DEPARTMENT OF CIVIL ENGINEERINGShri Madhwa Vadiraja Institute of Technology and Management

(A Unit of Shri Sode Vadiraja Mutt Education Trust®, Udupi)Vishwothama Nagar, Bantakal – 574 115, Udupi District, Karnataka, INDIA

COMPLETE COURSE FILE (AY – 2015-16)

Course Title Structural Analysis II

Sl. No. Particulars Content Page No.

1 Course Details

1.1 Primary Information

1.2 Course Content

1.3 Text Books

1.4 Reference Books

2 Course Plan

2.1 Course Learning Objectives (CLO’s)

2.2 Course Outcomes (CO’s)

2.3 Validation of Course outcomes

2.4 Mapping of Cos with POs

3 Assessment tools and data 3.1 Definition of assessment tools

3.2 Assessment data

4 Attainment of Course Outcomes

4.1 Measurement of CO attainment

4.2 Remarks

1. Course Details

1.1 Primary Information

Subject Name : Structural Analysis II

Subject Code : 10 CV 53

Teaching Department : Civil Engineering

Teaching Hours/Week : 04/00(Theory/ Practical)

Internal Assessment(Min/Max)

: 00/25

Semester Examination(Min/Max)

: 35/100

Total Marks (Min/Max) : 50/125

Total Hours : 52

Pre-requisite : Basic Mathematics, Mechanics, Som

Faculty Representative : Santhosh Kumar D

Course Coordinator : Santhosh Kumar D

1

1.2 Couse Content (Syllabus)

Topic Title Topics to be coveredTopic Level Outcomes (TLO’s)

DurationAt the end of the topic the student should be able to

1. Slope deflection method

Introduction, Sign convention, Development of slope-deflection equations Analysis of Beams and Orthogonal Rigid

jointed plane frames (non-sway) with kinematic redundancy less than/equal to three. (Members to be axially rigid)

1. Derive slope-deflection equations for the case beam with unyielding

supports.

2. Differentiate between force method and displacement method of

analyses.

3. Analyze continuous beam using slope-deflection method.

4. Analyze rigid jointed plane frames using slope-deflection method.

08 hours

2. Moment distribution method

Introduction, Definition of terms-Distribution factor, Carry over factor, Development of method.

Analysis of beams and orthogonal rigid jointed plane frames (nonsway) with kinematic redundancy less than/equal to three.

(Members to be axially rigid)

1. Calculate stiffness factors and distribution factors for various

members in a continuous beam.

2. Define unbalanced moment at a rigid joint. Compute distribution

moment and carry-over moment.

3. Derive expressions for distribution moment, carry-over moments.

4. Analyse continuous beam by the moment-distribution method.

5. Analyze rigid jointed plane frames by the moment-distribution

method.

08 hours

3. Sway analysis

Analysis of rigid jointed plane frames (sway, members assumed to be axially rigid and kinematic redundancy ≤3) by slope deflection and moment distribution methods.

1. Analyze plane frames undergoing sidesway by slope deflection

method.

2. Analyse plane frames undergoing sidesway by the moment-

distribution method.

04 hours

2

4. Kanis methods

Introduction, Basic Concept Analysis of Continuous beams and Analysis of rigid jointed non-sway plane

frames.

1. Derive basic equations

2. Calculate stiffness factors and rotation factors for various members

in a continuous beam.

3. Analyze continuous beam & analyze rigid jointed plane frames by the

Kani’s method.

06 hours

5. Basic principles of dynamics

Basic principles of Vibrations and causes, periodic and aperiodic motion, harmonic and non-harmonic motion, Period and frequency, Forced and Free Vibration, Damping

Equations of Single Degree of Freedom System with and without damping

1. Define types of vibrations & causes

2. Identify different patterns (periodic/aperiodic, harmonic..,etc.)

3. Define forced & free vibration

4. Solve different problems on SDOF

07 hours

6. Flexibility matrix method of analysis

Introduction Development of flexibility matrix for plane

truss element and axially rigid plane framed structural elements

Analysis of plane truss and axially rigid plane frames by flexibility method with static indeterminacy

1. Able to analyze statically indeterminate structure of degree one.

2. Able to solve the problem by either treating reaction or moment as

redundant.

