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Rajagiri School of Engineering and Technology
COURSE HANDOUT :S6 CE
2 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
RAJAGIRI SCHOOL OF ENGINEERING AND TECHNOLOGY
DEPARTMENT OF CIVIL ENGINEERING
VISION The department strives to excel in the areas of academia, research and industry by moulding professionals
in the field of Civil Engineering to build a sustainable world.
MISSION
To impart quality education and mould technically sound, ethically responsible professionals in the field of
Civil Engineering with a broad skill set of creativity, critical thinking and effective communication skills to
meet the desired needs of the society within realistic socio-economic environmental constraints.
PROGRAMME OBJECTIVES
1. Engineering knowledge: Apply the knowledge of mathematics, science, engineering
fundamentals, and an engineering specialization to the solution of complex
engineering problems.
2. Problem analysis: Identify, formulate, review research literature, and analyze
complex engineering problems reaching substantiated conclusions using first
principles of natural sciences, and engineering sciences.mathematics,
3. Design/development of solutions: Design solutions for complex engineering problems
and design system components or processes that meet the specified needs with
appropriate consideration for the public health and safety, and the cultural, societal,
and environmental considerations.
4. Conduct investigations of complex problems: Use research-based knowledge and
research methods including design of experiments, analysis and interpretation of data,
and synthesis of the information to provide valid conclusions.
5. Modern tool usage: Create, select, and apply appropriate techniques, resources, and
modern engineering and IT tools including prediction and modeling to complex
engineering activities with an understanding of the limitations.
3 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
6. . The engineer and society: Apply reasoning informed by the contextual knowledge to
assess societal, health, safety, legal and cultural issues and the consequent
responsibilities relevant to the professional engineering practice.
7. Environment and sustainability: Understand the impact of the professional
engineering solutions in societal and environmental contexts, and demonstrate the
knowledge of, and need for sustainable development.
8. Ethics: Apply ethical principles and commit to professional ethics and responsibilities
and norms of the engineering practice.
9. Individual and team work: Function effectively as an individual, and as a member or
leader in diverse teams, and in multidisciplinary settings.
10. Communication: Communicate effectively on complex engineering activities with the
engineering community and with society at large, such as, being able to comprehend
and write effective reports and design documentation, make effective presentations,
and give and receive clear instructions.
11. Project management and finance: Demonstrate knowledge and understanding of the
engineering and management principles and apply these to one‟s own work, as a
member and leader in a team, to manage projects and in multidisciplinary
environments.
12. Life-long learning: Recognize the need for, and have the preparation and ability to
engage in independent and life-long learning in the broadest context of technological
change.
4 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
FACULTY LIST
SL NO. SUBJECT FACULTY
1 Design of Steel Structures
Ms.Aysha Zeneeb Majeed
2 Geotechnical Engineering II
Nishida A
3 Structural Analysis II
Ms.Elza Maria Rony
4 Transportation Engineering I Mr.Arun T Moonjely
5 Water Resources Engineering
Prof.K.A.Ouseph
6 Concrete Technology
Dr.Ruby Abraham
7 Computer Aided Design &
Drafting Lab Ms.Tressa Kurien, Ms.Elza
Paul
8 Material Testing Lab II Mr.Jayakumar J, Dr.Ruby
Abraham
5 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
INDEX
SL NO: CONTENTS PAGE NO.
1 Assignment Schedule 6
2 CE010 601: Design of Steel Structures 7
2.1 Course Information Sheet 8
2.2 Course Plan 10
2.3 Tutorial Questions 14
2.4 Assignment Questions 17
3 CE010 602: Geotechnical Engineering II 20
3.1 Course Information Sheet 22
3.2 Course Plan 23
3.3 Tutorial Questions 28
3.4 Assignment Questions 29
4 CE010 603: Structural Analysis II 30
4.1 Course Information Sheet 31
4.2 Course Plan 35
4.3 Tutorial Questions 37
4.4 Assignment Questions 40
5 CE010 604: Transportation Engineering I 42
5.1 Course Information Sheet 43
5.2 Course Plan 44
5.3 Tutorial Questions 45
5.4 Assignment Questions 46
6 CE010 605: Water Resources Engineering 50
6.1 Course Information Sheet 55
6.2 Course Plan 56
6.3 Tutorial Questions 63
6.4 Assignment Questions 65
7 CE010 606 L05 Concrete Technology 67
7.1 Course Information Sheet 68
7.2 Course Plan 70
7.3 Tutorial Questions 71
7.4 Assignment Questions 72
8 CE010 607: Computer Aided Design & Drafting Lab 73
8.1 Course Information Sheet 74
8.2 Course Plan 78
8.3 Open Questions 79
8.4 Advanced Questions 80
9 CE010 608: Material Testing Lab II 84
9.1 Course Information Sheet 85
9.2 Course Plan 87
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Rajagiri School of Engineering and Technology
ASSIGNMENT SCHEDULE
DATE SUB. CODE SUBJECT
16.02.2017 CE010 601 Design of Steel Structures
17.02.2017 CE010 602 Geotechnical Engineering II
18.02.2017 CE010 603 Structural Analysis II
20.02.2017 CE010 604 Transportation Engineering I
21.02.2017 CE010 605 Water Resources Engineering
22.02.2017 CE010 606L05 Concrete Technology
6.03.2017 CE010 601 Design of Steel Structures
7.03.2017 CE010 602 Geotechnical Engineering II
8.03.2017 CE010 603 Structural Analysis II
9.03.2017 CE010 604 Transportation Engineering I
10.03.2017 CE010 605 Water Resources Engineering
11.03.2017 CE010 606L05 Concrete Technology
7 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
EN010 601:
DESIGN OF STEEL STRUCTURES
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Rajagiri School of Engineering and Technology
EN 010 601: DESIGN OF STEEL STRUCTURES
COURSE INFORMATION SHEET
PROGRAMME: CE DEGREE: BTECH
COURSE: DESIGN OF STEEL STRUCTURES SEMESTER: S6 CREDITS: 4
COURSE CODE: CE010 601
REGULATION: 2010 COURSE TYPE: CORE
COURSE AREA/DOMAIN: CONTACT HOURS: 2+2 (Tutorial) hours/Week.
CORRESPONDING LAB COURSE CODE (IF ANY):
MATERIAL TESTING LAB 1 LAB COURSE NAME: NIL
SYLLABUS:
UNIT DETAILS HOURS
I
Loading standards - I.S structural sections - I.S specifications –Design Philosophies- Working stress method and Limit state method - design of tension members –bolted and welded connections - design of simple and compound beams - laterally supported and unsupported.(Design examples based on Limit state method only. )
12
II
Compression members - design of columns - short and long columns - axial and eccentric loading - built up columns-moment resisting connections - lacing and battening - column base - slab base - gusseted base.
12
III Water tanks – rectangular and circular steel tanks – connections – analysis and design of supporting towers.
15
IV
Light gauge steel structures - introduction - type of sections - local buckling -stiffened and multiple stiffened elements – Design of beams with lateral supports only.
10
V
Chimneys- types - self supporting and guyed – stresses in chimneys – design of chimney stack, breech opening, base plate, connections and foundations.( Design of self supporting chimney only.) Note: Only Sketches required. Detailed drawing in drawing sheets not required
11
TOTAL HOURS 60
TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
T1 Subramanian N, Design of steel structures,Oxford University Press
T2 S.S Bhavikatti, Design of steel structures, I.K.International Publishing house Pvt.Ltd
T3 Ramchandra, Design of steel structures Vol. I & II, Standard book house, Delhi. T4 S.K. Duggal, Design of steel structures ,Tata Mc Graw-Hill.
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T5 B.C.Punmia, Design of steel structures, Laxmi publications. T6 Relevant IS Codes. (IS 800-2007 ,IS 875, IS 805, IS 801, IS 811,IS 6533 Part 1& 2,Steel Tables)
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
EN010 102 Engineering Physics Concepts Of Force Vectors S1S2
EN010 104 Engineering Mechanics Basic Concept Of Forces And Their Application S1S2
CE010 506 Structural Analysis I Concepts Of Bending Moment And Shear Force S4
COURSE OBJECTIVES:
1 To familiarize the fundamental aspects of structural behavior and design of steel structures satisfying the requirements such as safety, feasibility and economy of steel structures.
COURSE OUTCOMES:
SNO DESCRIPTION PO
MAPPING
1 Ability to understand the basics of design philosophies 1,2
2 Ability to analyse and design welded and bolted connections 1-3,6-8,12
3 Ability to analyse and design compression members and gusseted base 1-3,6-8,12
4 Ability to design rectangular and circular steel water tanks 1-3,6-8,12
5 Ability to analyse and design light gauge steel structures 1-3,6-8,12
6 Ability to evaluate stresses generated in chimneys and design for the same. 1-3,6-8,12
7 Ability to propose suitable sections of steel as per the design requirements. 1-3,6-8,12
GAPS IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
1 Complex functions Seminar
2 Characteristics of Analytic function Assignment
3 LPP-Industry level application and software support Lecture
4 Numerical functions Assignments
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY
VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
WEB SOURCE REFERENCES:
1 NPTEL
2 INSDAG MATERIALS
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Rajagiri School of Engineering and Technology
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK √ ☐ STUD. ASSIGNMENT √ ☐ WEB RESOURCES √ ☐ PPTs √
☐ LCD/SMART BOARDS ☐ STUD. SEMINARS √ ☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ CHALK & TALK √ ☐ STUD. ASSIGNMENT √ ☐ WEB RESOURCES √ ☐ PPTs √
☐ LCD/SMART BOARDS ☐ STUD. SEMINARS √ ☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES (BY FEEDBACK,
ONCE) √
☐ STUDENT FEEDBACK ON FACULTY (TWICE) √
☐ ASSESSMENT OF MINI/MAJOR PROJECTS BY EXT. EXPERTS ☐ OTHERS
Prepared by Approved by
Ms.Aysha Zeneeb Majeed Dr. Ruby Abraham
(Faculty) (HOD)
COURSE PLAN
DAY MODUL
E TOPICS TO BE COVERED REFERENCES
1
1
Loading standards Subramanian N, Design of steel structures,Oxford University Press, S.S Bhavikatti, Design of steel structures, I.K.International Publishing house Pvt.Ltd, S.K. Duggal, Design of steel structures ,Tata Mc Graw-Hill, Ramchandra, Design
2 I.S structural sections, I.S specifications
3 Design Philosophies, Working stress method and Limit state method
4 design of tension members
5 bolted connections
6 welded connections
7 design of simple beams
8 design of compound beams
9 laterally supported beams
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Rajagiri School of Engineering and Technology
10 laterally unsupported beams of steel structures Vol. I & II, Standard book house, Delhi. 11 Tutorials
12 Class Test
13
2
Compression members Subramanian N, Design of steel structures,Oxford University Press, S.S Bhavikatti, Design of steel structures, I.K.International Publishing house Pvt.Ltd, S.K. Duggal, Design of steel structures ,Tata Mc Graw-Hill, Ramchandra, Design of steel structures Vol. I & II, Standard book house, Delhi.
14 design of short columns-axial loading
15 design of short columns-eccentric loading
16 design of long columns-axial loading
17 design of long columns-eccentric loading
18 Design of built up columns
19 Tutorials
20 Moment resisting connections
21 Lacing and battening
22 Design of column Base
23 Design of slab base
DAY MODUL
E TOPICS TO BE COVERED REFERENCES
24 Design of gusseted base
25
3
Design of water tanks-rectangular-Theory
Ramchandra, Design
of steel structures Vol.
I & II, Standard
book house, Delhi.
26 Design of water tanks-rectangular-Problem
27 Problem continued
28 Problems
29 Design of water tanks- circular -Theory
30 Design of water tanks- circular -Problem
31 Design of water tanks- circular –Problem contd.
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32 Design of water tanks- circular –Problem contd.
