Prestressed Concrete Structures Notes CE6702

Prestressed Concrete Structures Notes CE6702 free download Regulation 2013 Anna University. CE6702 Notes free pdf download Regulation 2013.

OUTCOMES Prestressed Concrete Structures Notes CE6702:

 Student shall have a knowledge on methods of prestressing and able to design various prestressed concrete structural elements.

TEXTBOOKS Prestressed Concrete Structures Notes CE6702:

Krishna Raju N., “Prestressed concrete”, 5th Edition, Tata McGraw Hill Company, New Delhi, 2012

Pandit.G.S. and Gupta.S.P., “Prestressed Concrete”, CBS Publishers and Distributers Pvt. Ltd, 2012.

REFERENCES Prestressed Concrete Structures Notes CE6702:

Rajagopalan.N, “Prestressed Concrete”, Narosa Publishing House, 2002.

Dayaratnam.P., “Prestressed Concrete Structures”, Oxford and IBH, 2013.

Lin T.Y. and Ned.H.Burns, “Design of prestressed Concrete Structures”, Third Edition, Wiley India Pvt. Ltd., New Delhi, 2013.

IS1343:1980, Code of Practice for Prestressed Concrete, Bureau of Indian Standards, New Delhi, 2012.

In post tensioning the concrete units are first cast by incorporating ducts or grooves to house the tendons.

When the concrete attains sufficient strength, the high tensile wires are tensioned by means of jack bearing on the end face of the members and anchored by wedges or nuts.

The forces are transmitted to the concrete by means of the end anchorages and when the cable is curved, through the radial pressure between the cable and the duct.

The space between the tendons and the duct is generally grouted after the tensioning operations.

An Over reinforced members fail by the sudden crushing of concrete. The failure being reinforced members fail by the sudden crushing of concrete.

The failure being characterized by small deflections and narrow cracks, the area of steel being comparatively large, the stresses
developed in steel at failure of the member may not reach the tensile strength.

Subject Name	Prestressed Concrete Structures
Subject Code	CE6702
Regulation	2013
File	PDF

CE6702 Notes Click Here to download

CE6702 Syllabus

---

Prestressed Concrete Structures important questions

---

CE6702 Prestressed Concrete Structures Questions Bank

---

 Structural Dynamics and Earthquake Engineering notes CE6701

Structural Dynamics and Earthquake Engineering notes CE6701 free download Regulation 2013 Anna University. CE6701 notes free pdf download.

TEXTBOOKS CE6701 Structural Dynamics and Earthquake Engineering Notes:

Chopra, A.K., “Dynamics of Structures – Theory and Applications to Earthquake Engineering”, 4th Edition, Pearson Education, 2011.

Agarwal. P and Shrikhande. M., “Earthquake Resistant Design of Structures”, Prentice Hall of India Pvt. Ltd. 2007.

Structural Dynamics and Earthquake Engineering Notes REFERENCES:

3. Biggs, J.M., “Introduction to Structural Dynamics”, McGraw Hill Book Co., New York, 1964.
4. Dowrick, D.J., “Earthquake Resistant Design”, John Wiley & Sons, London, 2009.
5. Paz, M. and Leigh.W. “Structural Dynamics – Theory & Computation”, 4th Edition, CBS Publishers & Distributors, Shahdara, Delhi, 2006.

The importance of Structural Dynamics is to find the behaviour of a structure when subjected to some action. This can be done by means of dynamics loads or vibration. Vibration is the motion of a particle or a body or a system of concentrated bodies having been displaced from a position of equilibrium, appearing as oscillation. Vibration is the study of repetitive motion of objects relative to a stationery frame of reference or equilibrium position. The system tends to return to its original equilibrium position under the action of restoring forces.

Concept of Vibration CE6701 Structural Dynamics and Earthquake Engineering notes

All bodies having mass and elasticity are capable to vibrate. The mass is inherent in the body and elasticity cause relative motion among its parts. When body particles are displaced application of external force, the internal forces in the form of elastic energy present in the body, try to bring it to its original position. At equilibrium position, the whole of the elastic energy is converted into kinetic energy and the body continuous to move in the opposite direction because of it. The whole of the kinetic energy is again converted into elastic due to which the body returns to the equilibrium position.

Subject Name	STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING
Subject Code	CE6701
Regulation	2013
File	PDF

CE6701 Notes Click Here to download

CE6701 Syllabus

---

CE6701 STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING Important Questions

---

CE6701 STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING Question Bank

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506 Regulation 2013 Anna University free download. CE6506 Notes free pdf download.

