sviet.ac.insviet.ac.in/handbook/STUDENT HAND BOOK 4th sem-civil.docx · Web viewExplain influence line diagram? What are rolling loads? Explain Influence line for bar force in trusses

STUDENT HAND BOOK

BACHELOR OF TECHNOLOGY

SEMESTER-4th

STUDY SCHEME-2016 onwards

SWAMI VIVEKANAND COLLEGE OF ENGINEERING & TECHNOLOGY, BANUR.

DEPARTMENT OF CIVIL ENGINEERING

SWAMI VIVEKANAND COLLEGE OF ENGINEERING & TECHNOLOGY, BANUR

DEPARTMENT OF CIVIL ENGINEERINGPage2


STUDY SCHEME

SEMESTER 4thContact

HrsMarks

Credit

sSubject

CodeSubject Name L T P Int. Ext.

Tota

l

BCIE1-409 Design of Concrete Structures-I 5 1 0 40 60 100 4

BCIE1-410 Structural Analysis-I 5 1 0 40 60 100 4

BCIE1-411 Surveying 5 1 0 40 60 100 4

BCIE1-412 Environmental Engineering-I 5 1 0 40 60 100 4

BCIE1-413 Construction Project Management 5 0 0 40 60 100 3

BHUM0-

F92Soft Skills-II 0

02 60 40

1001

BCIE1-414 Structural Analysis Lab. 0 0 2 60 40 100 1

BCIE1-415 Surveying Lab. 0 0 2 60 40 100 1

BCIE1-416 Concrete Technology Lab. 0 0 2 60 40 100 1

Total 15 4 8 440 460 900 23

Author By:

Dr. Sandeep Sharma (Principal)

Er. Navjot Inder Singh (HOD)



DEPARTMENT OF CIVIL ENGINEERING

Department TeachersS.

No. Name of Teacher Contact no. Email-id

1. Dr. Sandeep Sharma (Principal) 9855013524 [email protected]. Er. Navjot Inder Singh (HOD) 9780909343 [email protected]

3. Er. Bhawana Bhatt (A.P) 8630618986 [email protected]

4. Er. Arpan Chabba (A.P) 8360805988 [email protected]

5. Er. Harish Sharma (A.P) 9518063817 [email protected]. Er. Trandeep Singh (A.P) 7015864454 [email protected]. Er. Tajamul Saqib (A.P) 9906680806 [email protected]. Er. Aqib Ayoub Lone (A.P) 7006718402 [email protected]

9. Er. Sameer Malhotra (A.P) 9736573049 [email protected]

10. Pankaj Kumar (Lab Technician) 9646993916 [email protected]

Subject Teachers 4th SemesterS.

No. Name of Subject Subject code Subject Teachers name

1 Design of Concrete Structures-I BCIE1-409 Er. Tarandeep Singh

2 Structural Analysis-I BCIE1-410 Er. Tajamul Saqib3 Surveying BCIE1-411 Er. Arpan Chabba

4 Environmental Engineering-I BCIE1-412 Er. Aqib Ayoub Lone/ Er. Tarandeep Singh

5 Construction Project Management

BCIE1-413 Er. Bhawana Bhatt

6 Soft Skills-II BHUM0-F92 Mr. Tarun Banerjee

7 Structural Analysis Lab. BCIE1-414 Er. Aqib Ayoub Lone/ Er. Tajamul Saqib

8 Surveying Lab. BCIE1-415 Er. Harish Sharma/ Er. Sameer Malhotra

9 Concrete Technology Lab. BCIE1-416 Er. Sameer Malhotra



.

To whom to contactS. No Designation Contact Email ID

1. Principal 7837300487 [email protected]

2. HOD 9780909343 [email protected]

3. Hostel warden 6280553594 [email protected]

4. Transport In-In-charge 9988071324 [email protected]

5. Student Section 9914254488 [email protected]

6. Admission Cell 9465233333 [email protected]

7. Accounts 7837300469 [email protected]

Important Links to follow:

Website Links Purpose

http://www.mrsptu.ac.in/ University Related Information

http://www.mrsstuexam.com/ Examination Related Information

http://sviet.ac.in/ College Website

http://nptel.ac.in/ Study Material Related

http://www.allsubjects4you.com/ Old Question Papers Related



DESIGN OF CONCRETE STRUCTURE-I

Subject Code: BCIE1-409 Contact Hrs. 45 L T P C3 1 0 4

Note: 1. IS 456, Indian Standard. Plain and Reinforced Concrete -Code of practice is permitted in examination.2. Examiner requested to provide requisite data for Mix Design Problems; if any.