33 Design of connections-Theory
34 Design of connections-Problem
35 Design of connections-Problem contd.
36 Analysis and design of supporting towers-Theory
37 Analysis and design of supporting towers-Problem
38 Analysis and design of supporting towers-Problem contd.
39 Analysis and design of supporting towers-Problem contd.
40 Tutorial
41
4
Introduction to light gauge steel structures-types of sections
Subramanian N, Design of steel structures, Oxford University Press, Ramchandra, Design
of steel structures Vol.
I & II, Standard
book house, Delhi.
42 Introduction to light gauge steel structures-applications
43 Local buckling
44 stiffened and multiple stiffened elements
45 Design of beams with lateral supports-Theory
46 Design of beams with lateral supports-Problem
47 Design of beams with lateral supports-Problem contd.
DAY MODUL
E TOPICS TO BE COVERED REFERENCES
48
Design of beams with lateral supports-Problem contd.
40 Design of beams with lateral supports-Problem contd.
50 Tutorial
51
5
Introduction to chimneys Ramchandra, Design
of steel structures Vol.
I & II, Standard
book house, Delhi.
52 Analysis of stresses in chimneys
53 Analysis of stresses in chimneys contd.
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54 Design of chimney stack
55 Design of chimney stack contd.
56 Design of breech opening
57 Design of base plate
58 Design of connections
59 Design of foundations
60 Tutorials
61 Revision
TUTORIAL QUESTIONS
Module 1
1) Calculate the safe tensile load carrying capacity of an angle section ISA 60x60x6mm
if 4 bolts are provided at a c/c distance of 50mm
2) A tie member consisting of ISMC 225 at 25.9 kg/m is connected to either side of the
gusset plate of 12mm thick. Design the welded joint to develop full strength of the tie
if the over lap is limited to 400mm
3) Design a beam of span 9m, simply supported at its ends, carrying a live load of 50
kN/m and a dead load of 15 kN/m. The depth of the beam is limited to 300 mm.
4) Design a laterally supported beam for the following data:- effective span of 4m,
maximum bending moment 500 kNm, maximum shear force 200 kN, and steel of
grade Fe 410.
5) Determine the plastic modulus for the following sections: (a) an isosceles triangle of
height h and base b bent about an axis parallel to the base, (b) an I section of overall
depth 300 mm and flanges 200 x 20 mm, web 10 mm thick, bent about its strong axis.
6) Design a laterally unrestrained beam to carry a uniformly distributed load of 45
kN/m. The beam is unsupported for a length of 1.5m and is simply placed on
longitudinal beams at its ends.
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Rajagiri School of Engineering and Technology
7) Determine the plastic modulus for the section shown. If the area of the section is
neglected, what percentage of plastic modulus of the section is reduced.
Module 2
1) Determine the load carrying capacity of a strut made with ISA 100x75x10mm, length
2.8m when only one bolt is used as an end connection
2) Design a strut member to carry a load of 70 kN. Length of the member is 1.5m and is
connected to a gusset plate of thickness 6mm.
3) Design a built up column 9m long to carry a factored axial compressive load of 110
kN. The column is restrained in position but not in direction at both the ends. Design
the column with connecting system as battens with bolted connections. Use two
channel sections back to back and steel grade Fe410
4) For a column section to carry a load of 1200 kN, design a suitable batten system it the
columns are placed toe to toe with an effective length of 3m.
5) A column ISHB 350 at 661.2 N/m carries an axial compressive factored load of 1700
kN. Design a suitable bolted gusset base. The base rests on M15 grade concrete
pedestal. Use 24mm diameter bolts of grade 4.6 for making the connections.
6) Design a built up column with four angles laced together. The effective length of the
column is 7.2 m, and it supports a factored load of 1800 kN. Design the lacings also.
7) Design the section of a steel column and a suitable base for an axial compressive load
of 2400 kN. The effective length of the column is 5.5m. The concrete used for
making the pedestal is of M30 grade.
Module 3
17.2 mm
180 mm
500 mm 10.2 mm
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Rajagiri School of Engineering and Technology
1) Design the elevated portion of a cylindrical steel tank with hemispherical bottom for
1,60,000 litres capacity. The tank has a conical roof. Take fy=250 MPa.
2) Design the overhead portion of a rectangular tank of 80,000 litres capacity.
3) Design a circular water tank with hemispherical bottom for a capacity of 100 m3.
Design up to the supporting circular girder.
4) Design the overhead portion of a circular water tank with hemispherical bottom of
capacity 150m3. The tank has a conical roof. Take fy=250 MPa
5) Design the tank portion of a rectangular water tank up to the supporting beam of
capacity 120 m3.
Module 4
1) Mention applications of light gauge sections
2) Explain the following with sketches with reference to light gauge sections: (a)
Stiffened and unstiffened compression elements, (b) flat-width ratio, (c) effective
design width, (d) torsional flexural buckling, (e) point symmetric section
3) Explain the phenomenon of local buckling in light gauge sections
4) Explain briefly abut design step for a light gauge steel beam with laterally supported
system.
5) A square box section 200x200x2mm is to be used as a column of effective length 4m.
Find the maximum load it can carry.
6) Determine the allowable load per meter on a beam with cross section as shown. The
beam has an effective span of 2m. Take fy=235 MPa
100 mm
1.5
12 12
75
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Rajagiri School of Engineering and Technology
7) Two channel sections 200mm x 80mm with bent up lips are connected with webs to
act as beam as shown. The thickness of the plate is 2.5mm and depth of lip is 25mm.
the beam has an effective span of 4m. determine the allowable load per meter on the
beam. Also determine the deflection at the allowable load. Take fy=235 MPa and E =
200 GPa.
Module 5
1) Design a self supporting chimney if the total height is 60 m and top diameter is 2.5 m.
Wind pressure of 1.5kN/m2 is acting uniformly for a height of 20 m from bottom and
after that it is varying uniformly to 1.7kN/m2 at the top.
2) Design the anchor bolt, breach opening, base plate and foundation of a self supporting
chimney if the total height is 25m and top diameter is 2m. wind pressure of 2 kN/m2
is acting uniformly throughout the structure.
3) Design a self supporting chimney of 100m height. The diameter of cylindrical shell is
4m. The chimney has a 100mm thick brick lining supported on shell.
4) Which are the different types of steel chimneys? Explain in detail the forces acting on
steel chimneys.
5) Design only the chimney of a self supporting stack of height 72m above the
foundation. The diameter of the cylindrical part of the foundation is 3m. The
thickness of the fire brick lining is 100mm, and the lining is supported by the stack
through out the height. The chimney has one breech opening. The topography at the
sight is almost flat and the location is of terrain category 2.
6) Design only the self supporting stack of a chimney of effective height 30m, having its
diameter at top equal to 2m. Take wind pressure intensity as 1.5 kN/mm2 uniform
through out its height. Assume uniform values of permissible tensile and compressive
stresses as 1205 kN/mm2 and 90 kN/mm
2.
80 80
200 mm
2.5
25
17 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
7) Design the chimney of a self supporting stack of effective height 72m, above
foundation. The diameter of the cylindrical part is 4.5m. Foundation is raft on
medium soil. The chimney is in Chennai.
ASSIGNMENT QUESTIONS
ASSIGNMENT 1
1. Design a double cover butt joint to connect two plates of 10mm and 18mm thick with
cover plates of 8mm thickness. Design the joint to transfer a factored load of 500 kN.
Assume Fe 410 plates and 4.6 grade bolts.
2. Design a diagonal member of a roof to carry a tensile load of 375 kN and its
connections with a gusset plate and a lug angle. Use double angle sections connected
(a) to the same side of the gusset plate using bolts, (b) one on each side of the gusset
plate and (c) to the same side of the gusset plate using welded connection. Show
details of connections. Assume Fe410 steel and grade 4.6 bolts. Compare the values
and comment
3. Design a built up double laced column with four angles to support an axial load of
2000 kN. The column is 10m long with both ends held in position and restrained
against rotation. Assume Fe410 steel. Design a batten system for the same example.
Also design connections for the batten system using (a) bolts and (b) welds.
ASSIGNMENT 2
(Roll No. 1-21)
1. Draw a qualitative diagram showing the variation of BM, SF and Twisting Moment
along the length of a ring beam of a circular water tank, between the columns.
2. Explain how the base plate of chimney is changed.
3. Explain how stability is checked in the case of a chimney in the design process.
4. List different types of circular steel tanks.
5. Explain the design process of supporting towers.
6. Enumerate permissible stresses in chimneys.
7. List the classification of chimneys.
8. Explain the step by step procedure involved in the design of self supporting chimney
in chimney including the foundation design.
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9. Explain with neat sketches, self supporting chimney and guyed chimney.
10. Explain the design procedure of the supporting structure of a rectangular steel water
tank.
11. Find out the values of plastic modulus of the following section.
I. An isosceles triangle of height h and base b bent about an axis parallel to the base
II. I section of overall depth 300mm and flanges 200mm X 20mm, web 10mm thick,
bend about its strong axis.
(Roll No. 22-43)
1. Mention where light gauge members are commonly used.
2. Explain the design procedure of the supporting structure of a rectangular tank.
3. Explain the behaviour of stiffened and un-stiffened compression elements made up of
light gauge sections.
4. Differentiate behaviour of laterally supported and laterally unsupported beams.
5. Explain the commonly used forms of light gauge sections with neat sketches.
6. Explain the design procedure of laterally unsupported beams in light gauge steel.
7. Explain form factor for light gauge compression members.
8. Explain buckling in thin members.
9. Explain typical light gauge steel sections with the help of neat sketches.
10. What are the advantages of cold formed steel structural members over hot rolled
members.
11. Write a note on deflection of flexural members in light gauge sections.
12. Explain post buckling in light gauge steel members.
(Roll No. 44-62)
1. Draw the moment rotation curves for different types of connection.
2. Explain the modes of failure of
a. Tension member
b. Bolted joints
3. Enumerate the available design philosophies.
4. Why do we need to provide lacing or battens for columns.
5. State the failure modes of short and long columns.
6. Explain the merits and demerits of
a. Bolted connection.
b. Welded connection.
7. Explain with neat sketches different types of
a. Welded connection
b. Bolted connection.
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8. Explain built up section with neat sketches.
9. Explain web buckling and web crippling.
10. Explain different types of column splices.
11. Explain the design procedure of built up beams.
12. Explain with sketch a battened column.
CE010 602:
Geotechnical Engineering II
CE010 602: GEOTECHNICAL ENGINEERING II
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COURSE INFORMATION SHEET
COURSE INFORMATION SHEET
PROGRAMME: CE DEGREE: BTECH
COURSE: GEOTECHNICAL ENGINEERING - II SEMESTER: S6 CREDITS: 4
COURSE CODE: CE010 602
REGULATION: 2010 COURSE TYPE: CORE
COURSE AREA/DOMAIN: CIVIL ENGINEERING CONTACT HOURS: 4+1 hours/Week.
CORRESPONDING LAB COURSE CODE (IF ANY):
CE 010 508
LAB COURSE NAME: GEOTECHNICAL
ENGINEERING LABORATORY (In V semester)
SYLLABUS:
UNIT DETAILS HOURS
I
Site investigation and Soil exploration: Objectives - Planning – Stages of Explorations-
- Depth and spacing of borings-Methods of explorations- test pits, borings (auger boring
and wash boring)- sub surface soundings ( standard penetration and cone penetration ) -
geophysical methods (seismic refraction and electrical resistivity methods) –Samplesdisturbed
and undisturbed samples -sampling tools- - Bore log - Soil profile - Location of
water table.
Stress Distribution: Boussinesque's equations for vertical
pressure due to point loads, line load and uniformly loaded circular area. - assumptions
and limitations - Pressure bulb- Newmark charts and their use.Wetergaard‟s equation for
point loads-appriximate methods of stress distribution.
12
II
Earth Pressure: General & local State of plastic equilibrium. Earth pressure at
rest , active and passive. Rankine's and Coulomb's theories of cohesion less and
cohesive soils - Iinfluence of surcharge and water table.Rehban‟s and Culman‟s graphical
methods. Sheeting and bracings in excavations.