UNIT I CONCRETE TECHNOLOGY (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Cements – Grade of cements – concrete chemicals and Applications – Grade of concrete -manufacturing of concrete – Batching – mixing – transporting – placing – compaction of concrete – curing and finishing – Testing of fresh and hardened concrete – quality of concrete – Extreme Weather Concreting – Ready Mix Concrete – Non-destructive testing.

UNIT II CONSTRUCTION PRACTICES (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Specifications, details and sequence of activities and construction co-ordination – Site Clearance – Marking – Earthwork – masonry – stone masonry – Bond in masonry – concrete hollow block masonry – flooring – damp proof courses – construction joints – movement and
expansion joints – pre cast pavements – Building foundations – basements – temporary shed – centering and shuttering – slip forms – scaffoldings – de-shuttering forms – Fabrication and erection of steel trusses – frames – braced domes – laying brick –– weather
and water proof – roof finishes – acoustic and fire protection.

UNIT III SUB STRUCTURE CONSTRUCTION (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Techniques of Box jacking – Pipe Jacking -under water construction of diaphragm walls and basement-Tunneling techniques – Piling techniques – well and caisson – sinking cofferdam –
cable anchoring and grouting-driving diaphragm walls, sheet piles – shoring for deep cutting – well points -Dewatering and stand by Plant equipment for underground open excavation.

UNIT IV SUPER STRUCTURE CONSTRUCTION (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Launching girders, bridge decks, off shore platforms – special forms for shells – techniques for heavy decks – in-situ pre-stressing in high rise structures, Material handling – erecting light weight components on tall structures – Support structure for heavy Equipment and
conveyors -Erection of articulated structures, braced domes and space decks.

UNIT V CONSTRUCTION EQUIPMENT (CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Notes CE6506)

Selection of equipment for earth work – earth moving operations – types of earthwork equipment – tractors, motor graders, scrapers, front end waders, earth movers – Equipment for foundation and pile driving. Equipment for compaction, batching and mixing and concreting – Equipment for material handling and erection of structures – Equipment for dredging, trenching, tunneling

Subject Name	CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE
Subject Code	CE6506
Regulation	2013
File	PDF

CE6506 Notes Click Here to download

CE6506 Syllabus

---

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Important questions

---

CONSTRUCTION TECHNIQUES EQUIPMENT AND PRACTICE Question Bank

DESIGN OF REINFORCED CONCRETE ELEMENTS Notes CE6505

DESIGN OF REINFORCED CONCRETE ELEMENTS Notes free pdf download. CE6505 Notes DESIGN OF REINFORCED CONCRETE ELEMENTS Regulation 2013 Anna University free download.

UNIT I METHODS OF DESIGN OF CONCRETE STRUCTURES (DESIGN OF REINFORCED CONCRETE ELEMENTS Notes CE6505)

Concept of Elastic method, ultimate load method and limit state method – Advantages of Limit State Method over other methods – Design codes and specification – Limit State philosophy as detailed in IS code – Design of beams and slabs by working stress method.

UNIT II LIMIT STATE DESIGN FOR FLEXURE (DESIGN OF REINFORCED CONCRETE ELEMENTS Notes CE6505)

Analysis and design of singly and doubly reinforced rectangular and flanged beams – Analysis and design of one way, two way and continuous slabs subjected to uniformly distributed load for various boundary conditions.

UNIT III LIMIT STATE DESIGN FOR BOND, ANCHORAGE SHEAR & TORSION (DESIGN OF REINFORCED CONCRETE ELEMENTS Notes CE6505)

Behaviour of RC members in bond and Anchorage – Design requirements as per current code – Behaviour of RC beams in shear and torsion – Design of RC members for combined bending shear and torsion.

UNIT IV LIMIT STATE DESIGN OF COLUMNS (DESIGN OF REINFORCED CONCRETE ELEMENTS Notes CE6505)

Types of columns – Braced and unbraced columns – Design of short Rectangular and circular columns for axial, uniaxial and biaxial bending.

UNIT V LIMIT STATE DESIGN OF FOOTING (DESIGN OF REINFORCED CONCRETE ELEMENTS Notes CE6505)

Design of wall footing – Design of axially and eccentrically loaded rectangular pad and sloped footings – Design of combined rectangular footing for two columns only.

Subject Name	Design of Reinforced Concrete Elements
Subject Code	CE6505
Regulation	2013
File	PDF

CE6505 notes Click Here to download

CE6505 Syllabus

---

Design of Reinforced Concrete Elements important questions

---

Design of Reinforced Concrete Elements Question bank

HIGHWAY ENGINEERING Notes CE6504

HIGHWAY ENGINEERING Notes CE6504 Regulation 2013 Anna University free pdf. CE6504 Notes download free pdf.

