SEMESTER VII
THEORY
CE2401 Design of Reinforced Concrete & Brick Masonry Structures CE2402 Estimation and Quantity Surveying
CE2403 Basics of Dynamics and Aseismic Design
CE2404 Prestressed Concrete Structures
E2*** Elective – II
E3*** Elective – III
PRACTICAL
CE2405 Computer Aided Design and Drafting Laboratory
CE2406 Design Project
CE2401 DESIGN OF REINFORCED CONCRETE & BRICK MASONRY STRUCTURES
UNIT I RETAINING WALLS
Design of cantilever and counter fort retaining walls
UNIT II WATER TANKS
Underground rectangular tanks – Domes – Overhead circular and rectangular tanks – Design of
staging and foundations
UNIT III SELECTED TOPICS
Design of staircases (ordinary and doglegged) – Design of flat slabs – Design of Reinforced
concrete walls – Principles of design of mat foundation, box culvert and road bridges
UNIT IV YIELD LINE THEORY
Application of virtual work method to square, rectangular, circular and triangular slabs
UNIT V BRICK MASONRY
Introduction, Classification of walls, Lateral supports and stability, effective height of wall and
columns, effective length of walls, design loads, load dispersion, permissible stresses, design of
axially and eccentrically loaded brick walls
TEXT BOOKS
1. Krishna Raju, N., “Design of RC Structures”, CBS Publishers and Distributors, Delhi,
2006
2. Dayaratnam, P., “Brick and Reinforced Brick Structures”, Oxford & IBH Publishing
House, 1997
3. Varghese, P.C., “Limit State Design of Reinforced Concrete Structures ”Prentice hall of
India Pvt Ltd New Delhi, 2007.
REFERENCES
1. Mallick, D.K. and Gupta A.P., “Reinforced Concrete”, Oxford and IBH Publishing
Company
2. Syal, I.C. and Goel, A.K., “Reinforced Concrete Structures”, A.H. Wheelers & Co. Pvt.
Ltd., 1994
3. Ram Chandra.N. and Virendra Gehlot, “Limit State Design”, Standard Book House.2004.
CE 2402 ESTIMATION AND QUANTITY SURVEYING
OBJECTIVE
This subject covers the various aspects of estimating of quantities of items of works involved in
buildings, water supply and sanitary works, road works and irrigation works. This also covers
the rate analysis, valuation of properties and preparation of reports for estimation of various
items. At the end of this course the student shall be able to estimate the material quantities,
prepare a bill of quantities, make specifications and prepare tender documents. Student should
also be able to prepare value estimates.
UNIT I ESTIMATE OF BUILDINGS
Load bearing and framed structures – Calculation of quantities of brick work, RCC, PCC,
Plastering, white washing, colour washing and painting / varnishing for shops, rooms, residential
building with flat and pitched roof – Various types of arches – Calculation of brick work and RCC
works in arches – Estimate of joineries for panelled and glazed doors, windows, ventilators,
handrails etc.
UNIT II ESTIMATE OF OTHER STRUCTURES
Estimating of septic tank, soak pit – sanitary and water supply installations – water supply pipe
line – sewer line – tube well – open well – estimate of bituminous and cement concrete roads –
estimate of retaining walls – culverts – estimating of irrigation works – aqueduct, syphon, fall.
UNIT III SPECIFICATION AND TENDERS
Data – Schedule of rates – Analysis of rates – Specifications – sources – Detailed and general
specifications – Tenders – Contracts – Types of contracts – Arbitration and legal requirements.
UNIT IV VALUATION
Necessity – Basics of value engineering – Capitalised value – Depreciation – Escalation – Value
of building – Calculation of Standard rent – Mortgage – Lease
UNIT V REPORT PREPARATION
Principles for report preparation – report on estimate of residential building – Culvert – Roads –
Water supply and sanitary installations – Tube wells – Open wells.