Sheet Piles: Common types of sheet Piles – Uses of sheet pile walls
12
III
Bearing capacity: Definitions - ultimate and allowable - plate load test -
- Terzaghi‟s and Skempton‟s analysis - bearing capacity factors and
charts - effect of water table - bearing capacity from building codes and SPT values-
Methods of improving bearing capacity - vibroflotation and sand drains.
Settlement analysis: Distribution of contact pressure- estimation of immediate
and consolidation settlement - causes of settlement - permissible, total and
differential settlement - methods of reducing differential settlement.
12
IV
Foundation: General consideration - Functions of foundation - shallow and deep
foundation - different types of foundation -Selection of type of foundation-steps
involved.
Footings: Design of individual, continuous and combined footings – footings subjected to eccentric
loading - proportioning footings for equal settlement.
12
V
Raft foundation: Types of rafts- bearing capacity equations - design procedure –
floating foundation.
Pile foundation: Uses of piles - Classification of piles - Determination of load
carrying capacity of axially loaded single vertical pile (static & dynamic
formulae) -Pile load tests - Negative skin friction - Group action & pile spacings -
Settlement of pile group.
Caissons: Open, box, and pneumatic caissons, construction details of well
foundation - problems of well sinking.
12
TOTAL HOURS 60
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TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
T1 Murthy V. N.S, Soil Mechanics and Foundation Engineering, Nai Sarak, Delhi.
T2 Gopal Ranjan and A .S .R .Rao, Basic and Applied Soil Mechanics, New Age International
Publishers. T3 Arora K. R., Soil Mechanics and Foundation Engineering, Standard Publishers, distributors
T5 V. Narasimha Rao and Venkatramaiah, Numerical Problems, Examples and T6 Joseph E.Bowles, Foundation Analysis and Design, McGraw Hills Publishing
Company. T7 Peck, Hansen & Thornburn, Foundation Engineering.Wiley Eastern Limited
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
MATHEMATICS FUNDAMENTAL KNOWLEDGE OF
TRIGONOMETRY
SECONDARY
SCHOOL LEVEL
PHYSICS BASIC KNOWLEDGE ABOUT
FRICTION, DENSITIES AND UNIT
WEIGHTS.
PLUS-TWO
CHEMISTRY FUNDAMENTAL KNOWLEDGE ABOUT
MATERIAL PROPERTIES
PLUS-TWO
COURSE OBJECTIVES:
1 Civil Engineer has many diverse and important encounters with soil. The knowledge of soil Mechanics is helpful in the
design of foundations, earth retaining structures , pavements, excavations, embankments and dams. The objective of the
course is to make the students aware of various soil investigation methods, theoretical and practical approach to calculate
the bearing capacities of different foundations and the design of various sub structural elements.
COURSE OUTCOMES:
SNO DESCRIPTION PO
MAPPING
1 Students should be able to explain the purpose and types of geotechnical explorations and
sampling methods.
2 Students should be able to calculate the stresses in soil mass due to various load conditions.
3 Students should be able to evaluate the lateral earth pressure acting on the back of a retaining
wall.
4 Students should be able to compute the bearing capacity and settlement of soil.
5 Students should understand the classifications and functions of foundations.
22 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
GAPS IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
Sl
NO
DESCRIPTION PROPOSED
ACTIONS
1 Settlement based on theory of elasticity NPTEL, Advanced
soil mechanics –
Braja.M.das,
Pages 484-485
2 Stresses due to vertical line load on the soil surface NPTEL, Advanced
soil mechanics –
Braja.M.das,
Pages 87-91
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
1 Settlement based on theory of elasticity
2 Stresses due to vertical line load on the soil surface
WEB SOURCE REFERENCES:
1 www.nptel.ac.in
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK √ ☐ STUD. ASSIGNMENT √ ☐ WEB RESOURCES √
☐ LCD/SMART BOARDS√ ☐ STUD. SEMINARS √ ☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS √ ☐ STUD. SEMINARS √ ☐ TESTS/MODEL EXAMS√ ☐ UNIV. EXAMINATION√
☐ STUD. LAB PRACTICES√ ☐ STUD. VIVA√ ☐ MINI/MAJOR PROJECTS ☐ CERTIFICATIONS
☐ ADD-ON COURSES ☐ OTHERS
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES (BY FEEDBACK,
ONCE) √
☐ STUDENT FEEDBACK ON FACULTY (TWICE) √
☐ ASSESSMENT OF MINI/MAJOR PROJECTS BY EXT. EXPERTS ☐ OTHERS
Prepared by Approved by
JAYAKUMAR J. Dr.Ruby Abraham
H.O.D,DCE
TUTORIAL QUESTIONS
23 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Module 1
Soil Exploration
1. Name the three laboratory tests where use of undisturbed soil sample is must.
2. What are the corrections required for SPT values obtained from the field and why?
3. Describe the minimum depth of boring determination as recommended by ASCE
(1972)
4. Describe the major differences between SPT, SCPT and DCPT.
5. The P-wave velocity in a soil is 2000 m/s and unit weight of the soil is 19kN/m3.
Determine the shear modulus of the soil. [Answer: 7747.2 MPa]
6. In a two-layer soil system (as shown in Fig. 1), the velocity of the wave in layer 1 is 2
km/s. The critical distance is equal to 3 times the distance from the source where 1st
refraction ray reaches the ground surface. Determine the critical distance and velocity of
the wave in layer 2. Assume that vp2 > vp1. [Answer: 12.12 m, 4 km/s]
Fig.1
7. In a soil medium, the velocity of wave increases linearly with depth. The rate of
change in velocity along depth is 1.05 km/s/m. Determine the velocity of the wave at a
depth of 10 m. Assume the velocity of the wave at zero depth is 5 km/s. [Answer:15.5
km/s]
8. Given: N = 25, rod length= 15 m, hole diameter = 100 mm, p0 = 150 kPa, Er= 80; loose
sand without liner. What is the standard N 70 value? [Answer: 20]
Module 2
Shallow Foundations
9. Describe the factors affecting the ultimate bearing capacity of soils.
10. What are the limitations of plate load test?
11. A strip footing 2 m wide, is supported on a soil with its base at a depth of 1 m below
ground surface. The soil properties are as: c = 0, = 40, bulk = 18 kN/m3, sat = 20
kN/m3. Determine the ultimate bearing capacity if water table is at 2 m below ground
level. Use the Terzaghi equation. [Answer: 2869 kN/m2]
12. Calculate the ultimate bearing capacity of a rectangular footing 2 m x 4 m founded
at a depth of 1.5m below ground surface. The load on the footing acts at an angle of 15
to the vertical and is eccentric in the direction of width (B) by 15 cm. The unit weight of
the soil is 18kN/m3. c = 15 kN/m2 and = 38. Neglect the effect of water table
location. Use Meyerhof recommendations. [Answer: 2962.5 kN/m2]
13. Design a strip foundation of width 3m. The soil data are given in Fig. 2. The
foundation is carrying 1000 kN load. The factor of safety is taken as 2.5 against shear
failure. Take pore water correction factor as 0.75. Use Skempton‟s bearing capacity
equation for clay soil. Take E = 600 cu and = 0.5. The foundation is located at a depth of
1 m below ground surface.
24 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Fig. 2
14. Design a raft foundation for the building frame shown in Fig. 3(b). The soil data are
given in Fig. 3(a). Each column is carrying 400 kN load. The factor of safety is taken as
2.5 against shear failure. Take pore water correction factor as 0.75. Use Skempton‟s
bearing capacity equation for clay soil. Take E = 600 cu and = 0.5. The foundation is
located at a depth of 1.5 m below ground surface. Dimension of each column is 250 mm
x 250 mm.
Fig. 3(a)
25 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Fig. 3(b)
15. Design an isolated rectangular footing of dimension 4m x 5m. The gross pressure
acting at the base of the footing is 150 kN/m2. Choose the depth of foundation such that
the factor of safety is exactly 3 against shear failure. Also check against the permissible
settlement (75mm) to ensure that the design is safe from the settlement criterion too. If
the design is not safe against settlement criterion, then choose the proper dimension
and depth to ensure that design is safe against both the criterions. Take pore water
correction factor as 0.7. Use Skempton‟s bearing capacity equation for clay soil. Take E =
600 cu and = 0.5. The soil profile is shown in Fig.4.
Fig.4
16. Two plate load tests were conducted for two square plates of size 30 cm x 30 cm and
60cm x 60 cm. The load corresponding to the 25 mm settlement is 40 kN and 85 kN for
30 cm and 60 cm plate, respectively. Determine the dimension of a square footing to
carry 1000 kN load with a permissible settlement of 25mm. [Answer: 4.2m x 4.2 m]
26 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Module 3
Deep Foundations
17. Describe how tip resistance and friction resistance of pile can be separately
determined by pile load test.
18. Describe the various components of a well foundation. Describe the various types of
caissons.
19. Describe how the load carrying capacity of under reamed pile with single and
double bulbs is determined.
20. What is negative skin friction? Why negative skin friction is developed in the pile?
21. When tension and laterally loaded piles are used? Mention the type of structures
where these piles are used.
22. Design a friction pile group to carry a total load of 3500 kN including the weight of
pile cap at a site where the soil is uniform clay to a depth of 20m, underlain by rock.
Average unconfined compressive strength of clay is 70 kN/m2, = 19 kN/m3, Cc/(1+e0)
= 0.08. A factor of safety of 3 is required against shear failure. Neglect the bearing and
assume adhesion factor of 0.8. Restrict the length of the piles upto 15m. Also check the
settlement of the pile group. The permissible settlement of the pile group is 40mm. The
location of ground water table is 2.5 m below ground level. Take pore water correction
or consolidation correction factor as 0.75. Take E = 600 cu and = 0.5.
23. A 20m long R.C.C pile is installed in uniform sand. The horizontal force subjected to
the pile is 35 kN. The coefficient of subgrade modulus of 9MN/m3, EI of piles 3.7 x 107
N-m2. Calculate the deflection of pile head for both free-head and fixed-head condition.
Take the nondimensional coefficient for laterally loaded long pile for deflection
calculation: Ay = 2.435 and By = 1.023 at Z =0. [Answer: 5.42 mm, 3 mm]
24. A group of 16 piles arranged in a square and installed in a deposit of soft clay. The
diameter and length of each pile is 250 mm and 10 m, respectively. Determine the
required spacing so that 100% group efficiency can be achieved. Neglect the bearing of
the piles and take adhesion factor of 0.8. [Answer: 0.91m]
Module 4: Retaining Structures and Reinforced Earth
25. Describe why the bearing capacity of foundation increases due to the application of
geosynthetic reinforcements below the foundation.
26. Why sufficient length of the reinforcement is required beyond the loaded region of
the footing or beyond the failure surface?
27. What is hydro-dynamic effect of pore water? How the hydro-dynamic force is
determined?
28. Describe the steps to design reinforced retaining wall (both external and internal)
under seismic condition.
29. What are the different type of failures of reinforced earth foundation and reinforced
retaining walls?
30. Determine the factor of safety of the following slope under seismic condition (as
shown in Fig.5). The cohesion of the soil is 10 kN/m2 and = 25. Take, kh = 0.2 and kv
= 0.0. Unit weight of the soil is 20kN/m3. In the figure, slope angle is 30 and the failure
surface is making an angle 26 with horizontal [Answer: 2.55]
27 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
]
Module 5:
Soil-Foundation Interaction
36. Describe the limitations of Winkler Model. How these limitations are removed?
How non-linearity can be incorporated in the model?
37. Describe how the modulus of sub-grade reaction can be determined.
38. What are the advantages of Pasternak Model?
39. Derive the basic equation of a beam resting on elastic foundation.
40. Mention the application area of infinite beam.
ASSIGNMENT QUESTIONS
ASSIGNMENT 1
1. Explain the different samplers used for geotechnical explorations.
2. Collect the details about any of those major foundation failures and prepare a report
of it.