3. Able to draw shear force and bending moment diagram for statically

indeterminate beams.

4. Able to state advantages and limitations of force method of analysis.

06 hours

7. Stiffness matrix method of analysis

Introduction, Development of stiffness matrix for plane

truss element and axially rigid plane framed structural elements.

Analysis of plane truss and axially rigid plane frames by stiffness method with kinematic

Indeterminacy ≤3.

1. Able to analyze statically indeterminate structure of degree one.

2. Able to solve the problem by either treating reaction or moment as

redundant.

3. Able to draw shear force and bending moment diagram for statically

indeterminate beams.

1. Understand the moving load effect in simpler term

08 hours

3

8. Rolling load and influence lines

Rolling load analysis for simply supported beams for several point loads and UDL.

Influence line diagram for reaction, SF and BM at a given section for the cases mentioned above

2. Study various definitions of influence line

3. Introduce to simple procedures for construction of influence lines

4. How to draw qualitative influence lines?

5. Understand the behavior of the beam under rolling loads 06 hours

1.3 Text Books

Nil

1.4 Reference Books

1. Basic Structural Analysis- Reddy C.S. - Second Edition, Tata McGraw Hill Publication Company Ltd.2. Theory of Structures Vol. 2 - S.P. Gupta, G.S. Pandit and R.Gupta, Tata McGraw Hill Publication Company Ltd.3. Structural Dynamics- M.Mukhopadhyay4. Structural Analysis-II -S. S. Bhavikatti – Vikas Publishers, New Delhi.5. Basics of Structural Dynamics and Aseismic Design - Damodhar Swamy and Kavita PHI Learning Private Limited6. Structural Analysis- D.S. Prakash Rao,, A Unified Approach,University Press7. Structural Analysis, 4th SI Edition by Amit Prasanth & Aslam Kassimali, Thomson Learning.

4

2. Course Plan

4.1 Course Learning Objectives (CLOs)

1. To develop an understanding of various types of structures and their built to facilitate the

performance of various activities connected with residence, transportation, storage, healthcare

etc. in the field of civil engineering.

2. To develop an understanding of the behavior of structure under serviceability load.

3. To understand the mechanics of the material behavior of different types of structures.

4. To make student aware of various procedure of analysis like Slope deflection method, Moment

distribution method, Kanis methods etc. for statically indeterminate structures.

5. To develop good technical reporting and data presentation skills.

4.2 Course Outcomes (Cos)

At the end of the course the student will be able to

1. Understand the significance of the basic mechanical properties of structural materials.

2. Understand how to represent real structures by idealized structural systems.

3. Understand the deformations of structures under loading and be able to apply various methods to

determine the deformations.

4. Develop the ability to identify respone of structures subjected to loading.

5. Solve statically indeterminate structures using classical methods.

6. Familiarize with professional and ethical issues and the importance of lifelong learning in structural

engineering.

4.3 Validation of Course Outcomes

Course Outcome POs level Cognitive Level

CO1Understand the significance of the basic mechanical

properties of structural materials.Understanding

(Level 2)

CO2Understand how to represent real structures by

idealized structural systems.

Understanding(Level 2)

CO3

Understand the deformations of structures under

loading and be able to apply various methods to

determine the deformations.