Unit-ICONCRETE MIX DESIGN: Introduction, Selection of mix proportions, Durability of concrete, Quality Control of concrete, Introduction of various mix proportion methods, Proportioning of concrete mixes by BIS method of mix design.

Unit-IIRCC Design Philosophies: Introduction, Objectives & methods of analysis & Design, Properties of Concrete and Steel. Philosophies of Working Stress Methods (WSM) & Limit State Method (LSM) in RCC design. Shear, Torsion & Bond (Only Theory/Concept): Types of shear & torsion, importance in RCC Design Structures, IS Provisions for Shear & Torsion, Bond-types of bonds, Anchorage Bond, Development length & its determination.

Unit-IIIRCC Beams: Types of beams, Behaviour in Flexure-Singly reinforced beam, Doubly reinforced beam, Flanged beam, Cantilever beam, Neutral Axis, Neutral Axis Depth, Moment of Resistance, Design of beams- Singly reinforced beam, Doubly reinforced beam, Flanged beam, Cantilever beam. RCC Slabs: Types of slab systems, Guidelines for Design, Design of One Way and Two Way Slab.

Unit-IVCOLUMNS: Classifications (According to Shape, Length and Loading Conditions), Assumptions, Behaviour and Design of Axially Loaded Columns.

Recommended Books 1. M.S. Shetty, ‘Concrete Technology’, S. Chand & Co. 2. A.M. Neville, ‘Properties of Concrete’, Prentice Hall. 3. M.L. Gambhir, ’Concrete Technology’, Tata McGraw Hill Publishers, New Delhi. 4. Pillai & Menon, ‘Reinforced Concrete Design’, Tata McGraw Hill Education. 5. N. Krishna Raju, ‘Advanced Design of Structures’.



ASSIGNMENTSAssignment No.1

Q1 Explain different method of designing R.C.C Structure.Q2 What is nominal mix concrete? Explain various steps of mix design.Q3 Explain various types of cements.Assignment No.2Q1 What is difference between working stress and limit state method of design?Q2 Define the following terms:

a) Limit state b)Characteristic loadc) Characteristic strength d) Design valuese) Partial safety factors f) factored load

Q3 Explain the line “Limit state method is more rational than working strees method”.Assignment No.3Q1 State the assumptions of limit state of collapse (flexure).Q2Explain the stress-strain relationship for concrete and steel used in limit state method of design.Q3 Differentiate between balanced, under- reinforced and over-reinforced section.Assignment No.4Q1What are the condition in which we design a doubly reinforced beam?Q2 Enumerate the steps of design of a doubly reinforced beam.Q3Find the area of steel reinforcement require for a beam 300mm X 600mm subjected to a factored bending moment of 320k Nm. use M20 concrete and Fe 415 steel . Take d’ =40mm.Assignment No.5

Q1Explain the difference between one way and two way slab.Q2What is a continuous slab? How do you design continuous slab by IS code method?Q3Explain briefly the IS code method of designing the two way slab.



STRUCTURAL ANALYSIS-I

Subject Code: BCIE1-410 Contact Hrs. 45 L T P C3 1 0 4

Unit-IDeflection of Beams: Review of Double Integration Method and Macaulay's Method, Moment Area Method, Conjugate Beam Method, Unit Load Method, Energy Methods, Maxwell’s reciprocal theorem. Thin Cylinders and Spheres: Introduction, stresses and strains in thin cylinders and spherical shell, volumetric change, wire wound thin cylinders, thin vessels subjected to internal pressure.

Unit-IIAnalysis of Determinate Trusses: Introduction, determination of forces in member of trusses by method of joints, method of sections, Tension Coefficient Method, Deflection of Joints of plane frames by Castiglioni’s first theorem and unit load method, Effect of Lack of Fit & Temperature Change. Analysis of Dams, Chimneys and Retaining Walls: Introduction, limit of eccentricity for no tension in the section, core of the section, middle third rule, wind pressure on chimneys.