ASSIGNMENT 2
1. Provide the suitable depth of penetration of the cantilever sheet pile (as shown in
Fig1) such that a minimum factor of safety 1.3 can be achieved. Consider the effect of
water in both the sides
2. Check the stability of the gravity retaining wall as shown in Fig. 2. Take the net
ultimate soil pressure equal to 500 kN/m2. Use Coulomb‟s theory. Neglect the effect of
passive lateral earth pressure effect. Ka = 0.417.
28 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
29 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CE010 603
STRUCTURAL
ANALYSIS II
30 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
COURSE INFORMATION SHEET
PROGRAMME: CIVIL ENGINEERING DEGREE: BTECH
COURSE: STRUCTURAL ANALYSIS II SEMESTER: 6 CREDITS: 4
COURSE CODE: CE 010 603
REGULATION: 2010
COURSE TYPE: CORE
COURSE AREA/DOMAIN: CIVIL
ENGINEERING
CONTACT HOURS: 3+1 (Tutorial)
Hours/Week.
CORRESPONDING LAB COURSE CODE (IF
ANY): NIL
LAB COURSE NAME: NA
SYLLABUS: UNIT DETAILS HOURS
I
Plastic theory – ductility of steel- plastic bending of beams- evaluation of
fully
plastic moment – plastic hinge – load factor – method of limit analysis- basic
theorems- collapse load for beams and portal frames
10
II
Approximate methods of frame analysis: Frames under lateral loading-
portal
method – cantilever method. Frames under vertical loading –substitute frame
method.
Space frames – tension coefficients-tension coefficient method applied to
space frames
12
III
Kani’s method-continuous beams & frames (without sway only).
Influence line diagrams for statically indeterminate structures: Muller
Breslau‟ s principle-Influence lines for reactions-shear force-bending
moment-propped cantilever& two span continuous beams.
12
IV
Elementary theory of elasticity: State of stress at point- stress
tensorequilibrium
Equations - stresses on arbitrary plane- principal stresses-strain components –
strain tensor- compatibility equations- boundary condition equations Two
dimensional problems- plane stresses - plane strain – compatibility equations
in two dimensional cases- Airy‟s stress functions
14
V
Introduction to Structural Dynamics-Dynamic systems and loads-Free or
natural vibrations-Natural Frequency- Inertia force- -D‟Alembert‟s principle-
Mathematical modeling of single degree of freedom systems- equivalent
spring, stiffness of combination of springs
12
TOTAL HOURS 60
TEXT/REFERENCE BOOKS:
31 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
T/R BOOK TITLE/AUTHORS/PUBLICATION
R1 Timoshenko S.P., Theory of Elasticity, McGraw Hill.
R2 Sreenath L. S, Advanced Mechanics of Solids, Tata McGraw Hill Education P. Ltd.
R3 Sadhu Sindh, Strength of Materials, Khanna Publishers, 1988
R4 Bhavikatti S.S , Structural Analysis Vol. II, Vikas Publishing House (P) Ltd.
R5 V.K.Manicka Selvam, Elementary Structural Dynamics, Dhanpat Rai Publications
Pvt.Ltd.
R6 Mario Paz, William Leigh, Structural Dynamics, Springler.
R7 Vazirani & Ratwani, Analysis of Structures, Khanna Publishers, New Delhi.
R8 Ray W Clough, Joseph Penzien, Dynamics of structures, Mc Graw Hill,
Kogabusha Ltd.
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
CE010
304 MECHANICS OF SOLIDS I Bending moment and shear force 3
CE010
403 MECHANICS OF SOLIDS- II
Deflection of determinate beams-
Conjugate beam method, Influence line
diagrams for determinate structures
4
CE 010
506 STRUCTURAL ANALYSIS II
Indeterminate structures- force and
displacement methods of structural
analysis.
5
COURSE OBJECTIVES:
1 To equip the students with the comprehensive methods of structural analysis of
Indeterminate structures.
2 To give an introduction to Theory of Elasticity and Structural Dynamics.
32 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
COURSE OUTCOMES:
COURSE OUTCOME
MAPPING JUSTIFICATION
CO1
L Estimation of collapse load is required to study the different collapse
mechanisms in plastic analysis of complex structures
H Plastic anaysis of complex structures are primarily dependent upon the
collapse load
H
In-depth knowledge in this area is required to arrive at a safe and
economical design thereby meeting the specific needs for the public health
and safety.
L
Research work in the field of structural engineering involves analysis of the
strucural elements to study the response/behaviour of complex structure
under various loads thereby contributing life-long learning
CO2
L Analysis of structural elements involve the application of mathematics and
engineering fundamentals to solve complex structures.
H
Analysis of structural elements are essential to substantiate design
solutions. Eg.Max BM & SF based on which the design of various
structural elements are done
H
In-depth knowledge in this area is required to arrive at a safe and
economical design thereby meeting the specific needs for the public health
and safety.
M
Research work in the field of structural engineering involves analysis of the
strucural elements to study the response/behaviour of complex structure
under various loads thereby contributing life-long learning
33 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CO3
L Analysis of structural elements involve the application of mathematics and
engineering fundamentals to solve complex structures.
H
Analysis of structural elements are essential to substantiate design
solutions. Eg.Max BM & SF based on which the design of various
structural elements are done
H
In-depth knowledge in this area is required to arrive at a safe and
economical design thereby meeting the specific needs for the public health
and safety.
M
Research work in the field of structural engineering involves analysis of the
strucural elements to study the response/behaviour of complex structure
under various loads thereby contributing life-long learning
CO4
L
The study of property of solid materials to deform under the application of
an external force and to regain their original shape i.e elasticity is required
for the analysis of complex structures.
H Principal stresses,stress on an arbitrary plane etc. can be calculated from
stress tensor which are required for the analysis of complex structures.
H
In-depth knowledge in this area is required to classify whether the problem
is a plane strain or plane stress problem and to arrive at a safe and
economical design thereby meeting the specific needs for the public health
and safety.
M Knowledge in this area is important to carry out research work and hence
life long learning
CO5
L The study of behaviour of a structure under the action of static and
dynamic loads is required for the analysis of complex structures.
H
Mathematical modelling, formulation of governing equations, its soluion &
interpretation of results are required for vibration analysis to find dynamic
displacements, time history and modal analysis in structural dynamics
H
In-depth knowledge in this area is required to arrive at a safe and
economical design/solution thereby meeting the specific needs for the
public health and safety.
L
Research work in the field of structural engineering involves study of
response/behaviour of complex structure under dynamic loads thereby
contributing life-long learning
GAPES IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
1 Mode Shape & Modal Analysis NPTEL +
34 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Reading
books PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
1 Mode Shape & Modal Analaysis
WEB SOURCE REFERENCES:
1 https://www.youtube.com/watch?v=1iMKqDgOClQ
2 www.nptel.ac.in/syllabus/105101085/
3 www.civil.iitb.ac.in/~sghosh/CE317
4 textofvideo.nptel.iitm.ac.in/105106050/lec26.pdf
5 nptel.ac.in/courses/105106050/20
6 nptel.ac.in/courses/Webcourse-contents/IIT%20Kharagpur/.../m2l7.pdf
7 www.nptel.ac.in/courses/105101085/downloads/lec-32.pdf
8 https://www.youtube.com/watch?v=lrpj3cZrKn4
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK ☐ STUD. ASSIGNMENT ☐ WEB RESOURCES ☐LCD/SMART
BOARDS
☐ STUD.
SEMINARS
☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS ☐ STUD. SEMINARS
☐ TESTS/MODEL
EXAMS
☐ UNIV.
EXAMINATION
☐ STUD. LAB
PRACTICES
☐ STUD. VIVA ☐ MINI/MAJOR
PROJECTS
☐ CERTIFICATIONS
☐ ADD-ON
COURSES
☐ OTHERS
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES (BY
FEEDBACK, ONCE)
☐ STUDENT FEEDBACK ON FACULTY
(TWICE)
☐ ASSESSMENT OF MINI/MAJOR PROJECTS
BY EXT. EXPERTS
☐ OTHERS
35 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Prepared by Approved by
Elza Maria Rony Dr. Ruby Abraham
(Faculty) (HOD)
COURSE PLAN
Sl.
No
Date Module
Hours
Planned/
Taken
Portions planned
1 23.01.17 1 1 Plastic theory – ductility of steel-
2 24.01.17 1 2 plastic bending of beams- evaluation of fully plastic
moment –
3 25.01.17 1 1 plastic hinge – load factor – method of limit
analysis-
4 27.01.17 1 1 basic theorems- collapse load
5 30.01.17 1 1 collapse load for beams – Problem 1
6 31.01.17 1 2 collapse load for beams – Problem 2
7 01.02.17 1 1 collapse load for beams – Problem 3
8 03.02.17 1 1 collapse load for portal frames- Problem 1
9 06.02.17 1 1 collapse load for portal frames- Problem 2
10 07.02.17 1 2 collapse load for portal frames- Problem 3
11 08.02.17 2 1 Approximate methods of frame analysis: Frames
under lateral loading-portal method –
12 10.02.17 2 1 Frames under lateral loading-portal method –
Problem 1
13 13.02.17 2 1 Frames under lateral loading-portal method –
Problem 2
14 14.02.17 2 2 Frames under lateral loading-portal method –
Problem 3
15 15.02.17 2 1 Frames - cantilever method- Problem 1
16 17.02.17 2 1 Frames – cantilever method – Problem 2
36 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
17 20.02.17 2 1 Frames – cantilever method- problem 3
18 21.02.17 2 2 Frames under vertical loading –substitute frame
method.
19 22.02.17 2 1 Space frames – tension coefficients-tension
coefficient method applied to space frames.
20 27.02.17 3 1 Kani’s method-Continuous beams
21 28.02.17 3 2 Continuous beams – Problem 1
22 01.03.17 3 1 Continuous beams – Problem 2
23 03.03.17 3 1 Continuous beams – Problem 3
24 06.03.17 3 1 Analysis of portal frames (without sway only) –
Problem 1
25 07.03.17 3 2 Analysis of portal frames (without sway only) –
Problem 2
26 08.03.17 3 1 Analysis of portal frames (without sway only) –
Problem 3
27 10.03.17 3 1 Influence line diagrams for statically indeterminate
structures:
28 13.03.17 3 1 Muller Breslau‟s principle-Influence lines for
reactions-
29 14.03.17 3 2 Influence lines for shear force-.
30 15.03.17 3 1 Influence lines for bending moment
31 17.03.17 3 1 Influence lines for propped cantilever
32 20.03.17 3 1 Influence lines for two span continuous beams
33 21.03.17 4 2 Elementary theory of elasticity: State of stress at
point-
34 22.03.17 4 1 stress tensor equilibrium Equations
35 24.03.17 4 1 -stresses on arbitrary plane-
36 27.03.17 4 1 principal stresses-
37 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
37 28.03.17 4 2 strain components
38 29.03.17 4 1 – strain tensor- compatibility equations- boundary
condition equations
39 31.03.17 4 1 Two dimensional problems- plane stresses
40 03.04.17 4 1 - plane strain
41 04.04.17 4 2 – compatibility equations in two dimensional cases-
42 05.04.17 4 1 Airy‟s stress functions
43 07.04.17 5 1 Introduction to Structural Dynamics-Dynamic
systems and loads-
44 10.04.17 5 1 Free or natural vibrations-Natural Frequency-
45 11.04.17 5 2 Inertia force- -
46 12.04.17 5 1 D‟Alembert‟s principle-
47 17.04.17 5 1 Mathematical modeling of single degree of freedom
systems-
48 18.04.17 5 2 equivalent spring stiffness of combination of springs
49 19.04.17 5 1 equivalent spring stiffness of combination of springs
50 21.04.17 5 1 Revision
Tutorial Questions
Tutorial No.1
1. Determine the shape factor for the beam section shown in fig. Find also the fully plastic
moment of the beam section. Take σ y = 250N/mm2.
38 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
2. A beam AB of span l fixed at both ends has to carry a point load at a distance l/3 from the
left end. Find the value of load at the collapse condition if the plastic moment of
resistance of the left half of the beam is 2MP while the plastic moment of resistance of the
right half of the beam is MP.