UNIT I HIGHWAY PLANNING AND ALIGNMENT (HIGHWAY ENGINEERING Notes CE6504)

Significance of highway planning – Modal limitations towards sustainability – History of road development in India – Classification of highways – Locations and functions – Factors influencing highway alignment – Soil suitability analysis – Road ecology – Engineering surveys for alignment, objectives, conventional and modern methods.

UNIT II GEOMETRIC DESIGN OF HIGHWAYS (CE6504 Notes)

Typical cross sections of Urban and Rural roads –– Cross sectional elements – Sight distances – Horizontal curves, Super elevation, transition curves, widening at curves – Vertical curves – Gradients, Special consideration for hill roads – Hairpin bends – Lateral and vertical clearance at underpasses.

UNIT III DESIGN OF FLEXIBLE AND RIGID PAVEMENTS (HIGHWAY ENGINEERING Notes CE6504)

Design principles – pavement components and their role – Design practice for flexible and rigid Pavements (IRC methods only) – Embankments .

UNIT IV HIGHWAY CONSTRUCTION MATERIALS AND PRACTICE (CE6504 Notes)

Highway construction materials, properties, testing methods – CBR Test for subgrade – tests on aggregate & bitumen – Construction practice including modern materials and methods, Bituminous and Concrete road construction, Polymer modified bitumen, Recycling, Different materials – Glass, Fiber, Plastic, Geo-Textiles, Geo-Membrane (problem not included) – Quality control measures – Highway drainage –– Construction machineries.

UNIT V EVALUATION AND MAINTENANCE OF PAVEMENTS (HIGHWAY ENGINEERING Notes CE6504)

Pavement distress in flexible and rigid pavements – Pavement Management Systems – Pavement evaluation, roughness, present serviceability index, skid resistance, structural evaluation, evaluation by deflection measurements – Strengthening of pavements –Types of maintenance – Highway Project formulation.

Subject Name	HIGHWAY ENGINEERING
Subject Code	CE6504
Regulation	2013
File	PDF

CE6504 Notes Click Here to download

CE6504 Syllabus

---

HIGHWAY ENGINEERING Important questions

---

HIGHWAY ENGINEERING question bank

---

ENVIRONMENTAL ENGINEERING 1 Notes CE6503

ENVIRONMENTAL ENGINEERING 1 Notes CE6503 REGULATION 2013 ANNA UNIVERSITY free download. CE6503 Notes free pdf download.

UNIT I PLANNING FOR WATER SUPPLY SYSTEM (ENVIRONMENTAL ENGINEERING 1 Notes CE6503)

Public water supply system -Planning – Objectives -Design period – Population forecasting –Water demand -Sources of water and their characteristics -Surface and Groundwater- Impounding Reservoir Well hydraulics -Development and selection of source – Water quality – Characterization and standards- Impact of climate change.

UNIT II CONVEYANCE SYSTEM (ENVIRONMENTAL ENGINEERING 1 Notes CE6503)

Water supply -intake structures -Functions and drawings -Pipes and conduits for water- Pipe materials – Hydraulics of flow in pipes -Transmission main design -Laying, jointing and testing of pipes – Drawings appurtenances – Types and capacity of pumps -Selection of pumps and pipe materials.

UNIT III WATER TREATMENT (ENVIRONMENTAL ENGINEERING 1 Notes CE6503)

Objectives – Unit operations and processes – Principles, functions design and drawing of Chemical feeding, Flash mixers, flocculators, sedimentation tanks and sand filters – Disinfection- Residue Management – Construction and Operation & Maintenance aspects of Water Treatment Plants.

UNIT IV ADVANCED WATER TREATMENT (ENVIRONMENTAL ENGINEERING 1 Notes CE6503)

Principles and functions of Aeration – Iron and manganese removal, Defluoridation and demineralization -Water softening – Desalination – Membrane Systems – Recent advances.

UNIT V WATER DISTRIBUTION AND SUPPLY TO BUILDINGS (ENVIRONMENTAL ENGINEERING 1 Notes CE6503)

Requirements of water distribution -Components -Service reservoirs -Functions and drawings – Network design -Economics -Computer applications -Analysis of distribution networks – Appurtenances -operation and maintenance -Leak detection, Methods. Principles of design of water supply in buildings -House service connection -Fixtures and fittings -Systems of plumbing and drawings of types of plumbing.