TEXT BOOKS
1. Dutta, B.N., “Estimating and Costing in Civil Engineering”, UBS Publishers & Distributors
Pvt. Ltd., 2003
2. Kohli, D.D and Kohli, R.C., “A Text Book of Estimating and Costing (Civil)”, S.Chand &
Company Ltd., 2004
REFERENCES
1. PWD Data Book.
CE 2403 BASICS OF DYNAMICS AND ASEISMIC DESIGN
OBJECTIVE:
The main objective of this course is to introduce to the student the phenomena of earthquakes,
the process, measurements and the factors that affect the design of structures in seismic areas.
This objective is achieved through imparting rudiments of theory of vibrations necessary to
understand and analyse the dynamic forces caused by earthquakes and structures. Further, the
student is also taught the codal provisions as well as the aseismic design methodology.
UNIT I THEORY OF VIBRATIONS
Concept of inertia and damping – Types of Damping – Difference between static forces and
dynamic excitation – Degrees of freedom – SDOF idealisation – Equations of motion of SDOF
system for mass as well as base excitation – Free vibration of SDOF system – Response to
harmonic excitation – Impulse and response to unit impulse – Duhamel integral
UNIT II MULTIPLE DEGREE OF FREEDOM SYSTEM
Two degree of freedom system – Normal modes of vibration – Natural frequencies - Mode
shapes - Introduction to MDOF systems – Decoupling of equations of motion – Concept of
mode superposition (No derivations).
UNIT III ELEMENTS OF SEISMOLOGY
Causes of Earthquake – Geological faults – Tectonic plate theory – Elastic rebound – Epicentre
– Hypocentre – Primary, shear and Raleigh waves – Seismogram – Magnitude and intensity of
earthquakes – Magnitude and Intensity scales – Spectral Acceleration - Information on some
disastrous earthquakes
UNIT IV RESPONSE OF STRUCTURES TO EARTHQUAKE
Response and design spectra – Design earthquake – concept of peak acceleration – Site
specific response spectrum – Effect of soil properties and damping – Liquefaction of soils –
Importance of ductility – Methods of introducing ductility into RC structures.
UNIT V DESIGN METHODOLOGY
IS 1893, IS 13920 and IS 4326 – Codal provisions – Design as per the codes – Base isolation
techniques – Vibration control measures – Important points in mitigating effects of earthquake
on structures.
TEXT BOOKS
1. Chopra, A.K., “Dynamics of Structures – Theory and Applications to Earthquake
Engineering”, Second Edition, Pearson Education, 2003.
REFERENCES
1. Biggs, J.M., “Introduction to Structural Dynamics”, McGraw–Hill Book Co., N.Y., 1964
2. Dowrick, D.J., “Earthquake Resistant Design”, John Wiley & Sons, London, 1977
3. Paz, M., “Structural Dynamics – Theory & Computation”, CSB Publishers & Distributors,
Shahdara, Delhi, 1985
4. NPEEE Publications.
CE 2404 PRESTRESSED CONCRETE STRUCTURE
OBJECTIVE
At the end of this course the student shall have a knowledge of methods of prestressing,
advantages of prestressing concrete, the losses involved and the design methods for
prestressed concrete elements under codal provisions.
UNIT I INTRODUCTION – THEORY AND BEHAVIOUR
Basic concepts – Advantages – Materials required – Systems and methods of prestressing –
Analysis of sections – Stress concept – Strength concept – Load balancing concept – Effect of
loading on the tensile stresses in tendons – Effect of tendon profile on deflections – Factors
influencing deflections – Calculation of deflections – Short term and long term deflections -
Losses of prestress – Estimation of crack width
UNIT II DESIGN CONCEPTS
Flexural strength – Simplified procedures as per codes – strain compatibility method – Basic
concepts in selection of cross section for bending – stress distribution in end block, Design of
anchorage zone reinforcement – Limit state design criteria – Partial prestressing – Applications.
