulator

3.13 Connect a i) 2-pin socket ii) 2-pin socket with switch control

3.14 Control one lamp with 2 switches (Staircase wiring)

3.15 Know Power consumption of various Appliances like

i) Tungsten Lamp

ii) CFL Lamp

iii) Fan.

iv) Fluorescent lamps (Tube Lights).

3.16 Estimate the total connected load

3.17 Electrical estimation and costing

1. Prepare a report on tools required, process of plastering and mortar mix prepartion for

Plastering.

2. Prepare a report on bar bending schedule for any residential building from structural

Drawing.

3. Make a presentation on tool required and function of each tool in bar bending process.

4. Visit local construction site and prepare a report on types and process of scaffolding

used.

5. Prepare a report on plumbing tools and their functions in plumbing process

6. Prepare a report on fixing of floor trap, gully trap and water closet of a house at near by

construction site.

7. Prepare a report on electrical accessories, Wires and cables.

8. Prepare a report on how the lights are controlled in nearby godown.

9. Prepare a report on house wiring of your house.



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CO1 3 2 3 2 1 2 1,2,3,4,8,9

CO2 3 2 3 3 2 2 1,2,3,4,8,9

CO3 2 3 3 3 3 1 2 1,2,3,4,8,9,10

CO4 1 3 3 3 3 1 1,2,3,4,8,9


MID SEM-I Examination


DCE IVSemester

Course Code: 18C-409P Duration:1 hour

Course Name:Civil Engineering Workshop Max.Marks:20 Marks

----------------------------------------------------------------------------------------------------------------


Pick and Answer any One of the following Questions from given lot.


1. Explain the method of fixing of form work at various elements of scaffolding.

2. Identity the various tools used for bending of reinforcing bars.

3. Bend the bars using specified tools to the exact shape as per the bending schedule.

4. Mark the salient points location of bending on the bars as per the bar bending schedule.


MID SEM-II Examination


DCEIV Semester


Course Name: Civil Engineering Workshop Max.Marks:20 Marks

----------------------------------------------------------------------------------------------------------------


Pick and Answer any One of the following Questions from given lot


1. Explain the preparation and application of distempering to wall, doors and windows.

2. Explain the preparation of plastering mix proportions.

3. Prepare the stirrups of the structural element with an approximate dimension.

4. Explain the various tools and materials with proportions involved in plastering.

5. Explain the various tools and materials involved in distempering.

6. Explain different types of distempers and their application


Semester End Examination Model Question paper

DCE IV Semester End Examination


Course Name: Civil Engineering Workshop Max.Marks:40 Marks

------------------------------------------------------------------------------------------------------------------------------------------


Pick and Answer any One of the following Questions from given lot.


1. Explain the method of fixing of form work at various elements of scaffolding.

2. Bend the bars using specified tools to the exact shape as per the bending schedule.

3. Mark the salient points location of bending on the bars as per the bar bending schedule.

4. Explain the preparation and application of distempering to wall, doors and windows.

5. Explain the preparation of plastering mix proportions.

6. Prepare the stirrups of the structural element with an approximate dimension.

7. Explain the various tools and materials with proportions involved in plastering.

8. Explain the various tools and materials involved in distempering.

9. Explain different types of distempers and their application

Advanced Communication Skills and Life Skills

Rationale:

This course is designed to impart writing skills and employability skills to the students of diploma

which will help them in obtaining and maintaining the employment.

Prerequisites:

This course requires the basic knowledge of vocabulary, grammar and four language learning skills,

viz. Listening, Speaking, Reading and Writing.

Course Outcomes:

Modules At the end of the course the students will have the ability to:

Presentation Skills

Prepare a presentation.

Use presentation aids effectively.

Develop public speaking skills.

Learn to make PowerPoint Presentations effectively.

Present a Paper using appropriate body language.

Writing Reports

Learn kinds of reports.

Learn the format of a report.

Organise ideas.

Develop essential vocabulary useful to write scientific and

technical reports.

Interview Skills

Learn the techniques to face an interview.

Learn the etiquette to communicate with employers.

Learn the dos and don’ts of an interview.

Learn the frequently asked questions in interviews.

Use appropriate body language.

Course Title Advanced Communication Skills and

Life Skills

Course Code 18 C-410 P

Semester IV Course Group Foundation

Teaching

Scheme in

Periods- L:T:P

15:0:30 Credits 1.5

Methodology Lecture + Practical Total Contact

Hours

45 Periods

(3 Periods per

Week)


Learn to face interviews telephonically.