Understanding(Level 2)

5

CO4Develop the ability to identify response of structures

subjected to loading

Applying (Level 3)

CO5Solve statically indeterminate structures using classical

methodsApplying (Level 3)

CO6Familiarize with professional and ethical issues and the

importance of lifelong learning in structural engineering.Applying (Level 3)

Note: 1. Cognitive levels 1 to 6 as per Bloom’s revised Taxonomy (2000)2. POs –level

4.4 Mapping of Cos with POs

PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12 PO13

CO1 √CO2

CO3

CO4

1.0 Assessment tools and data

1.1 Assessment Tools

The assessment tools to be used for CAY are,1. Internal Assessment tests2. Assignments3. Quizzes

6

1. First Internal Assessment

Internal Assessment date: 01 September 2015

Q. No.

QuestionsExpected outcome

Cognitive level

MarksTLO

Measured

1 Analyze the continuous beam ABCD by slope deflection method and then draw bending moment diagram. Take EI constant.

Refe

r App

endi

x –

I(IA

Sch

eme

& S

oluti

ons)

Appl

ying

12.51.3

2

Analyze the simple frame shown in figure. End A is fixed and ends C & D are hinged.

Appl

ying

12.5 1.4

3

Analyze the Continuous beam using Slope-deflection method. Ends A & C fixed. Draw SFD & BMD