Unit-IIISimple Cable & Arch Structures: Introduction, shape of a loaded cable, cable carrying point loads and UDL, cables with ends at different level, cable subjected to temperature stresses, Analysis of Cables, Analysis of three hinged (Parabolic and Circular) Arches for Horizontal Thrust, Bending Moment, Normal Thrust, and Radial Shear. Suspension Bridges: Introduction, Analysis of suspension bridges with two hinged and three hinged stiffening girders, Temperature Stresses in Three Hinged and Two Hinged Stiffening Girders.

Unit-IVRolling Loads: Introduction to rolling loads and influence lines, Determination of shear force, bending moment at a section and absolute shear force and bending moment due to single point load, uniformly distributed load, several point loads etc. Influence Lines: Construction of Influence lines for reaction, shear forces and bending moment for beams, influence lines for girders with floor beams, Influence lines for forces in members of frames. Influence lines for Three Hinged Arches & Stiffening Girders.

Book Recommended 1. C.S. Reddy, ‘Basic Structural Analysis’. 2. Vazirani & Ratwani, ‘Analysis of Structures’, Vol- I, -II. 3. C.K. Wang, ‘Intermediate Structural Analysis’.



ASSIGNMENTS

ASSIGNMENT – 1

1. What is Double integration method?2. Describe Moment area method?3. Explain Conjugate beam method?4. What is determinate structural?5. Explain equation for deflection of straight beams?

ASSIGNMENT – 2

1. What are Internal forces in determinate structures?2. Explain-- Bending moment, shear force, for determinant structure?3. Analysis of plane trusses, compound and complex trusses using method of joints by

assuming suitable data?4. Analysis of simple portal frame, by assuming suitable data?5. Analysis of cables under point load and UDL with ends at same or different level , by

assuming suitable data

ASSIGNMENT – 3

1. Explain influence line diagram?2. What are rolling loads?3. Explain Influence line for bar force in trusses. ?4. Explain; Muller Breslau principle?

ASSIGNMENT – 4

1. Explain cable theorem?2. Briefly explain maximum tension in cable?3. Explain loadings for the dames?4. Explain limit of eccentricity for no-tension criteria?

ASSIGNMENT – 5



1. Explain middle-third rule; maximum/minimum base pressures?2. Explain the forces on chimneys, and retaining walls?

SURVEYSubject Code: BCIE1-411 Contact Hrs. 45 L T P C

3 1 0 4Unit - I

Definition, principles of surveying, different types of surveys, topographical map, scale of map. Measurement of distances with chain and tape, direct & indirect ranging, offsets. Instruments used in traversing, bearings, meridians, declination, dip of magnetic needle, bearing of lines from included angles, local attraction, closing error and its removal.

Unit-IIPrinciple of plane table survey, setting up the plane table and methods of plane tabling. Setting up a dumpy level, booking and reducing the levels by rise & fall method and height of instrument method, correction due to curvature and refraction, characteristics of contours, methods of contouring, uses of contour maps.

Unit–IIITemporary and permanent adjustments of theodolite, measurement of horizontal and vertical angles, closed & open traverse, consecutive and independent co-ordinates, advantages and disadvantages of traversing, Latitudes and Departures, closing error, Bowditch & Transit Rules, Gales traverse table, Different cases of omitted measurements. Determination of tachometer constants, Measurement of horizontal & vertical distances with tachometer.

Unit–IVSelection of stations and base line for geodetic survey, corrections for base line, satellite station and reduction to centre. Elements of curves, different methods of setting out of curves, transition curve.

Recommended Books 1. B.C. Punmia, Ashok Kumar Jain and Arun Kumar Jain, ‘Surveying’, Vol. I, II, Laxmi Publications, 2005. 2. R. Agor, ‘Surveying’, Khanna Publishers, 1982. 3. S.S. Bhavikatti, ‘Surveying & Levelling’, Vol. I, II, 2009. 4. Narinder Singh, ‘Surveying’, Tata McGraw Hill. 5. N.N. Basak, ‘Surveying and Leveling’, Tata McGraw Hill, New Delhi, 2000.