Gain the confidence to face an interview by attending mock

interview.

Group Discussion

Learn the dos and don’ts of a Group Discussion.

Participate in a Group Discussion in a healthy manner.

Use effective non-verbal communication.

Use appropriate phrases and expressions useful in a group

discussion.

Workplace Awareness

Learn workplace etiquette.

Identify the knowledge, skills and attributes useful at

workplace.

Build strong workplace relationships.

Learn professional ethics.

Understand gender equality at the workplace

Develop a sense of responsibility towards the society.

Writing Skills Useful at Workplace

Learn various writing formats useful at workplace.

Develop an ability to apply technical information in

documentation.

Revise and edit written documents effectively.

Develop corresponding skills - learn the kinds of business

letters - the format of a business letter.

Learn effective e-mail writing skills.

Learn Business Memos.

Learn Notes and Narratives.

Learn Forms and Applications.

Prepare templates for different purposes.

Prepare an agenda of a meeting.

Prepare the minutes of a meeting.

Prepare Notices / Circulars for various purposes.

Prepare Press release.

CO-PO Matrix

Course Outcome Linked PO

CO 1 Making effective presentations R/U/A 1, 2, 3,4, 5,6,7,8,9,10

CO 2 Writing scientific and technical reports R/U/A 1,2,3,4, 5,6,7,8,9,10

CO 3 Learn to face oral and telephonic

interviews R/U/A 1,2,3,4, 7,9,

CO 4 Learn to face group discussion R/U/A 1,2,3,7,8,9

CO 5 Learn to write various formats useful

at workplace R/U/A 1,2,3,5,7,8,9,10

CO6 Learn workplace etiquette and ethics R/U/A 1,2,3,7,8,9,10

Course Contents:

I. Presentation Skills Duration: 6 periods

II. Writing Reports Duration: 9 periods

III. Interview Skills Duration: 9 periods

IV. Group Discussion Duration: 6 periods

V. Workplace Awareness Duration: 6 periods

VI. Writing Skills Useful at Workplace Duration: 9 periods


Paper Presentations

Seminars

Mock Interviews

Telephonic Interviews

Group Discussions

Role Plays

Creating advertisements

Five-minute activities

Creating a model of workplace

Evaluation Pattern:

I. Continuous Internal Examination: 60 Marks

a. Mid Sem - I 20 marks

Syllabus:

i. Presentation Skills

ii. Writing Reports

b. Mid – II: 20 Marks

Syllabus:

i. Interview Skills

ii. Group Discussion

c. Internal assessment: 20 marks

i. Seminars: 10 marks

ii. Assignments: 5 marks

iii. Lab record submission: 5 marks

II. Semester End Examination : 40 Marks

a. Write an essay on a given topic or participate in an activity: 15 Marks

b. Interview or Group Discussion: 15 Marks

c. Viva Voce 10 marks

References:

Adair, John. Effective Communication. London: Pan Macmillan Ltd., 2003.

Ajmani, J. C. Good English: Getting it Right. New Delhi: Rupa Publications, 2012.

Amos, Julie-Ann. Handling Tough Job Interviews. Mumbai: Jaico Publishing, 2004.

Collins, Patrick. Speak with Power and Confidence. New York: Sterling, 2009.

Fensterheim, Herbert and Jean Baer. Don't Say Yes When You Want To Say No. New York: D

Raman, Meenakshi & Sangeeta Sharma. Technical Communication: Principles and Practice.

Second Edition. New Delhi: Oxford University Press, 2011

E-Learning Resources:

http://www.dailywritingtips.com/

http://www.englishdaily626.com/c-errors.php

http://www.owlnet.rice.edu/~cainproj/

http://www.thehumorsource.com/

http://www.indiabix.com/group-discussion/topics-with-answers/

http://networketiquette.net/

https://public.wsu.edu/~brians/errors

http://www.bbc.co.uk/worldservice/learningenglish/radio/specials/15

http://www.dailywritingtips.com/

http://www.englishdaily626.com/c-errors.php

http://www.owlnet.rice.edu/~cainproj/

http://www.thehumorsource.com/

http://www.indiabix.com/group-discussion/topics-with-answers/

http://networketiquette.net/

https://public.wsu.edu/~brians/errors

http://www.bbc.co.uk/worldservice/learningenglish/radio/specials/15

BOARD DIPLOMA EXAMINATION (C-18)

FOURTH SEMESTER COMMON-410P

ADVANCED COMMUNICATION SKILLS AND LIFE SKILLS

MID SEM - I

Time : 1 Hour Total Marks: 20 Marks

Part – A 10 marks

Instruction: Answer any one of the following questions.