Subject Name	ENVIRONMENTAL ENGINEERING 1
Subject Code	CE6503
Regulation	2013
File	PDF

CE6503 Notes Click Here to download 

CE6503 SYLLABUS

---

ENVIRONMENTAL ENGINEERING 1 important questions

---

ENVIRONMENTAL ENGINEERING 1 question bank

---

FOUNDATION ENGINEERING Notes CE6502

FOUNDATION ENGINEERING Notes CE6502 Regulation 2013 Anna University free download. CE6502 Notes pdf free download.

UNIT I SITE INVESTIGATION AND SELECTION OF FOUNDATION ENGINEERING Notes CE6502

Scope and objectives –Methods of exploration –auguring and boring –Wash boring and rotary drilling –Depth of boring –Spacing of bore hole –Sampling techniques –Representative and
undisturbed sampling – methods – Split spoon sampler, Thin wall sampler, Stationery piston sampler –Penetration tests (SPT and SCPT) – Bore log report –Data interpretation – strength
parameters and Liquefaction potential – Selection of foundation based on soil condition.

UNIT II SHALLOW FOUNDATION ENGINEERING Notes CE6502

Introduction –Location and depth of foundation –Codal provisions –bearing capacity of shallow foundation on homogeneous deposits –Terzaghi‟s formula and BIS formula –factors affecting
bearing capacity – problems – Bearing capacity from in-situ tests (SPT, SCPT and plate load)Allowable bearing pressure – Seismic considerations in bearing capacity evaluation. Determination of Settlement of foundations on granular and clay deposits –Total and differential settlement –Allowable settlements –Codal provision –Methods of minimizing total and differential settlements.

UNIT III FOOTINGS AND RAFTS FOUNDATION ENGINEERING Notes CE6502

Types of footings –Contact pressure distribution: Isolated footing –Combined footings –Types and proportioning –Mat foundation –Types and applications –Proportioning –Floating foundation
–Seismic force consideration –Codal Provision.

UNIT IV PILE FOUNDATION ENGINEERING Notes CE6502

Types of piles and their function –Factors influencing the selection of pile –Carrying capacity of single pile in granular and cohesive soil –static formula –dynamic formulae (Engineering news and
Hileys) –Capacity from insitu tests (SPT and SCPT) –Negative skin friction –uplift capacity-Group capacity by different methods (Feld‟s rule, Converse –Labarra formula and block failure criterion) –
Settlement of pile groups –Interpretation of pile load test (routine test only) –Under reamed piles – Capacity under compression and uplift.

UNIT V RETAINING WALLS FOUNDATION ENGINEERING Notes CE6502

Plastic equilibrium in soils –active and passive states –Rankine‟s theory –cohesionless and cohesive soil –Coulomb‟swedge theory –Condition for critical failure plane –Earth pressure on
retaining walls of simple configurations –Culmann Graphical method –pressure on the wall due to line load –Stability analysis of retaining walls.

Subject Name	FOUNDATION ENGINEERING
Subject Code	CE6502
Regulation	2013
File	PDF

CE6502 Notes Click Here to download

CE6502 Syllabus

---

FOUNDATION ENGINEERING Important questions

---

FOUNDATION ENGINEERING Question Bank

---

Structural Analysis 1 Notes CE6501 

Structural Analysis 1 Notes CE6501 Regulation 2013 Anna University free download. CE6501 Notes free pdf download Regulation 2013.

UNIT I INDETERMINATE FRAMES Structural Analysis 1 Notes CE6501

Degree of static and kinematic indeterminacies for plane frames – analysis of indeterminate pin-jointed frames – rigid frames (Degree of statical indeterminacy up to two) – Energy and consistent deformation methods.

UNIT II MOVING LOADS AND INFLUENCE LINES Structural Analysis 1 Notes CE6501

Influence lines for reactions in statically determinate structures –influence lines for member forces in pin-jointed frames –Influence lines for shear force and bending moment in beam sections – Calculation of critical stress resultants due to concentrated and distributed moving loads. Muller Breslau‟s–Influence linesprincipleforcontinuousbeams and single storey rigid frames – Indirect model analysis for influence lines of indeterminate structures –Beggs deformeter

UNIT III ARCHES Structural Analysis 1 Notes CE6501

Arches as structural forms –Examples of arch structures –Types of arches –Analysis of three hinged, two hinged and fixed arches, parabolic and circular arches –Settlement and temperature
effects.

UNIT IV SLOPE DEFLECTION METHOD Structural Analysis 1 Notes

Continuous beams and rigid frames (with and without sway) –Symmetry and antisymmetry – Simplification for hinged end –Support displacements

UNIT V MOMENT DISTRIBUTION METHOD CE6501 Notes

Distribution and carryover of moments –Stiffness and carry over factors –Analysis of continuous beams –Plane rigid frames with and without sway –Neylor‟s simplification.