ASSIGNMENTS

ASSIGNMENT 1

1. Define Bench Mark.2. What are agonic and isogonic lines?3. Define well conditioned triangles4. What are the two basic principles of surveying?5. Explain two systems of bearing for the designation with help of diagram?

ASSIGNMENT 2

1. Explain the accessories of plane tabling2. What are the types of leveling staff?3. Mention the instruction for the staff man.

ASSIGNMENT 3

1. On an old map a line was drawn to magnetic bearing of 220 deg 30min when the declination was 3deg 30min. find the present bearing of line if declination is 4deg 15min east.

2. Explain two point problem in detail.3. Diffrentiate between open and closed traverse.

ASSIGNMENT 4

1. Diffrentiate between Prismatic and surveyors compass2. Explain methods of contouring .3. What are the instruction for the leveling man?



ENVIRONMENTAL ENGINEERING-ISubject Code: BCIE1-412 Contact Hrs. 45 L T P C

3 1 0 4Unit - I

Introduction: Beneficial uses of water, water demand, per capita demand, variations in demand, water demand for firefighting, population forecasting and water demand estimation. Water Sources and Development: Surface and ground water sources; Selection and development of sources; Assessment of potential; Flow measurement in closed pipes, intakes and transmission systems.

Unit - IIPumps and Pumping Stations: Types of pumps and their characteristics and efficiencies; Pump operating curves and selection of pumps; pumping stations. Quality and Examination of Water: Impurities in water, sampling of water, physical, chemical and bacteriological water quality parameters, drinking water quality standards and criteria.

Unit - IIIWater Treatment: Water treatment schemes; Basic principles of water treatment; Design of Plain sedimentation, coagulation and flocculation, filtration – slow, rapid and pressure; Disinfection units; Fundamentals of water softening, fluoridation and deflouridation, and water desalination and demineralization, taste and odour removal.

Unit - IVWater Supply Systems: Pipes for transporting water and their design, water distribution systems and appurtenances; Water supply network design and design of balancing and service reservoirs; operation and maintenance of water supply systems. Rural Water Supply: Principles, selection of source, rain water harvesting, quantitative requirements, low cost treatment techniques.

Recommended Books 1. B.C. Punmia, Ashok Jain, Arun Jain, ‘Water Supply Engineering- Environmental Engg.’, Vol.–I, Laxmi Publications, New Delhi. 2. Arcadio P. Sincero and Gregoria P. Sincero, ‘Environmental Engg.- A Design Approach’, Prentice Hall of India, New Delhi. 3. Howard S. Peavy, Donald R. Rowe & George Tchobanoglous, ‘Environmental Engg.’ International Edition, McGraw Hill. 4. S.K. Garg, ‘Water Supply Engineering- Environmental Engg.’, Vol.–I, Khanna Publishers, Delhi. 5. E.W. Steel, McGhee, J. Terence, ‘Water Supply and Sewerage’, McGraw Hill.



ASSIGNMENTS

Assignment No. 1Q1) Draw flow diagram of water supply scheme?Q2) What is demand for fire fighting and what are the certain empirical formulas and discuss them with formulas? Q3) What is per capita demand and what are the factors affecting per capita demand?

Assignment No. 2Q1) Discuss the variation in demand and also show the hourly rate of consumption?Q2) What is population forecasting and show how the logistic curve affects the forecasting? Q3) Calculate the fire demand for a city having of 1,50,000 using various formulae?

Assignment No. 3Q1) Discuss in detail surface water sources?Q2) Draw the diagram of sources of water?Q3) What is natural springs and discuss in detail the formation and types of springs?

Assignment No. 4Q1) What is infiltration galleries and draw the diagram of following:-

1. Section of an infiltration gallery.2. Flow pattern of an infiltration gallery.

Q2) Give the comparison between shallow wells and deep wells?Q3) What is tube well and with neat and clean diagrams classify the tube wells depending upon the entry of water?

Assignment No. 5Q1) What are the following important factors that are generally considered in selecting a particular source of water for supplying water to a city or a town?Q2) What are conduits. What are gravity conduits and pressure conduits and discuss them in detail?Q3) Give the determination of loss of head in pipes by the following formulae. What are the types of intakes and discuss in detail?