1. Write the guidelines for preparing a PowerPoint presentation.

2. How do you prepare yourself for presenting a technical paper?

3. Mention a few presentation aids and how do you use them effectively?

Part – B 10 marks


4. Write the format of a report and describe it.

5. Write a report on the accident you have seen recently.

6. Give the outline of a project report and describe it.


FOURTH SEMESTER COMMON-410P


MID SEM - II

Time : 1 Hour Total Marks: 20 Marks

Part – A 10 marks


1. What are the dos and don’ts for a formal interview?

2. What at least ten frequently asked questions in a formal interview?

3. How do you prepare for a telephonic interview?

Part – B 10 marks


4. What are the dos and don’ts of a group discussion?

5. Mention some phrases and expressions commonly used in a group discussion.

6. Write a short paragraph on the steps you take while participating in a group discussion.


FOURTH SEMESTER 18 COMMON-410P


SEMESTER END EXAM

Time : 3 Hours Total Marks: 40 Marks

Part – A 10 marks

Instruction: Pick any one question from the given lot.

1. Prepare the outline of a project report and describe it.

2. Write the guidelines for preparing the slides of a PowerPoint presentation.

3. Write the minutes of the meeting conducted at the Principal’s chamber to conduct the

annual day celebrations. Prepare the agenda of the annual day celebrations.

4. Describe the workplace etiquette.

5. Prepare a press note for the ‘Job Mela’ which is going to be conducted at your institute.

Part – B 15 marks

6. Interview / Group Discussion

Part – C 15 marks

7. Viva Voce

SKILL UPGRADATION ACTIVITIES

1. Visit nearby New layout under construction and collect details of

sewerage system and give presentation outlining the measures for

improvement.

2. Calculate the Maximum Bending moment in the beams and loads

transferred to each column of the famed structure in your class room and

write a report.

3. Make a visit to the construction site and study the requirement of labor for

a particular item of work and compare it with the SSR by doing Rate

analysis.

4. Prepare a detailed estimate for ongoing construction of hospital building

to be compared during execution and after completion of project.

5. Visit and submit a report on the usage of notches and weirs in a nearby

canal/irrigation structure/dam site.

6. Visit to nearby lakes or irrigation tanks, study its present status, suggest

restoration measures and prepare a report.

7. Visit nearby agricultural field where micro irrigation techniques are

implemented and prepare a report on water requirements of various crops

and increase in water use efficiency.

8. Visit a nearby power hydroelectric project and prepare a report on the

types of turbines used

9. Notice the pumps used in your college and hospital for various purposes

and prepare a report

10. Prepare a 3D model of various Irrigation structures such as Canal drop,

Surplus Weir in CAD software

Course Title: Skill Upgradation Course Code : ---



Type of Course : Practicals Total Contact Periods : 105Periods

11. Develop an action plan for construction of rain water harvesting structures

for ground water recharge in your institution.

12. Prepare a topographical map of the given area using Total Station and give

presentation.

13. Prepare a report on any one of the following.

1. Arial survey

2. Photogrammetric survey

3. Hydrographic survey,

4. Military survey

5. Mine survey.

14. Visit local construction site and prepare a detailed report on fixing of form

work to various elements of the building.

15. List out the methods to find complimentary function and explain to solve

a homogeneous Linear Differential equation.

16. List out the methods to find Particular integrals and explain the solution of

Non-homogeneous Linear Differential equations.

17. Write short notes on expansion of simple functions as a Fourier series.

18. Prepare a presentation on Laplace Transforms of simple functions.

19. Prepare a presentation on Inverse Laplace Transforms of simple functions.

20. List out different applications of Laplace Transforms.

21. Solve the Differential equation by applying Laplace Transformations.

Rubrics for Activity assessment (Mathematics)

CATEGORY 4 3 2 1

Mathematical Concepts

Explanation shows complete understanding of the mathematical concepts used to solve the problem(s).

Explanation shows substantial understanding of the mathematical concepts used to solve the problem(s).