Subject Name	STRUCTURAL ANALYSIS I
Subject Code	CE6501
Regulation	2013
File	PDF

CE6501 Notes Click Here to download

CE6501 Syllabus

---

STRUCTURAL ANALYSIS 1 Important questions

---

STRUCTURAL ANALYSIS 1 Question Bank

---

ENGINEERING GEOLOGY Notes CE6301 

ENGINEERING GEOLOGY Notes CE6301 free download REGULATION 2013 Anna University. CE6301 Notes pdf free download.

UNIT I PHYSICAL GEOLOGY ENGINEERING GEOLOGY Notes

Geology in civil engineering – branches of geology – structure of earth and its composition – weathering of rocks – scale of weathering – soils – landforms and processes associated with river, wind,
groundwater and sea – relevance to civil engineering. Plate tectonics – Earth quakes – Seismic zones in India.

UNIT II MINEROLOGY ENGINEERING GEOLOGY Notes

Physical properties of minerals – Quartz group, Feldspar group, Pyroxene – hypersthene and augite, Amphibole – hornblende, Mica – muscovite and biotite, Calcite, Gypsum and Clay minerals.

UNIT III PETROLOGY CE6301 Notes

Classification of rocks, distinction between Igneous, Sedimentary and Metamorphic rocks. Engineering properties of rocks. Description, occurrence, engineering properties, distribution and uses of
Granite, Dolerite, Basalt, Sandstone, Limestone, Laterite, Shale, Quartzite, Marble, Slate, Gneiss and Schist.

UNIT IV STRUCTURAL GEOLOGY AND GEOPHYSICAL METHODS ENGINEERING GEOLOGY Notes

Geological maps – attitude of beds, study of structures – folds, faults and joints – relevance to civil engineering. Geophysical methods –Seismic and electrical methods for subsurface investigations.

UNIT V APPLICATION OF GEOLOGICAL INVESTIGATIONS CE6301 Notes

Remote sensing for civil engineering applications; Geological conditions necessary for design and construction of Dams, Reservoirs, Tunnels, and Road cuttings – Hydrogeological investigations and mining – Coastal protection structures. Investigation of Landslides, causes and mitigation.

 

Semester	3
Subject Name	ENGINEERING GEOLOGY
Subject Code	CE6301
Regulation	2013

CE6301 Notes Click here to Download 

CE6301 Syllabus

---

ENGINEERING GEOLOGY Important questions

---

ENGINEERING GEOLOGY Question Bank

---

Surveying 1 Notes CE6304

Surveying 1 Notes CE6304 REGULATION 2013 ANNA UNIVERSITY free download. CE6304 Notes free download. Surveying 1 Regulation 2013 pdf free.

Surveying 1 Notes

Surveying can be defined as an art to determine the relative position of points on above are beneath the surface of the earth with respect to each other by measurement of horizontal and vertical distances, angles and directions.

State the principles of Surveying
Surveying is Location of a point by measurement from other points of reference and Working from whole to part.
steps involved in the survey

Steps to be followed during survey are,
(i) Reconnaissance.
(ii) Marking and fixing survey stations.
(iii) Running survey lines.

Engineer’s scale Surveying 1 Notes 
If one cm on the plan represents some whole number of meters on the ground, such as 1cm = 10m. This type of scale is called Engineer’s scale.

Representative Fraction (R.F).
If, one unit of length on the plan represents some number of same units of length on the ground, such as 1/1000, etc. This ratio of map distance to the corresponding ground distance is independent of units of measurement and is called Representative Fraction

points to be considered while choosing the scale

1. Choose a scale Large enough so that in plotting or in scaling distance from the
finished map, it will be not be necessary to read the scale closer than 0.25mm

2. Choose as small a scale as a consisted with a clear delineation of the smallest
detail to be plotted.
the types of Scales

Scales used in surveying are (Surveying 1 Notes )
(i) Plain scale.
(ii) Diagonal scale.
(iii) Vernier scale.
(iv) Scale of chords.

Ranging Surveying 1 Notes
The process if marking some intermediate points an a survey line join in two station in the field, So that the line between the two station is a straight line and the length between the station can be measured correctly, is called Ranging

Subject Name	SURVEYING 1
Subject Code	CE6304
Regulation	2013
File type	PDF

CE6304 Notes click here to download

CE6304 Syllabus

---

SURVEYING 1 Important questions

---

SURVEYING 1 Question Bank

---