CONSTRUCTION PROJECT MANAGEMENTSubject Code: BCIE1-413 Contact Hrs. 36 L T P C

3 0 0 3UNIT-I

INTRODUCTION: Need for project planning & management, time, activity & event, bar chart, Milestone chart, uses & draw backs. PERT TECHNOLOGY: Construction of PERT network, time estimates, network analysis, forward pass & backward pass, slack, critical path, data reduction, suitability of PERT for research project.

UNIT-IICPM TECHNOLOGY: Definitions, network construction, critical path, fundamental rules, determination of project schedule, activity time estimates, float types, their significance in project control.

UNIT-IIICONSTRUCTION EQUIPMENT AND MACHINERY: Tractors, bull dozers, rippers, scrappers, power shovels, dragline, hoes. Line diagram of each, sizes, output, uses, factors affecting selection of each equipment, economic life of equipment, maintenance and repair cost. Hoisting & Transporting Equipment: Hosts, Winches, Cranes, Belt conveyors, Ropeways, trucks & Wagons, Introduction to modern constructional equipment.

UNIT-IVCOST ANALYSIS AND CONTRACT: Type of costs, cost time relationships, cost slopes, conducting a crash programme, determining the minimum total cost of project, numerical problems. updating a project, when to update, time grid diagram, resource scheduling. planning of different components of civil engineering projects such as a house, workshop, dam, tunnel.

Books Recommended 1. R.L. Peurifoy, ‘Construction Planning and Equipment’, Tata McGraw Hill, New Delhi. 2. L.S. Srinath, ‘PERT and CPM’. 3. Wiest & Levy, ‘East West Press Management Guide to PERT & CPM’, Prentice Hall. 4. Mahesh Verma, ‘Construction Equipment & Planning and Application’, Artec Publication. 5. U.K. Shrivastava, ‘Construction Planning and Management’, Galgotia Publications Pvt. Ltd. 6. U.K. Shrivastava, ‘Construction Planning and Management’, Galgotia Publications.



ASSIGNMENTSAssignment No. 1

Q1 Explain the difference between PERT & CPMQ2 Explain

1. Milestone Chart2. Gantt bar Chart

Q3 Explain the shortcoming of bar chart? How are these removed?

Assignment No. 2

Q1 Define earliest event time & latest occurrence event time? How are these determined?Q2 Explain 1. Total float2. Free float3. Independent float

Q3 what do you understand by critical path? How it is determined?Q4 M

A 5 4

3 4 6

8 2

Find a) Earliest event time & latest event time

b) Earliest & latest start & finish times of each activity

Assignment 3

Q1 define total float, free float & Share float?Q2 Define the term “Line of balance”Q3 how to select the size of power shovel?Q4 Explain the function of crane?Q5 Explain batching, mixing & placing of concrete?Q6 explain the working of a dragline?Q7 write the function & operating principles of

a) Hoe



b) Bull dozer

Assignment 4Q1 How do you select the size of power shovel?Q2 Explain compaction of concrete.Q3 Explain batching, mixing & placing of concrete.Q4 Define “line of balance”.Q5 Explain the working of dragline.Assignment 5Q1Define cost estimates.Q2 Define total cost.Q3What do you mean by cost slope.Q4Table 1.1 gives the information about various activities of network shown in fig. 1.1

Table 1.1

Activity Normal duration(days)

Normal cost

(Rs.)

Crash duration

(days)

Crash cost

(Rs.)

1-2 9 8000 6 9500

2-3 5 5000 3 5500

1 2 3

9(6) 5(3)

The project overhead costs are @ Rs. 300 per clay.Determine a) Direct cost duration relationship. b) Total cost duration relationship. c) Corresponding least cost plan (network)Q5 Explain a) Crash time (tc) b) Crash cost (Cc) C) Normal time (tn) d) Normal cost (Cc)





SOFT SKILLS-IISubject Code: BHUM0-F92 Contact Hrs. 25 L T P C

0 0 2 1

UNIT-1

DEVELOPING POSITIVE ATTITUDE- Introduction. Formation of attitude. Attitude in

workplace. Power of positive attitude. Examples of positive attitudes. Negative attitudes. Examples

of negative attitude. overcoming negative attitude and its consequences. IMPROVING

PERCEPTION- Introduction. Understanding perception. perception and its application in

organizations

UNIT-2

CAREER PLANNING-Introduction. Tips for successful career planning. Goal setting immediate,

short term and long term. Strategies to achieve goals. Myths about choosing career.