Tutorial No.2
1. Analyse the frame shown in fig. by cantilever method. Take the c/s areas of all the
columns as the same.
2. Analyse the frame shown in fig. by portal method.
39 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Tutorial No.3
1. Analyse the continuous beam shown in fig. By Kani‟s method. Sketch BMD.
2. Draw the ILD for the reaction at A for a continuous beam ABC having AB span as 1.5l
and BC span as 2l.
Tutorial No.4
1. Explain plane stress problems and plane strain problems.
2. The stress components at a point wrt the 3 planes normal to coordinate axes X,Y,Z are
given as:
σ x = 200, σ y = 400, σ z = -100, τxy= -100, τyz=0, τzx= 300
Determine the stress components at a point through an inclined plane whose normal is
(2,2,1) wrt X,Y,Z axes. Also, determine normal stress and shear stress on the plane.
3. The state of strain at a point is given below:
εx = 0.001, εy = -0.003, εz = 0.002, γxy= 0.001, γyz= 0.005, γxz= -0.002. Determine strain
invariants and principal strains.
Tutorial No.5
40 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
1. Find the natural Period of vibration of a system in which a S.S beam having a span of 4m
is having a spring mass system attached at a distance of 1m from one end, the spring
having a constant of 25,000 N/m and the mass of the body is “M” kg. The circular cross
section of the beam is having a diameter of 15cm. E is 2 x 105 N/mm
2.
2. A 200 kg machine is placed at the end of 1.8m long steel (E=210 x109 N/m
2) cantilever
beam. The machine is observed to vibrate with a natural frequency of 21Hz. What is the
moment of inertia of the beam‟s cross-section about its neutral axis?
Assignment Questions
Assignment No.1
1. What is Load Factor?
2. Determine collapse load in the fixed beam shown in fig.
3. Determine plastic moment carrying capacity of frame for loading as shown in fig.
41 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Assignment No.2
1. Analyse using Kani‟s method.
2. Draw ILD for SF and reaction at B in a continuous beam ABC, pinned at A, with
roller support at B and C. Span AB is 7m and span BC is 6m.
Assignment No.3
3. Find the natural frequency of the system shown the mass of the beam is negligible in
comparison to the suspended mass. Take E = 2 x 105
N/mm2. The cross section of beam
has following dimensions: b = 120mm, d = 160mm.
4. Briefly explain D‟Alembert‟s principle and derive spring stiffness for parallel and series
connection.
42 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CE010 604:
Transportation
Engineering I
43 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
COURSE INFORMATION SHEET
PROGRAMME: CE DEGREE: BTECH
COURSE: TRANSPORTATION ENGINEERING 1 SEMESTER: S6 CREDITS: 4
COURSE CODE: CE010 604
REGULATION: 2010 COURSE TYPE: CORE
COURSE AREA/DOMAIN: CONTACT HOURS: 3+1 (Tutorial) hours/Week.
CORRESPONDING LAB COURSE CODE (IF ANY):
NIL LAB COURSE NAME: NIL
SYLLABUS:
UNIT DETAILS HOURS
I
Introduction: Transportation modes - comparison and characteristics
of highway and railway. Modem developments - Surface, elevated
and tube railways, light rail transit, high speed tracks - technologies
Railway track: Alignment- basic requirements and factors affecting
selection, Component parts of a railway track - requirements and
functions - Typical cross section - Rails - functions and requirements,
Type of rail sections, rail fastenings, wear and creep of rails - coning
of wheels, Train resistances and evaluation of hauling capacity and
tractive effort of locomotive.
Geometric design of railway track: Horizontal curves, radius - super
elevation cant deficiency - transition curves - gradients - different
types - Compensation of gradients.
15
II
Railway operation and control: Points and Crossings - Design
features of a turn out - Details of station yards and marshalling yards
- Signaling, interlocking of signals and points Principles of track
circuiting Control systems of train movements - ATC, CTC -
track circuiting
10
III
Tunnel Engineering: Tunnel sections classification tunnel
surveying alignment, transferring centre, grade into tunnel - tunnel
driving procedure shield method of tunneling, compressed air
method, tunnel boring machine, Tunnel lining, ventilation - lighting
and drainage of tunnels.
10
44 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
IV
Harbour Engineering: Harbours - classification, features,
requirements, winds and waves in the location and design of harbours.
Break waters necessity and functions, classification,
alignment, design principles, forces acting on break water -
construction, general study of quays, piers, wharves,
jetties, transit sheds and warehouses
navigational aids light houses, signals types Moorings
15
V
Dock Engineering: Docks - Functions and types - dry docks, wet
docks - form and arrangement of basins and docks - design and
construction - dock entrances floating dry docks, slip ways, dock
entrances and caissons. Dredging - functions - general study of dipper
dredger, grapple dredger, ladder dredger and hydraulic dredger.
10
TOTAL HOURS 60
TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
T1 Rao G. V, Principles of Transportation and Highway Engineering, Tata McGraw Hill
T2 Mundrey J. S, Railway Track Engineering, Tata McGraw Hill
T3 S.C. Rangawala, Railway Engineering, Charotor Publishing House
T4 S. C Saxena and S. P Arora., Railway Engineering, Dhanpat rai & Sons
T5 Subhash C. Saxena, Railway Engineering, Dhanpat rai & Sons
T6 R Srinivasan, Barbour, Dock & Tunnel Engineering, Charotor Publishing House
T7 S.P.Bindra, A course in docks and Barbour Engineering, Dhanpat rai & Sons
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
EN010104 ENGINEERING
MECHANICS
BASIC CONCEPT OF FORCES AND
THEIR APPLICATION
S1S2
EN010305 SURVEYING 1 CONCEPT OF CURVES S3
COURSE OBJECTIVES:
45 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
1 To gain an in-depth knowledge on operating characteristics of facilities such as railways
and water transportation
COURSE OUTCOMES:
SNO DESCRIPTION PO
MAPPING
1 Able to define the geometric parameters of a railway track
2 Able to compare different modes of transportation
3 Able to design a turnout
4 Ale to classify the tunnels
5 Able to describe various tunnel driving procedures
6 Able to define various navigational aids
7 Able to explain the functions of docks
GAPES IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
1 DIFFERENT TYPES OF CONTROL SYSTEMS OF TRAIN MOVEMENTS Seminars,
NPTEL,
Industrial
visit
2 TYPES OF TUNNEL DRIVING PROCEDURE Seminars,
NPTEL
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
1 Welding of rails
2 Sleeper design
WEB SOURCE REFERENCES:
1 http://nptel.ac.in/
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK ☐ STUD. ASSIGNMENT ☐ WEB RESOURCES
☐ LCD/SMART BOARDS ☐ STUD. SEMINARS ☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS ☐ STUD. SEMINARS ☐ TESTS/MODEL EXAMS ☐ UNIV. EXAMINATION
☐ STUD. LAB PRACTICES ☐ STUD. VIVA ☐ MINI/MAJOR PROJECTS ☐ CERTIFICATIONS
☐ ADD-ON COURSES ☐ OTHERS
46 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES (BY FEEDBACK,
ONCE)
☐ STUDENT FEEDBACK ON FACULTY (TWICE)
☐ ASSESSMENT OF MINI/MAJOR PROJECTS BY EXT. EXPERTS ☐ OTHERS
TRANSPORTATION ENGINEERING I
PO MAPPING
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 H M L M
CO2 H M L M
CO3 H M L M
CO4 H M L M
CO5 H M L M
CO6 H M L M
CO7 H M L M
JUSTIFICATION
CO1-7 for
PO1
Application of knowledge of engineering fundamentals to the solution of
complex transportation engineering problems
CO1-7 for
PO2
Identification, formulation and analysis of transportation problems using
principles of engineering sciences
CO1-7 for
PO6
Application of knowledge to assess transportation engineering problems
CO1-7 for
PO8
Application of ethical principles and responsibilities towards transportation
engineering problems
Prepared by Approved by
Arun T Moonjely K A OUSEPH
47 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
COURSE PLAN
SL NO DATE TOPICS NO OF HOURS
REQUIRED
MODULE 1
1 Introduction: Transportation modes
- comparison and characteristics of
highway and railway. Modern
developments – Surface, elevated and
tube railways, light rail transit, high
speed tracks - technologies
2
2 Railway track: Alignment- basic
requirements and factors affecting
selection,
Component parts of a railway track -
requirements and functions
2
3 Typical cross
section - Rails – functions and
requirements
2
4 Type of rail sections, rail fastenings,
wear and creep of rails
2
5 coning of wheels, Train resistances
and evaluation of
hauling capacity and tractive effort of
locomotive.
2
6 Geometric design of railway track:
Horizontal curves, radius – super
elevation -
cant deficiency - transition curves -
gradients - different types -
Compensation of
gradients.
4
MODULE 2
7 Points and Crossings – Design
features of a turn out
2
8 Details of station yards and
marshalling yards
1
9 Signaling, interlocking of
signals and points
2
10 Principles of track circuiting -Control
systems of train movements – ATC,
2
48 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CTC – track circuiting
MODULE 3
11 Tunnel Engineering: Tunnel -
sections - classification - tunnel
surveying - alignment, transferring
centre, grade into tunnel
3
12 tunnel driving procedure - shield
method of tunneling, compressed air
method, tunnel boring
machine,Tunnel lining, ventilation -
lighting and drainage of tunnels
3
MODULE 4
13 Harbours – classification, features,
requirements, winds and waves in the
location and design of harbours.
5
14 Break waters - necessity and
functions, classification, alignment,
design principles, forces acting on
break water – construction, general
study of quays, piers, wharves,
jetties, transit sheds and warehouses -
navigational aids - light houses,
signals - types - Moorings
5
MODULE 5
15 Dock Engineering: Docks -
Functions and types - dry docks, wet
docks – form and arrangement of
basins and docks
2
16 design and construction – dock
entrances - floating dry docks, slip
ways, dock entrances and caissons.
3
17 Dredging – functions -general study
of dipper dredger, grapple dredger,
ladder dredger and hydraulic dredger.
2
49 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CE010 605:
Water Resources Engineering
50 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
COURSE INFORMATION SHEET
PROGRAMME: CIVIL DEGREE: BTECH
COURSE: WATER RESOURCES
ENGINEERING SEMESTER: S6 CREDITS: 4
COURSE CODE: CE010 605
REGULATION: 2010 COURSE TYPE: CORE
COURSE AREA/DOMAIN: CIVIL
ENGINEERING.
CONTACT HOURS: 3+1 (Tutorial)
hours/Week.
CORRESPONDING LAB COURSE CODE
(IF ANY): NIL LAB COURSE NAME: NIL
SYLLABUS:
UNIT DESCRIPTION HOURS
I
Irrigation: Definition-necessity of irrigation - environmental effects of
irrigation - sources of water - irrigation systems- lift and flow irrigation –
modes of irrigation - layout of irrigation schemes -historical development of
irrigation in India through ages. Soil-water-plant relation – water requirement
for crop -optimum moisture for crop growth - depth of water and frequency of
irrigation -crop seasons and important crops in India. Crop period and base
period - duty,delta and their relationship - factors affecting duty - commanded
areas and intensity of irrigation. Consumptive use of water -
evapotranspiration -determination of consumptive use - irrigation efficiencies.
13
II
Basic concepts of hydrology: Hydrological cycle and its components - rainfall
- rain gauge- mean precipitation over a catchment area - run off - factors
affecting runoff - hydrograph - direct run off and base flow - unit hydrograph
- S. hydrograph – applications of unit hydrograph. Estimation of runoff:
Empirical formula, infiltration method, rational method - flood estimation -
flood frequency, unit hydrograph method and empirical formula.
10
III
Ground water: Definitions- porosity - specific yield - specific retention -
storage coefficient-coefficient of permeability and transmissibility. Ground
water velocity- Darcy's equation - flow towards wells - Dupit's theory of
aquifers. Wells-shallow wells - deep wells - yield of an open well - constant
level pumping test and recuperation test - tube wells - strainer, cavity and
slotted tube wells- factors governing the selection of site and type of tube
wells. Infiltration galleries and wells.