Appl

ying

12.5 1.3

7

1.2 Assessment Data

First Internal Marks

SL.NO USN NAME Q. No. 1 2 3

Max Marks 12.5 12.5 12.5

1 4MW12CV010 ANIRUDHA 10 NA 05

2 4MW13CV001 ABHINANDAN M SHETTY 12 NA 3

3 4MW13CV002 ABHISHEK A 7 04 NA

4 4MW13CV003 ADITHYA S SHETTY 12 06 NA

5 4MW13CV004 ADITHYA SAMANTH 12 NA 03

6 4MW13CV005 AMOGH SHETTY 12 NA 11

7 4MW13CV006 APTHA M HEGDE 12 10 NA

8 4MW13CV007 ARAVIND K V 05 02 NA

9 4MW13CV010 BHUVANAMITRA A 12 3 NA

10 4MW13CV011 DHIRAJ 12 3 NA

11 4MW13CV012 GAYATHRI GOPAL JATHAN 12.5 NA 12.5

12 4MW13CV013 GEETHA 12.5 NA 12.5

13 4MW13CV014 GIRISH KUMAR G R 12.5 12.5 NA

8

14 4MW13CV015 HARSHITH JOSHI 12 NA 05

15 4MW13CV016 KARTHIK P 11 03 NA

16 4MW13CV017 KODAVOOR SOWRABHA 08 4 NA

17 4MW13CV018 KUNDER AKASH VINOD 05 03 NA

18 4MW13CV019 LOYNEL SAM D SILVA 12 04 NA

19 4MW13CV020 MADHAV HANDE 12 04 NA

20 4MW13CV021 MADHUMITHA SHETTY 12 03 NA

21 4MW13CV022 MOHAMMED RIZWAN 07 06 NA

22 4MW13CV023 MOHAMMED ZAHID FAZAL K 10 NA 06

23 4MW13CV025 NICOLE PINTO 12.5 NA 12.5

24 4MW13CV026 PAVAN NAYAK 04 01 NA

25 4MW13CV028 PRAKASH 12 12 NA

26 4MW13CV029 PREETHAM KUMAR 12 07 NA

27 4MW13CV030 RANJITHA G 12.5 NA 12.5

28 4MW13CV031 RAYAPPA 12 04 NA

29 4MW13CV033 REVANTH M 12 07 NA

30 4MW13CV034 ROHAN B POOJARY 10 NA 05

31 4MW13CV035 SACHIN ANANTH NAIK 12.5 3.5 12.5

32 4MW13CV036 SACHIN HATRIN DIAS 10 04 NA

9

33 4MW13CV037 SAHITHYA S SHETTY 12.5 12.5 NA

34 4MW13CV039 SAMANI ASHWITH SADANAND 05 02 NA

35 4MW13CV040 SHARATHA KUMARA 06 02 NA

36 4MW13CV041 SHRAVANA 12 NA 07

37 4MW13CV042 SRI RAKSHA V 12.5 12.5 NA

38 4MW13CV043 SRIPATHI ACHARYA 12 05 NA

39 4MW13CV044 SUJAN S M 10 03 NA

40 4MW13CV045 SUNETHRA A K 10 03 NA

41 4MW13CV046 TIBIN BABY 12.5 12.5 NA

42 4MW13CV047 VARUN V SHETTY 12 12 NA

43 4MW13CV048 VIJAY KUMAR 10 03 NA

44 4MW13CV049 VIKAS RAO N 12 04 NA

45 4MW13CV050 VIKAS UDUPA 12 08 NA

46 4MW13CV051 VISHWAS K 06 06 NA

47 4MW14CV400 AKSHAY 10 04 NA

48 4MW14CV401 AKSHITH D SHETTY 2.5 2.5 NA

49 4MW14CV402 ANILKUMAR DHANG 10 05 NA

50 4MW14CV403 CHAITHRA NA 4 NA

51 4MW14CV404 FAIZAL 3.5 4 NA

10

52 4MW14CV405 GAUTHAM 4 3 NA

53 4MW14CV406 LAXMI M BYALYAL 1 NA NA

54 4MW14CV407 MOHANNAIK M 06 06 NA

55 4MW14CV408 MUDAKANNA 10 04 NA

56 4MW14CV409 MUTTURAJ DEVARAGUDI 2.5 2.5 NA

57 4MW14CV410 PRADEEP K M 10 05 NA

58 4MW14CV411 PRAVEEN 06 06 NA

59 4MW14CV412 PUNEETH KUMAR N NA 06 06

60 4MW14CV413 SACHIN S SUVARNA NA 10 04

61 4MW14CV414 SANDESHA NAYAK NA 2.5 2.5

62 4MW14CV415 SNEHA NAREGAL NA 10 05

63 4MW14CV417 SUBRAMANYA P NA 06 06

64 4MW14CV418 SUNIL NA 10 04

65 4MW14CV419 SUSHMA TORASKAR 06 06 NA

66 4MW14CV420 SWATHI S 10 04 NA

67 4MW14CV421 THIPPESWAMY JAVALI 2.5 2.5 NA

68 4MW14CV422 UMESH MADIWALAR 10 05 NA

69 4MW14CV423 VINAYAKA H N 06 06 NA

70 4MW12CV014 DHEERAJ S 10 04 NA

11

71 4MW12CV021 KHATEEB ARMAN 06 06 NA

72 4MW12CV001 ABDUL ZABBAR 10 04 NA

73 4MW12CV421 YUVARAJ JAVALLI 10 03 NA

Total Marks 622.5 322.5 135

Average Marks 9.43 5.37 7.10

Average Marks (Percentage) 75.40 42.96 56.21

TLO's measured for the question 1.3 1.4 1.3

12

II. Assignments

Q. No.

QuestionsCognitive

levelTLO

MeasuredDate of

Submission

1

Derive the slope-deflection equations for a continuous beam

Und

erst

andi

ng

1.1

28 A

ugus

t 201

5

2

Analyze the continuous beam ABCD by slope deflection method and then draw bending moment diagram. Take EI constant.