UNIT-3

ART OF READING-Introduction. Benefits of reading. Tips for effective reading. the SQ3R

technique. Different stages of reading. determining reading rate of students. Activities to increase

the reading rate. Problems faced. Becoming an effective reader.

UNIT-4

STRESS MANAGEMENT - Introduction. meaning. positive and negative stress. Sources of

stress. Case studies. signs of stress. Stress management tips. Teenage stress.

Recommended Books

1. K. Alex, S. Chand Publishers.

2. Rizvi, M. Ashraf, ‘Effective Technical Communication’, McGraw Hill.

3. Mohan Krishna & Meera Banerji, ‘Developing Communication Skills’, Macmillan.

4. Kamin, Maxine, ‘Soft Skills Revolution: A Guide for Connecting with Compassion for Trainers,

Teams & Leaders’, Pfeiffer & Amp; Company, Washington, DC, 2013.



STRUCTURAL ANALYSIS LABSubject Code: BCIE1-414 Contact Hrs. 24 L T P C

0 0 2 1EXPERIMENTS

1. Deflection of a simply supported beam and verification of Clark-Maxwell's theorem.

2. To determine the Flexural Rigidity of a given beam.

3. To verify the Moment- area theorem for slope and deflection of a given beam.

4. To determine the Carry Over Factor of a prismatic beam with far end fixed.

5. Experiment on three-hinged arch.

6. Experiment on two-hinged arch.

7. Deflection of a statically determinate pin jointed truss.

8. Forces in members of a redundant frame.

9. Experiment on curved beams.

10. Unsymmetrical bending of a cantilever beam.

SURVEYING LABSubject Code: BCIE1-415 Contact Hrs. 24 L T P C

0 0 2 1EXPERIMENTS

1. Measurement of distance, ranging a line.

2. Measurement of bearing and angles with compass, adjustment of traverse by graphical method.

3. Different methods of leveling, height of instrument, rise & fall methods.

4. Measurement of horizontal and vertical angle by theodolite.

5. Determination of tachometric constants and determination of reduced levels by tachometric

observations.

6. Plane table survey, different methods of plotting, two point & three point problem.

7. Determination of height of an inaccessible object.

8. Setting out a transition curve. Setting out of circular curves in the field using different methods.

9. Introduction of Total Station.



CONCRETE TECHNOLOGY LABSubject Code: BCIE1-416 Contact Hrs. 24 L T P C

0 0 2 1

EXPERIMENTS

1. To Determine the Specific Gravity and Soundness of cement.

2. To Determine the Standard Consistency, Setting Time (Initial and Final Setting Time) of

Cement.

3. To Determine the Compressive Strength of Cement.

4. To Determine the Fineness Modulus, Bulk Density, Water Absorption and Specific gravity of

Fine and Coarse Aggregates.

5. To Determine the workability of Concrete using:

(i) Slump Cone Method

(ii) Compaction Factor

(iii) Vee-Bee Time of Concrete.

6. Mix Design of Concrete by IS methods.

7. To Determine the Compressive Strength of Concrete by Cube and Cylinder.

8. To carry out the Split Tensile strength of Concrete.

9. To carry out the Flexural strength of Concrete.

10. To Determine the Compressive strength of Bricks and Tiles as IS standard.

Recommended Books/Manuals

1. M.L. Gambhir, ‘Concrete Manual’, Dhanpat Rai & Sons Delhi.

2. ‘Concrete Lab. Manual’, TTTI Chandigarh.

3. M.S. Shetty, ‘Concrete Technology, Theory and Practice’, S. Chand & Company.


Documents

sviet.ac.insviet.ac.in/handbook/STUDENT HAND BOOK 4th sem-civil.docx · Web viewExplain influence line diagram? What are rolling loads? Explain Influence line for bar force in trusses