13
IV
Flow irrigation: canal system - classification of canals and their alignment -
requirements of a good distribution system-balancing depth - section of canal.
Design of canals in alluvial soils - silt theories - non silting and non scouring
velocity. Kennedy's theory -Lacey's theory - design of unlined canal using the
13
51 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
two theories in alluvial soils - bed load and suspended load - canal outlets -
requirements of good canal outlets - non modular - semi modular - modular
outlets.
V
Reservoir planning: Investigation - selection of site - storage zones in a
reservoir - mass inflow curve - demand curve - calculation of reservoir
capacity and safe yield from mass inflow curve - reservoir sedimentation -
reservoir sediment control - single purpose reservoirs - multi purpose
reservoirs - useful life of a reservoir. River training works: guide banks,
groynes and marginal bunds – flood control - causes - methods of flood
control - principles of flood routing. Soil conservation: water logging and its
control - reclamation of salt affected land
11
TOTAL HOURS 60
TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
T1 . P.M.Modi, Irrigation-water recourses and water power, Standard book house, Delhi
T2 S. K.Garg, Irrigation and hydraulic structures, S. K.Garg, Khanna publishers
T3 B C Punmia, Pande B B Lal, Irrigation and water power engineering, Laxmi
Publications
T4 R. K. Linsley, M. A. Kholer, L. H. Paulhur, Hydrology for Engineerers, Tata Mc
Graw Hill
T5 V. B. Priyani, Irrigation and water power Engg. , Charotar Book stall.
T6 . Bharat Singer, Fundamentals of Irrigation Engineering.
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
EN010104 ENGINEERING
MECHANICS
BASIC CONCEPTS OF FORCES
AND THEIR APPLICATIONS.
S1S2
EN010
404
OPEN CHANNEL
FLOW AND
HYDRAULIC
MACHINES
CONCEPTS OF BOUYANCY
AND PRESSURE.
S4
52 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
Students are expected to realize the importance of water resources and ts applications in
irrigation engineering.
COURSE OUTCOMES:
SNO DESCRIPTION PO
MAPPING
1 Ability to understand the basics of water resources engineering.
2 Ability to understand Irrigatiton requirements and models of irrigation
3 Ability to understand basics of hydrology.
4 Ability to understand permeability of different types of soils.
5 Ability to understand canal systems.
6 Ability to understand silt theories.
7 Ability to understand reservoir planning and flood flow.
GAPES IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION
REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
1 RUNOFF LOSSES DUE TO INTERCEPTION
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY
VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
1 PRINCIPLES OF CHANNEL ROUTING
2 INDIAN STANDARDS FOR USE IN DESIGN OF IRRIGATION AND HYDRAULIC
STRUCTURES
WEB SOURCE REFERENCES:
53 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
1 NPTEL
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK &
TALK
☐ STUD.
ASSIGNMENT
☐ WEB
RESOURCES
☐ LCD/SMART
BOARDS
☐ STUD.
SEMINARS
☐ ADD-ON
COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS ☐ STUD.
SEMINARS
☐ TESTS/MODEL
EXAMS
☐ UNIV.
EXAMINATION
☐ STUD. LAB
PRACTICES
☐ STUD. VIVA ☐ MINI/MAJOR
PROJECTS
☐
CERTIFICATIONS
☐ ADD-ON
COURSES
☐ OTHERS
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES
(BY FEEDBACK, ONCE)
☐ STUDENT FEEDBACK ON
FACULTY (TWICE)
☐ ASSESSMENT OF MINI/MAJOR
PROJECTS BY EXT. EXPERTS
☐ OTHERS
PO CO Mapping
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 H H M L
CO2 H H M L
CO3 H H M L
CO4 H H M L
CO5 H H M L
CO6 H H M L
54 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CO7 H H M L
JUSTIFICATION
COURSE
OUT
COME
PROGRAM
OUTCOME MAPPING
CO1
PO 1 H
PO2 H
PO3 M
PO12 L
CO2
PO1 H
PO2 H
PO3 M
PO12 L
CO3
PO1 H
PO2 H
PO3 M
PO12 L
CO4
PO1 H
PO2 H
PO3 M
PO12 L
CO5
PO1 H
PO2 H
PO3 M
PO12 L
CO6
PO1 H
PO2 H
PO3 M
PO12 L
CO7 PO1 H
PO2 H
PO3 M
PO12 L
55 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
DAY PLANNED
1 Introduction to irrigation
2 Modes of irrigation
3 Border strip irrigation
4 Soil water plant relation
5 Problems
6 Water requirement of crop
7 Optimum moisture for crop growth
8 Depth of water and frequency of irrigation
9 Crop period and base period.
10 Duty, delta and their relationship
56 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
11 Consumptive use of water
12 Irrigation efficiencies
13 Hydrological Cycle and Components
14 Mean precipitation over catchment area
15 Direct runoff and base flow
16 Unit hydrograph
17 Applications of unit hydrograph
57 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
18 Estimation of runoff, Empirical formula
19 Infiltration method
20 Rational method
21 Flood estimation, Flood frequency
22 Unit hydrograph method, Empirical formula
23 ground water posp.yield, sp.retension.rocity,
58 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
24 Storage constant, Coefft of permiability and Transmissibility.
25 Darcy's equation, flow towards well
26 Dupit's theory of aquifiers.
27 Shallow wells, Deep wells, Yield of an well
28 Constant level pumping test and recuperation test
59 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
29 Tube wells, stainer, cavity and slotted tube wells.
30 Factors governing the selection of site and type of tube wells.
31 Infiltration galleries and wells.
32 Flow irrigation: Canal system
33 Classification of canals and their alignment
34 Requirements of a good distribution system
60 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
35 Balancing depth, Section of canal
36 Design of canals in alluvial soil
37 Silt theories, Nonsilting and nonscouring velocity
38 Kennedy's Theory, Lacey's theory
39 Design of unlined canal using two theories in alluvial soil
61 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
40 Bed load and suspended load
41 Canal outlets, Requirement of good canal outlets
42 Nonmodular, Semimodular, modular outlets, Reservoir planning
43 Storage zones in a reservoir- demand curve, Reservoir capacity
62 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
44 Safe yield from mass inflow curve, Reservoir sedimentation
45 Single purpose reservoirs, Multipurpose reservoirs
46 Useful life of a reservoir, River training works.
47 Groyns and marginal bunds
48 Flood control, Flood routing, Water logging
49 Reclamation of salt affected land
63 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
TUTORIAL QUESTIONS
1. A certain crop is grown in area of 4000 hectares which is fed by canal system.
The data pertaining to irrigation area are as follows:
Field Capacity 25%
Optimum moisture 12%
Permanent wilting point 10%
Effective depth of root zone 90 cm
Relative density of soil 1.4
Frequency of irrigation 12 days
Over all efficiency 25%
Find
( i)Daily consumptive use
(ii)The water discharge in m3/sec required in the canal feeding the area.
ASSIGNMENT QUESTIONS
ASSIGNMENT 1
1) What are the different types of irrigation systems?
2) Define hydrologic cycle. What are the components of hydrologic cycle?
3) Explain the terms „duty‟ and „delta‟. Derive a relation between the two.
4) Define following terms: (i)Field capacity(ii)Wilting point (iii)Permanent wilting point
(iv)Readily available soil moisture (v) Evapotranspiration
5) Define runoff. What are its factors? List the factors affecting runoff from a catchment.
6) (a) Define irrigation. Discuss the necessity of irrigation.
(b)Define the terms(i)GCA;(ii)CCA;(iii)kor depth;(iv)kor period;(v)Outlet factor
7) (a) List the various modes of distribution of water in the field for irrigation.
(b) A stream of 125 litres/sec was diverted from a canal and 100 lit/sec was delivered to
the Field. An area of 1.6 Ha was irrigated in 8 hours. The effective depth of root zone was
1.7m. Runoff loss in the field was 420 m3. The depth of water penetration various linearly
from 1.7m at the head end of the field to 1.3m at the tail end. Available moisture holding
64 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
capacity Of the Soil is 20cm per m depth of soil.Existing moisture content was 50% of the
moisture holding capacity.Determine (i) Water conveyance efficiency (ii) Water
application efficiency.
(iii) Water storage efficiency (iv) Water distribution efficiency.
8) (a) Briefly explain various irrigation efficiencies
(b)A certain crop is grown in area of 4000 hectares which is fed by a canal system. The
data
pertaining to irrigation area are as follows:
Field capacity of soil : 25%
Optimum moisture : 12%
Permanaent wilting point : 10%
Effective depth of root zone : 90cm
Relative density of soil : 1.4
If the frequency of irrigation is 12 days, and over all efficiency is 25%. Find
( i)Daily consumptive use
(ii)The water discharge in m3/sec required in the canal feeding the area.
9) (a) Briefly discuss any one method for estimating crop consumptive use.State the equation
used with the assumption.
(b) An irrigation canal has gross command area of 80000ha of which 90% is irrigable. The
intensity of irrigation for kharif season is 30%` and for Rabi season is 60% find the
discharge required at the head of canal if the duty at head is 800ha/cumec for kharif season
and 1700ha/cumec Rabi season
MODULE - II
10) (a)What is meant by precipitation? Explain any one method of measuring precipitation.
(b)What is meant by a hydrograph? With the help of a neat sketch, explain essential
Components of a single peaked hydrograph.
11) (a) Describe various methods of computing average rainfall over a catchment.
(b) Define υ index. How is it determined from the rainfall hyetograph?
12 (a) What is a unit hydrograph? Give the basic prepositions of unit hydrograph theory.
(b) Rainfall of magnitude 4.1cm and 2.9cm occqurring on two consecutive 4-hour
durations on a catchment of Area 27 km2 produced the following hydrograph of follow at
the outlet of the catchment. Estimate the rainfall excess and υ index of storm.
65 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
13) (a)What is meant by runoff? List the various factors on which it depends.
(b)Write applications of unit hydrograph.
ASSIGNMENT 2
)Define terms specific yield and specific retention.
15) Explain the terms: (i) Aquifer; (ii) Aquiclude; (iii) Aquitard; (iv) Aquifuge
16) Explain Darcy‟s law. What are its assumptions? Discus its validity.
17) Derive expression for discharge from a well in an unconfined aquifer. The well fully
penetrates in it.
18) Describe various types of open wells and tube wells.
19) Explain gravity springs, infiltration wells, and infiltration galleries.
20) Differentiate between tube wells and open wells.
21) A20cm diameter tube well taps and artesian aquifer.Find the yield for a draw down of 3m
in the we ll,. The the length of the strainer is 30m, and the coefficient of permeability of
the aquifer is 35m /day. Assume radius of influence as 30m.If all other conditions remain
the same,find the percent change in yield under the following conditions.(i) Diameter of
well is 40cm; (ii) Draw down is 6m
22) Define porosity and storage coefficient.
MODULE - IV
23) State major functions of a canal head canal regulator.
24) what is a canal outlet? What are the requirements of canal outlet.
25) Explain how the canals are classified based on different criteria.
26) Describe the procedure for designing and irrigtion channel using Kennedy‟s theory.
27) Desing an irrigation channel in alluvial soil to carry a discharge of 30cumecs.The side
slopes are ½ H to 1 V. Assume Lacey‟s slit factor as 1and use Lacey‟s theory for design
28) What are the causes of sliting in canals? Explain how to prevent the same.
29) What is meant by balancing depth? How its determined?
66 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
30) An irrigation channel is formed in a an alluvial soil at the bed slope of 1 in 4500.If the
breadth to depth ratio for the channel is to be kept at 5.75 and kutters roughtness
coefficient is 0.0225,Design the cross section of canal. Use Kennedy‟s theroy , with
critical velocity ratio as unity. Also determine the discharge that can be allowed to flow
through it.
31) What is meant by balancing depth? How it is determined?