Explanation shows some understanding of the mathematical concepts needed to solve the problem(s).

Explanation shows very limited understanding of the underlying concepts needed to solve the problem(s) OR is not written.

Procedures Typically, uses an efficient and effective procedure to solve the problem(s).

Typically, uses an effective procedure to solve the problem(s).

Sometimes uses an effective procedure to solve problems, but does not do it consistently.

Rarely uses an effective procedure to solve problems.

Explanation Explanation is detailed and clear.

Explanation is clear. Explanation is a little difficult to understand, but includes critical components.

Explanation is difficult to understand and is missing several components OR was not included.

Working with Others

Student was an engaged partner, listening to suggestions of others and working cooperatively throughout lesson.

Student was an engaged partner but had trouble listening to others and/or working cooperatively.

Student cooperated with others, but needed prompting to stay on-task.

Student did not work effectively with others.

Mathematical Errors

90-100% of the steps and solutions have no mathematical errors.

Almost all (85-89%) of the steps and solutions have no mathematical errors.

Most (75-84%) of the steps and solutions have no mathematical errors.

More than 75% of the steps and solutions have mathematical errors.

Note:

1.The above activities are indicative. The teacher may assign any

other activity relevant to the course based on resources available.

2. Rubrics for student activities can be generated by subject teacher

3. The above student activities will be assessed using rubrics. A

sample rubrics template is given below. The subject teacher can

assess students using rubrics with atleast four relevant aspects.

RUBRICS MODEL (For assessing Presentation skills)

Aspects Needs

improvement Satisfactory Good Exemplary

Collection

of data

Collects very

limited

information

Collect much

Information with

very

limited relevance

to the topic

Collects

some basic

information with

little bit of

irrelevance

Collects a

great deal of

information with

relevance

Presentation

of data

Clumsy

presentation of

data

Presents data

well; but

presentation

needs to be more

meaningful

Presents data

well but need to

improve clarity

Presents data in

an

understandable

yet concise

manner

Fulfill

team’s roles

& duties

Performs very

little duties but

Unreliable.

Performs very

little duties and

is inactive

Performs

nearly all

duties

Performs all

duties of

assigned

team roles

Shares

work

equally

Rarely does

the assigned

work; often

needs

reminding

Usually does

the assigned

work; rarely

needs

reminding

Normally

does the

assigned

work

Always does

the assigned

work without

having to be

reminded

Interaction

with

other team

mates

Usually does

most of the

talking; rarely

allows others

to speak

Talks good;

but never

show interest

in listening to

others

Listens, but

sometimes

talks too

much

Listens and

speaks a fair

amount

Audibility and

clarity in

speech

Hardly audible

and unclear

Very little

audibility and

clarity

Audible most of

the time with

clarity

Audible and

clear

Understanding

content

Lacks content

understanding

and is clearly a

work in progress

Little depth of

content

understanding

Some depth of

content

understanding is

evident but needs

improvement

Insight and

depth of content

understanding

are evident

Content

Presentation

Content is

inaccurate and

information is

not presented in

a logical order

making it

difficult to

follow

Content is

accurate and

information is

not presented in

a logical order

making it

difficult to

follow

Content is

accurate but

some information

is not presented

in a logical order

but is still

generally easy to

follow

Content is

accurate and

information is

presented in a

logical order

Suggested additional aspects for assessing Leadership Qualities:

1. Carrying self

2. Punctuality

3. Team work abilities

4. Moral values

5. Communication skills

6. Ensures the work is done in time

Suggested additional aspects for assessing “Participation in social task”

1 Interested to know the current situation of society.

2 Shows interest to participate in given social task.

3 Reliable

4 Helping nature

5 Inter personal skills

6 Ensures task is completed

Suggested additional aspects for assessing “Participation in Technical task”

1. Updated to new technologies

2. Identifies problems in society that can be solved using technology

3. Interested to participate in finding possible technical solutions to

identified project

4. Reliable

5. Interpersonal skills

Suggested additional aspects for Carrying Self:

1 Stand or sit straight.

2 Keep your head level.

3 Relax your shoulders.

4 Spread your weight evenly on both legs.

5 If sitting, keep your elbows on the arms of your chair, rather than tightly

against your sides.

6 Make appropriate eye contact while communicating.

7 Lower the pitch of your voice.

8 Speak more clearly.

ii semester -...

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