Appl

ying

1.3

Assessment DataAssignments

SL.NO USN NAME

Marks ScoredAssignment

No1 2 3

No of Questions

2

Max Marks 5

1 4MW12CV010 ANIRUDHA 3

2 4MW13CV001 ABHINANDAN M SHETTY 3

3 4MW13CV002 ABHISHEK A 3

4 4MW13CV003 ADITHYA S SHETTY 3

5 4MW13CV004 ADITHYA SAMANTH 3

6 4MW13CV005 AMOGH SHETTY 3

7 4MW13CV006 APTHA M HEGDE 3

8 4MW13CV007 ARAVIND K V 3

9 4MW13CV010 BHUVANAMITRA A 3

10 4MW13CV011 DHIRAJ 3

11 4MW13CV012 GAYATHRI GOPAL JATHAN 3

12 4MW13CV013 GEETHA 3

13 4MW13CV014 GIRISH KUMAR G R 3

13

14 4MW13CV015 HARSHITH JOSHI 3

15 4MW13CV016 KARTHIK P 3

16 4MW13CV017 KODAVOOR SOWRABHA 3

17 4MW13CV018 KUNDER AKASH VINOD 3

18 4MW13CV019 LOYNEL SAM D SILVA 3

19 4MW13CV020 MADHAV HANDE 3

20 4MW13CV021 MADHUMITHA SHETTY 3

21 4MW13CV022 MOHAMMED RIZWAN 3

22 4MW13CV023 MOHAMMED ZAHID FAZAL K 3

23 4MW13CV025 NICOLE PINTO 3

24 4MW13CV026 PAVAN NAYAK 3

25 4MW13CV028 PRAKASH 3

26 4MW13CV029 PREETHAM KUMAR 3

27 4MW13CV030 RANJITHA G 3

28 4MW13CV031 RAYAPPA 3

29 4MW13CV033 REVANTH M 3

30 4MW13CV034 ROHAN B POOJARY 3

31 4MW13CV035 SACHIN ANANTH NAIK 3

32 4MW13CV036 SACHIN HATRIN DIAS 3

33 4MW13CV037 SAHITHYA S SHETTY 3

34 4MW13CV039 SAMANI ASHWITH SADANAND 3

35 4MW13CV040 SHARATHA KUMARA 3

36 4MW13CV041 SHRAVANA 3

37 4MW13CV042 SRI RAKSHA V 3

38 4MW13CV043 SRIPATHI ACHARYA 3

39 4MW13CV044 SUJAN S M 3

40 4MW13CV045 SUNETHRA A K 3

41 4MW13CV046 TIBIN BABY 3

42 4MW13CV047 VARUN V SHETTY 3

14

43 4MW13CV048 VIJAY KUMAR 3

44 4MW13CV049 VIKAS RAO N 3

45 4MW13CV050 VIKAS UDUPA 3

46 4MW13CV051 VISHWAS K 3

47 4MW14CV400 AKSHAY NA

48 4MW14CV401 AKSHITH D SHETTY 3

49 4MW14CV402 ANILKUMAR DHANG 3

50 4MW14CV403 CHAITHRA 3

51 4MW14CV404 FAIZAL 3

52 4MW14CV405 GAUTHAM 3

53 4MW14CV406 LAXMI M BYALYAL 3

54 4MW14CV407 MOHANNAIK M 3

55 4MW14CV408 MUDAKANNA 3

56 4MW14CV409 MUTTURAJ DEVARAGUDI 3

57 4MW14CV410 PRADEEP K M 3

58 4MW14CV411 PRAVEEN 3

59 4MW14CV412 PUNEETH KUMAR N 3

60 4MW14CV413 SACHIN S SUVARNA 3

61 4MW14CV414 SANDESHA NAYAK 3

62 4MW14CV415 SNEHA NAREGAL 3

63 4MW14CV417 SUBRAMANYA P 3

64 4MW14CV418 SUNIL 3

65 4MW14CV419 SUSHMA TORASKAR 3

66 4MW14CV420 SWATHI S 3

67 4MW14CV421 THIPPESWAMY JAVALI 3

68 4MW14CV422 UMESH MADIWALAR 3

69 4MW14CV423 VINAYAKA H N 3

70 4MW12CV014 DHEERAJ S 3

15

71 4MW12CV021 KHATEEB ARMAN 3

72 4MW12CV001 ABDUL ZABBAR 3

73 4MW12CV421 YUVARAJ JAVALLI 3

Total Marks 216

Average Marks 3.00

Average Marks (Percentage) 60.00

TLO's measured for the question 1.11.3

16