67 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
CE010 606 L05
Concrete Technology
68 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
COURSE INFORMATION SHEET
PROGRAMME: CE DEGREE: BTECH
COURSE:CONCRETE TECHNOLOGY SEMESTER: S6 CREDITS: 4
COURSE CODE:
REGULATION: 2010 COURSE TYPE: ELECTIVE
COURSE AREA/DOMAIN: CONTACT HOURS: 2+2 (Tutorial) hours/Week.
CORRESPONDING LAB COURSE CODE (IF ANY):
NIL LAB COURSE NAME: MT LAB 2
SYLLABUS:
UNIT DETAILS HOURS
I
Concrete materials: cement: Bougue‟s chemical compositions,Additives,Test
for properties of cement-Physical,Chemical,Relevance and IS
specification.Hydration- Product of hydration,Phases of concrete,Structure of
Hydrated cement paste(HCP):Strength,Dimensinoal stability and
Durability.Transition Zone in concrete:-Significance of transition
zone,Structure of transition zone,Strength of transition zone and Influence of
transition zone.Aggregates:-requirements,size,shape and texture,Grading of
aggregate,Aggregate crushing strength,Specific gravity,Flakiness
index,Elongation index,Impact value,Abrasion value,IS specification.Alkali
aggregate reaction.Water:-General requirement,Quality.Retarders-workability
agents-Damp proofing agents-Miscellaneous admixtures-Quality control.
13
II
Fresh Concrete: Workability-factors affecting-measurement of workability-
different tests for workability-segregation-bleeding-process of manufacture of
concrete-Batching-mixing-transportation-compaction-curing of concrete-air
entraining agents-Accelerators
12
III
Elastic properties of concrete –factors affecting modulus of elasticity –Strength
of concrete :w/c ratio- gel/space ratio-Gain of strength with age- accelerated
curing tests – maturity concept of concrete- effect of maximum size of
aggregate on strength- relation between compressive strength and tensile
strength- revibration - high speed slurry mixing- creep- shrinkage- factors
affecting.
12
IV
Durability of concrete:-Sulphate attack-methods of controlling sulphat attack.
Durability of concrete in sea water- action of organic acids, mineral oils, sugar
etc. on hard concrete – thermal properties of concrete- Fire resistance cracks in
concrete-Remedies, testing of hardened concrete ,Flexural strength-
comparison of cube test and cylinder test-Indirect tension test methods-
concrete mix design- IS methods- ACI methods-mean strength- characteristic
compressive strength- Non destructive testing of concrete.
12
V
Special aggregates : light weight-artificial-natural-special concrete no fine
concrete- high density concrete –sulphur infiltrated concrete – fibre reinforced
concrete- polymer concrete- polymer impregnated concrete- polymer cement
concrete- properties polymer concrete- special concreting methods- cold
11
69 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
weather concreting- hot weather concreting- ferrocement.
TOTAL HOURS 60
TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
T1 M.S.Shetty, Concrete Technology
T2 A.M. Neville, Properties of concrete
T3 A.R. Santhakumar-Concrete technology T4 Krishnaraju N,Concrete technology 2.
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
EN010
102
BASIC CIVIL
ENGINEERING
Properties of cement, aggregate
…etc,process of making concrete,
curing methods …etc.
S1S2
EN010
104
MATERIAL TEST LAB 2 Non destructive test on concrete ,test
on cement,concrete …etc.Flexural
strength test
S6
COURSE OBJECTIVES:
1.
2.
3.
4.
5.
To understand the properties of ingredients of concrete
To study the behavior of concrete at its fresh and hardened state
To study about the concrete design mix
To know about the procedures in concreting
To understand special concrete and its use
COURSE OUTCOMES:
SL
NO
DESCRIPTION
1 Ability to understand the properties of concrete and its strength for various situations.
2 Ability to analyse and check the quality of materials used for construction.
3 Ability to supervise the construction work with quality control.
70 COURSE HANDOUT – S6 CE
Rajagiri School of Engineering and Technology
4 Ability to apply various methods of concreting in different climatic conditions.
5 Ability to select materials for construction depending up on the type of construction.
6 Ability to understand the damages or defects in the concrete structures.
7 Ability to suggest remedial measures for the defects in the concrete structure to a certain
extent.
GAPS IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
1 More remedial measures for the defects in concrete structures. NPTEL
2 Case studies for different type of structures. NPTEL
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
1 Cement manufacturing process,Types of cement
WEB SOURCE REFERENCES:
1 www.nptel.com, www.construction learning .com
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK ☐ STUD. ASSIGNMENT ☐ WEB RESOURCES
☐ /SMART BOARDS LCD ☐ STUD. SEMINARS ☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS ☐ STUD. SEMINARS ☐ TESTS/MODEL EXAMS ☐ UNIV. EXAMINATION
☐ STUD. LAB PRACTICES ☐ STUD. VIVA ☐ MINI/MAJOR PROJECTS ☐ CERTIFICATIONS
☐ ADD-ON COURSES ☐ OTHERS
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES
(BY FEEDBACK,Once)
☐ STUDENT FEEDBACK ON FACULTY (TWICE)
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☐ ASSESSMENT OF MINI/MAJOR PROJECTS BY EXT. EXPERTS ☐ OTHERS
CO7 L
PO Mapping
JUSTIFICATION
CO 1to 7-PO1 It is the knowledge to understand the engineering problems and to suggest
suggestions
CO1 to 7-PO8 It is the awareness to follow the norms of engineering practices
CO1 to -7-PO9 It is the knowledge to wok as an individual or as a team player/
COI to-7-PO1 It help the students to do the engineering specialization like special type of
Concreting
CO1 to-7 It is the knowledge to select the materials and the quality of the materials
CO1 to-7 It is the knowledge to analyse the complex engineering problems
CO1 to-7 It is the knowledge acquired to practice the solutions to the defects in the
Concrete.
Modulewise Tutorial Questions
Module 1
1.what are the tests for the properties of cement?
2.Explain the structure of hydrated cement paste
The PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 M
CO2 M
CO3 M
CO4 M \
CO5 M
CO6 L
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3.what is meant by transition zone in concrete? Explain its significance
4.what are the tests for aggregates? Explain
5.What is meant by alkali aggregate reaction?Explain
Module 2
1.What is workability?What are the factors affecting workability?Explain the
tests for workability
2.Explain the terms segregation and bleeding
3.What are the process of manufacturing of concrete
4.What is curing ?What are the curing methods of concrete?
5.What are admixtures? Explain the different types of admixtures also its
Effects in concrete
Module 3
1.What are the elastic properties of concrte?Explain the factors affecting
2.What is meant by gel/space ratio?
3.What is meant by accelerated curing tests?
4.What is meant by maturity concept of concrete?
5.Explain the size of aggregate w.r.to concrete
6.Explain the relation between compressive and tensile strength.
7.What is revibration and high speed slurry mixing?
8.What is creep and shrinkage ,what are the factors affecting?
Module 4
1.What is sulphate attack ?
2.What are the methods of controlling sulphate attack?
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3.Explain durability of concrete in sea water?
4. What are the actions of organic acids, mineral oils, sugar etc. on
Hardened concrete?
5. What are the thermal properties of concrete?
6. What are the remedial measures for cracks in concrete?
7.Explain Flexural strength test
8.Compare cube test and cylinder test
9.Explain indirect tension methods
10.Explain concrete mix design.IS method and ACI methds
11.Explain non destructive testing of concrete
Module 5
1. Explain special concrete and different types of special concrete
and the different types
2.What are the special concreting methods.?Explain each
3.What is ferro cement?Explain its advantages
Assignment questions- 1
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1. What is workability? What are the factors affecting workability? Explain the
Tests for workability
2. What are admixtures? Explain the different types of admixtures also its
Effects in concrete
3. Explain the terms segregation and bleeding
4. What is meant by accelerated curing tests?
5. What is creep and shrinkage? What are the factors affecting?
6. What are the processes of manufacturing of concrete?
7. What are the elastic properties of concrete? Explain the factors affecting
8.What is curing ?What are the different methods of curing?
Assignment questions -2
1What is sulphate attack in concrete structures?Explain the methods to control sulphate attack
2.Explain durability of concrete in sea water.What are the factors affecting?
3.Explain Flexural strength test
4.Explain indirect Tension test methods
5.Explain concrete mix design.IS Method and ACI Method
6.Explain nondestructive test in concrete
7.Explain special concrete and different types of special concreting methods
8.What is Ferrocement?Explain its advantages
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CE010 607: Computer Aided Design
&
Drafting Lab
COURSE INFORMATION SHEET
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PROGRAMME: CIVIL ENGINEERING DEGREE: BTECH
COURSE: CADD LAB SEMESTER: 6 CREDITS: 4
COURSE CODE: CE 010 607
REGULATION: 2010
COURSE TYPE: CORE
COURSE AREA/DOMAIN: CIVIL
ENGINEERING
CONTACT HOURS: 6 Hours/Week.
CORRESPONDING LAB COURSE CODE (IF
ANY): NIL
LAB COURSE NAME: NA
SYLLABUS: UNIT DETAILS HOURS
I
Exposure to different categories of building (Private, Public, Residential,
Flats, Offices,
Clubs/Recreational buildings etc.- Local visit and preparation of sketches
Functional requirements of buildings – Different functional units of a
building- Requirements
regarding Area, Height, Head room, Width of passage way, Lighting,
Ventilation, Public
amenities, Setback, Parking, clearance from electric lines, Provision and
location of septic Tankclearance
from well, Familiarity with norms in National Building Code and local
building rules.
II
Study of building plans (Residential / Commercial / Public buildings /
Office/Flats / Cottages
etc. ) sanctioned by local authority.
Preparation of 2D drawing- Advantages of CAD over manual drafting-
Features of CAD
software-menus and tool bars-Concept of drawing in true size- Drawing units-
Drawing tools-
Editing tools- Controlling display-(zoom, pan, regeneration, redraw)
Productivity toolsmirror,
copy,block,array,Detailing-layers,color,linetype,ltscale,hatch Inquiry –area,
dimension
Plotting- scale. Specifications for drawings
III
Preparation of 3D drawings- Concept of 3D drawing- viewpoint, real-time
3D rotation, 3D
modeling techniques- wire modeling, surface modeling, surface revolution,
3D face. Elevation
and thickness - addition and subtraction of 3d objects. Shading - rendering.
Application of CAD to Civil Engineering Drawing with emphasis on
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architectural appearance.
Residential, Public buildings complete in all aspect including layout plan,
section, elevation,
details/specifications/joinery and site plan taken in standard scale with title
block.
IV
Exposure to 3D studio and 3D Max
A term project submitted individually and suitable for submitting to local
bodies for approval
incorporating local building rules and NBC provisions is compulsory for
external evaluation.
Assignments:- Submission of neat dimensioned line sketches from local visit
Collection and study of approved building plan
Preparing an Elevation for given plans
Preparing Plans based on requirements of
TOTAL HOURS 60
TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
R1 Reference manual of the package.
R2 National building code of India.
R3 Shah & Kale, Building Drawing, Tata McGraw Hill.
R4 Balgopal T.S.Prabhu, Building Drawing and Detailing, SPADES Calicut.
R5 Sham Tickoo, Understanding Auto CAD2002, Tata McGraw Hill.
R6 Sham Tickoo, Auto CAD2002 with applications, Tata McGraw Hill.
R7 Reference manual of the package.
R8 National building code of India.
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
CE 010 406 Civil Engineering Drawing Building Drawings, Plan- Section,
Elevation 4
COURSE OBJECTIVES:
1 To provide familiarity with functional requirements and regulations related to buildings
and
2 to enable students to prepare neat building drawings with CAD software so as to minimize
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COURSE OUTCOMES:
SNO DESCRIPTION PO
MAPPING
1 Ability of the student to develop line sketches for different buildings based
on the given functional requirements
2
Ability of the student to implement different functional units of a building -
requirements regarding area, headroom, lighting, ventilation, set backing,
position of well and septic tank etc. and to draw the site plan
3
Ability of the student to plan and develop line sketches and working
drawings of a School Building as per area and functional requirements in
AutoCAD
4 Ability of the student to apply CAD to civil engineering drawing with
emphasis on architectural appearance
5
Ability of the student to draw the plan, section and elevation of residential
and public buildings in all aspects including layout plan, section, elevation
details, joinery and site plan in standard scale with title block
GAPES IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
WEB SOURCE REFERENCES:
1. https://docs.google.com/forms/d/1l-mMb7XNmbe5Iv-
ZpRmnqnjt3FHpN4DpfQIwO0eoBQk/viewform?c=0&w=1&usp=mail_form_link
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DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK ☐ STUD. ASSIGNMENT ☐ WEB RESOURCES ☐LCD/SMART
BOARDS
☐ STUD.