UNIT III CIRCULAR PRESTRESSING
Design of prestressed concrete tanks – Pipes
UNIT IV COMPOSITE CONSTRUCTION
Analysis for stresses – Estimate for deflections – Flexural and shear strength of composite
members
UNIT V PRE-STRESSED CONCRETE BRIDGES
General aspects – pretensioned prestressed bridge decks – Post tensioned prestressed bridge
decks – Principles of design only.
TEXT BOOKS
1. Krishna Raju N., Prestressed concrete, Tata McGraw Hill Company, New Delhi 1998
2. Mallic S.K. and Gupta A.P., Prestressed concrete, Oxford and IBH publishing Co. Pvt.
Ltd. 1997.
3. Rajagopalan, N, “Prestressed Concrete”, Alpha Science, 2002
REFERENCES
1. Ramaswamy G.S., Modern prestressed concrete design, Arnold Heinimen, New Delhi,
1990
2. Lin T.Y. Design of prestressed concrete structures, Asia Publishing House, Bombay
1995.
3. David A.Sheppard, William R. and Philips, Plant Cast precast and prestressed concrete
– A design guide, McGraw Hill, New Delhi 1992.
CE 2405 COMPUTER AIDED DESIGN & DRAFTING LABORATORY
OBJECTIVE
At the end of the course the student acquires hands on experience in design and preparation of
structural drawings for concrete / steel structures normally encountered in Civil Engineering
practice.
1. Design and drawing of RCC cantilever and counterfort type retaining walls with
reinforcement details
2. Design of solid slab and RCC Tee beam bridges for IRC loading and reinforcement
details
3. Design and drafting of Intz type water tank, Detailing of circular and rectangular water
tanks
4. Design of plate girder bridge – Twin Girder deck type railway bridge – Truss Girder
bridges – Detailed Drawings including connections TOTAL: 60 PERIODS
TEXT BOOKS
1. Krishna Raju, “Structural Design & Drawing (Concrete & Steel)”, CBS Publishers 2004.
2. Punmia, B.C., Ashok Kumar Jain, Arun Kumar Jain, “Design of steel structures”, Lakshmi
publications Pvt. Ltd 2003.
REFERENCES
1. Krishnamurthy, D., “Structural Design & Drawing – Vol. II”, CBS Publishers & Distributors,
Delhi 1992.
2. Krishnamurthy, D., “Structural Design & Drawing – Vol. III Steel Structures”, CBS Publishers
& Distributors, New Delhi 1992.
EXAMINATION DURATION 4 HOURS
LIST OF EQUIPMENTS
1. 1. Models of Structures - 1 each.
2. Computers Pentium IV - 30 Nos.
3. Analysis and Design Software
- Minimum 5 user License - 1 No.
4. Auto CAD Software
- Multi user License - 1 No.
CE 2406 DESIGN PROJECT
OBJECTIVE
The objective of this course is to impart and improve the design capability of the student. This
course conceives purely a design problem in any one of the disciplines of Civil Engineering;
e.g., Design of an RC structure, Design of a waste water treatment plant, Design of a foundation
system, Design of traffic intersection etc. The design problem can be allotted to either an
individual student or a group of students comprising of not more than four. At the end of the
course the group should submit a complete report on the design problem consisting of the data
given, the design calculations, specifications if any and complete set of drawings which follow
the design.
TOTAL: 60 PERIODS
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EVALUATION PROCEDURE
The method of evaluation will be as follows:
1. Internal Marks : 20 marks
(Decided by conducting 3 reviews by the guide appointed by the
Institution)
2. Evaluation of Project Report : 30 marks
(Evaluated by the external examiner appointed the University).
Every student belonging to the same group gets the same mark
3. Viva voce examination : 50 marks
(Evaluated by the internal examiner appointed by the HOD with the
approval of HOI, external examiner appointed by the University and
Guide of the course – with equal Weightage)
Total: 100 marks
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