SEMINARS
☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS ☐ STUD. SEMINARS
☐ TESTS/MODEL
EXAMS
☐ UNIV.
EXAMINATION
☐ STUD. LAB
PRACTICES
☐ STUD. VIVA ☐ MINI/MAJOR
PROJECTS
☐ CERTIFICATIONS
☐ ADD-ON
COURSES
☐ OTHERS
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES (BY
FEEDBACK, ONCE)
☐ STUDENT FEEDBACK ON FACULTY
(TWICE)
☐ ASSESSMENT OF MINI/MAJOR PROJECTS
BY EXT. EXPERTS
☐ OTHERS
Prepared by Approved by
Ms. Tressa Kurian Dr. Ruby Abraham
(Faculty) (HOD)
Course Plan
DATE TOPIC COVERED
Day 1
Introduction to AutoCAD, Exercise using AutoCAD Commands
Day 2
Single Storey Residential Building I
Day 3
Single Storey Residential Building II
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Day 4
School Building
Day 5
Primary Health Centre
Day 6
Double Storey Residential Building
Day 7
A Nationalized Bank
Day 8
A Public Library
Day 9
A cinema theatre
Day 10 Preparation of 3D Drawings
CADD Open Questions
1. What is meant by engineering drawing?
2. What is meant by solid geometry?
3. How many axes do Cartesian coordinate system has?
4. What is meant by CAD?
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5. What are the different softwares used for CAD?
6. What are the important hardware systems used for CAD?
7. What is absolute coordinates?
8. What is the difference between chamfer and Fillet?
9. Which is the direction for positive angle?
10. Which is the direction of negative angle?
11. What is meant by Cartesian coordinate system?
12. What is meant by dimensioning?
13. What is an ortho mode?
14. What is the use of OFFSET command?
15. What is the difference between UNDO & REDO?
16. What are the different methods for drawing an arc?
17. How to activate isometric axes in CAD?
18. Which is the latest version of SolidsWorks?
19. What is the use of extruded feature in Solidsworks?
20. How can we make a hole in a solid rectangle using Solidsworks?
21. How do you change a dimension value in solidsworks?
22. Is it possible to make a feature using an overdefined sketch?
23. What are the advantages of CAD software‟s?
24. What do you meant by GUI?
25. States some of the tool bars used in CAD?
26. States some of the commonly used commands in Cad software‟s?
27. What is the usage of ZOOM command?
28. What is need for setting LIMITS?
29. Differentiate First angle & Third angle Projection?
30. Differentiate orthographic and isometric projections?
31. What are the applications of CAD?
32. Define polar co ordinates.
33. Define aligned dimension?
34. What is. dwg?
35. Define MIRROR?
36. What is a hatch patterns?
37. What is an object snap mode?
38. Define block?
39. Define relative co-ordinates?
40. What is the use of TRIM command?
41. What are the uses of Layer?
42. How can explode a Block?
43. What is the use of ARRAY command?
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44. What is the use of EXTEND Command?
45. Define a polyline?
46. What is meant by a context menu in a CAD software?
47. Name the main components of a CAD GUI?
48. What is the use of MIRROR command?
49. What is the difference between linear dimension and aligned dimension?
50. What are the advantages of CAD software?
Advanced Questions
1. A Public Library:
The site for the purpose is a flat land. The land measures 70m (N-S) and 100m (E-W) with a 10m
wide road on one of the shorter sides facing East. The general requirements are:
1. Reading hall to seat 100 users.
2. Stacking of books on ground floor near reading hall and on the mezzanine overlooking the
reading hall. Arrangement for atleast 50 shelves of 1 m x 2.1 m (height) x 0.45 m (depth) to be
worked out.
3. Librarian‟s room, Assistant Librarian‟s room and office.
4. Indexing, Binding, and classifying section.
5. Xerox room, Microfilm, etc.
6. Issue and return counter.
7. Magazine and periodical section for 25 periodicals.
8. Entrance lobby and space for occasional book exhibition.
9. Toilets.
Other additional requirements, to be assumed suitably.
Prepare the following drawings to explain the design.
(a) Plans
(b) Sections
(c) Front elevation
2. You are required to design a cinema theatre to be located in an important commercial area in
Kozhikode city. A plot of land measuring 120 m x 140 m abutting a 12 m wide road on the
Western side has been selected for the project. The road on the longer side of the plot. There is a
gradual ground slope of 1/20 from East to West. Applicable building rules, requirements and
approximate areas are given below:
Building Rules:
The minimum setback in front - 12 m
The minimum setback in rear – 3 m
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Rajagiri School of Engineering and Technology
The minimum setback on each side – 6 m
Maximum ground coverage – 40%.
Requirements:
1. Seating area of 1000 persons – 600 sq.m
2. Lounges with adequate toilet facilities – 100 sq.m
3. Snack bar – 20 sq.m
4. Ticket booths for regular and advance booking – 1 for each class.
5. Projection room – 30 sq.m
6. Rewinding room – 30 sq.m
7. Manager‟s office with toilet – 20 sq.m
8. Accountant‟s office – 15 sq.m
9. Car parking space for 30 cars
10. Two-wheeler parking for 50 vehicles.
11. Cycle stand for 100 cycles.
Drawing required:
(a) plan
(c) section
(d) elevation
3. You are invited to be take part in the competition for designing a fine arts college in your
locality. The site will be in the proximity of an existing museum, and with good number of trees.
The site has a 12m road on the East side. There is no restriction for the site dimensions. However
the total area on the ground floor including landscaping and parking shall not exceed 3 acres. (1
acre is roughly 4000 sq.m). The following are the main requirements:
1. Entrance lobby and office – 60 sq.m
2. Principal‟s chamber with toilet – 30 sq.m
3. Exhibition hall for visitor‟s – 100 sq.m
4. Library including reading room – 120 sq.m
5. Professor‟s room with toilets – 5 Nos. 20 sq.m each
6. Assistant Professor‟s room with common toilets – 10 Nos. 12 sq.m each
7. Lecturer‟s cabin with 6 Lectures – 8 sq.m each
8. Girl‟s common with toilet – 60 sq.m
9. Boy‟s common room with toilet – 90 sq.m
10. Canteen – 80 sq.m
11. Workshops – 2 Nos. of 100 sq.m each
12. General store – 60 sq.m
13. Painting studio – 100 sq.m
14. Commercial art studio – 100 sq.m
15. Sculpture studio – 150 sq.m
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16. Photography room with dark room – 50 sq.m
17. 4 Class rooms – 60 sq.m each
Draw
1. Plans of floors
2. Sections to explain construction
.
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CE010 608: Material Testing Lab II
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COURSE INFORMATION SHEET
PROGRAMME: CE DEGREE: BTECH
COURSE: MATERIAL TESTING LAB II SEMESTER: S5 CREDITS: 2
COURSE CODE: CE010 608
REGULATION: 2010 COURSE TYPE: CORE
COURSE AREA/DOMAIN: CIVIL ENGINEERING CONTACT HOURS: 2 hours/Week.
CORRESPONDING LAB COURSE CODE (IF ANY):
NIL LAB COURSE NAME: NIL
SYLLABUS:
UNIT DETAILS LAB
I. Tests on cement: Standard consistency, initial and final setting time 1
II. Compressive strength of mortar cubes
III. Specific gravity, Fineness 1
IV. Test on fresh concrete: compaction factor test
V. Slump test 1
VI. Vee Bee test
VII. Flow table test 1
VIII. Compressive strength of concrete cubes
IX. Compressive strength of concrete cylinder 1
X. Flexural strength
XI. Aggregate crushing value 1
XII. Specific gravity of coarse and fine aggregate
XIII. Bulking of fine aggregate 1
XIV. Bulk density and percentage voids of coarse aggregate
XV. Grain size analysis of coarse and fine aggregate 1
XVI. Test on bricks, compressive strength, water absorption
XVII. Test on flooring tiles, transverse strength, Abration test 1
XVIII. Non -destructive test- Rebound Hammer
TOTAL LAB SESSIONS 9
TEXT/REFERENCE BOOKS:
T/R BOOK TITLE/AUTHORS/PUBLICATION
T1 A.R. Santhakumar,Concrete Technology,Oxford University Press,Chennai.
T2 M. S. Shetty, Concrete technology, S.Chand & Co.
COURSE PRE-REQUISITES:
C.CODE COURSE NAME DESCRIPTION SEM
CE010606 CONCRETE TECHNOLOGY STUDY OF CONCRETE AND
INGREDIENTS
S6
COURSE OBJECTIVES:
1 To study properties of concrete and its various constitutional materials
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COURSE OUTCOMES:
SNO DESCRIPTION PO
MAPPING
1 Able to discover the properties of fresh concrete
2 Able to describe various test procedures for fresh and hardened concrete
3 Able to judge the strength of concrete
4 Able to demonstrate experiments for testing aggregates and tiles
5 Able to operate various equipments used for testing aggregates, tiles and concrete
GAPES IN THE SYLLABUS - TO MEET INDUSTRY/PROFESSION REQUIREMENTS:
SNO DESCRIPTION PROPOSED
ACTIONS
1
2
PROPOSED ACTIONS: TOPICS BEYOND SYLLABUS/ASSIGNMENT/INDUSTRY VISIT/GUEST LECTURER/NPTEL ETC
TOPICS BEYOND SYLLABUS/ADVANCED TOPICS/DESIGN:
1
WEB SOURCE REFERENCES:
1 http://nptel.ac.in/
DELIVERY/INSTRUCTIONAL METHODOLOGIES:
☐ CHALK & TALK ☐ STUD. ASSIGNMENT ☐ WEB RESOURCES
☐ LCD/SMART BOARDS ☐ STUD. SEMINARS ☐ ADD-ON COURSES
ASSESSMENT METHODOLOGIES-DIRECT
☐ ASSIGNMENTS ☐ STUD. SEMINARS ☐ TESTS/MODEL EXAMS ☐ UNIV. EXAMINATION
☐ STUD. LAB PRACTICES ☐ STUD. VIVA ☐ MINI/MAJOR PROJECTS ☐ CERTIFICATIONS
☐ ADD-ON COURSES ☐ OTHERS
ASSESSMENT METHODOLOGIES-INDIRECT
☐ ASSESSMENT OF COURSE OUTCOMES (BY FEEDBACK,
ONCE)
☐ STUDENT FEEDBACK ON FACULTY (TWICE)
☐ ASSESSMENT OF MINI/MAJOR PROJECTS BY EXT. EXPERTS ☐ OTHERS
Prepared by
Arun T Moonjely
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COURSE PLAN OF MT LAB II
DAY EXPERIMENTS
1 Determination of fineness of cement, Compressive strength of
concrete cubes, Specific gravity of cement
2 Determination of aggregate crushing value, Flexural strength of
cement concrete
3 Bulk density, Percentage air voids, Specific gravity of coarse and
fine aggregates
4 Standard consistency of cement paste, Determination of initial and
final setting of cement, Compressive strength of cement mortar cube
5 Slump test of concrete, compacting factor test, compressive strength
test on cylinders
6 Splitting tensile strength test on concrete cylinders
7 Water absorption test on bricks, compressive strength test on bricks,
water absorption test on roofing tiles, transverse strength test on
roofing tiles
8 Abrasion test on cement concrete flooring tiles, Non destructive test,
Grain size analysis of aggregates
9 Flow table test, Vee bee consistometer test