SYL CC III 6,7,8 feb 2012 final -...

Civil (Construction) Engineering 1

GOVER�ME�T OF RAJASTHA�

BOARD OF TECH�ICAL EDUCATIO�, RAJASTHA�, JODHPUR

TEACHING AND EXAMINATION SCHEME FOR

Diploma III Year CIVIL (Construction) E�GI�EERI�G A��UAL SCHEME SESSIO� 2012-2013 & O�WARDS

Code

No.

Subjects

Distribution of Time Distribution of Max. Marks/ Duration

Total

Marks Hours per week

L T P Tot

Board's Exam.

TH Hrs. PR Hrs.

Sessionals

CT TU PR(S) *CC 301 Theory of Structure 2 2 -- 4 70 3 -- -- 30 50 -- 150 *CC 302 Design of Steel Structure 2 2 -- 4 70 3 -- -- 30 50 -- 150

*CC 303 Design of R.C.C. Structure 2 2 -- 4 70 3 -- -- 30 50 -- 150 CC 304 Construction Management -II 2 1 -- 3 70 3 -- -- 30 50 -- 150 CC 305 Repair and Maintenance of Civil

Works

2 2 -- 4 70 3 -- -- 30 50 -- 150

CC 306 Energy Conservation Techniques in

Building Construction 2 2 -- 4 70 3 -- -- 30 50 -- 150

*CC 307 Civil Engineering Estimating &

Costing

1 -- 4 5 70 3 50 3 30 -- 50 200

CC 308 Construction Planning, Scheduling

& Control 1 1 -- 2 70 3 -- -- 30 50 -- 150

CC 309 Civil Engineering Drawing -- -- 4 4 -- -- 50 3 -- -- 100 150 *CC 310 Earthquake Resistant Structure 1 1 -- 2 70 3 -- -- 30 50 -- 150 Project -- -- - -- - -- 100 -- -- -- -- 100

Total 15 13 8 36 630 -- 200 270 400 150 1650

Grand Total : 1650

1. L : Lecture 5. PR : Marks for Board’s Examination for Practicals

2. T : Tutorial 6. CT : Marks for Class Tests

3. P : Practical 7. TU : Marks for Tutorials

4. TH : Marks for Board Examination for Theory 8. PR(S) : Marks for Practical and Viva

* CC 301/ CC 302/ CC 303/ CC 307 / CC 310 Same as CE 301/ CE 302/ CE 303/ CE 307 / CE 310


THEORY OF STRUCTURE CODE CC 301 L T P

CE 301 2 2 --

RATIO�ALE

This subject follows the subject of strength of materials taught. The acquired knowledge is applied here to analyse

the simple structures. A diploma holder in Civil(Construction) engineering will be required to design and construct simple

structures in his professional life.

CO�TE�TS

1. Frames :

1.1 Different types of frames

1.2 Calculation of forces in the members of determinate frames

1.2.1 Method of Joints

1.2.2 Method of section

2. Slope and Deflection :

2.1 Calculation of slope and deflection in simply supported and cantilever beams, loaded with point and

uniformly distributed load by

2.1.1 Double integration method

2.1.2 Macaulay's method

2.1.3 Area moment method

3. Propped Cantilever Beam :

3.1 Concept

3.2 Drawing of B.M.D. and S.F.D. for propped cantilever beams loaded with point loads and U.D.L.

3.3 Slope and deflection for point loads and U.D.L.

4. Fixed Beams :

4.1 Concept

4.2 Drawing of BMD and SFD using Mohr’s theorem

5. Continuous Beams :

5.1 Drawing of BMD and SFD for continuous beams loaded with point load and UDL using Claypeyron’s

theorem of three moments

6. Rolling Loads :

6.1 Drawing of maximum B.M.D. and S.F.D. for simply supported beam for rolling loads of

6.1.1 Single concentrated load

6.1.2 Two point loads

6.1.3 Series of point loads

6.1.4 U.D.L. longer than span

6.1.5 U.D.L. shorter than span

7. Influence Line Diagram for the following in Simply Supported Beams :

7.1 Reaction

7.2 Shear force

7.3 Bending moment

8. Three Hinged Arch :

8.1 Introduction

8.2 Reactions of symmetrical parabolic arch

8.3 S.F.D. & B.M.D. of symmetrical parabolic arch

Civil (Construction) Engineering

2

9. Retaining Walls :

9.1 Types of retaining walls

9.2 Stability of retaining walls

10. Indeterminate Structures :

10.1 Types of indeterminacy

10.2 External and internal

10.3 Degree of indeterminacy in beams and pin jointed frames

REFERE�CE BOOKS :

1. Strength of Material & Theory of Structures. Vol – I & II B.C. Punmia

2. Mechanics of Structure S.B. Junarkar.

3. Strength of Material S. Ramamurtham

4. Strength of Material & Theory of Structures. Vol – I & II R.S. Khurmi

* * * * *


DESIG� OF STEEL STRUCTURE CODE CC 302 L T P

CE 302 2 2 --

RATIO�ALE

A diploma holder in Civil (Construction) Engineering will be required to design and construct simple structures in

his professional life. This subject covers design of simple steel structure. The student will also learn to use the latest relevant

Indian Standard codes in the design practice of steel structures.

�OTE : All designs are to confirm to the provisions of IS : 800- 2007.

CO�TE�TS

1. Introduction :

1.1 Structural Steel

1.2 Structural Steel Sections

1.3 Steel as a structural material

1.3.1 Advantages

1.3.2 Disadvantages

1.4 Limit State Method

1.4.1 Introduction

1.4.2 Limit state design

1.4.3 Limit state of strength

1.4.4 Limit state of serviceability

1.5 Partial safety factor for material strength

1.6 Partial safety factor for loads.

2. Bolted Connections :

2.1 Types of Bolts

2.2 Definition and detailing of Bolts

2.3 Types of bolted joints

2.4 Failure of bolted joints in

2.5 Design strength of bolt

2.5.1 Bolts in shear

2.5.2 Bolts in Tension

2.5.3 Bolts in Bearing

2.5.4 Tension capacity of plate

2.5.5 Combined shear and tension

2.6 Efficiency of Bolted Joint

3. Welded Connections :

3.1 Advantages and Disadvantage of welded joint

3.2 Permissible stresses in welds

3.3 Types of welded connections

3.4 Design of butt and fillet welded connections subjected to axial loads

4. Design of Tension Members:

4.1 Net sectional area

4.2 Design strength due to yielding of gross section

4.3 Design strength due to rupture at net section

4.4 Design strength due to block shear

4.5 Design of tension members (flats, angles and tee sections only.)

5. Compression Members:

5.1 End conditions: Effective length, slenderness ratio, radius of gyration

5.2 Permissible stresses in compression as per IS : 800-2007

5.3 Strength of columns-single and built up sections.

5.4 Design of angle struts.


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5.5 Design of axially loaded

5.5.1 Single rolled steel section

5.5.2 Built up section

5.6 Design of lacing

5.7 Design of battens

6. Column Bases:

6.1 Design of slab base

6.2 Design of gusseted base

7. Design of Beams:

7.1 Plastic methods of design

7.1.1 Plastic section modulus

7.1.2 Shape factor

7.1.3 Plastic hinge

7.2 Methods of Plastic Analysis

7.3 Plastic analysis of structures

7.4 Shear behaviour of steel beam

7.5 Factors affecting plastic moment capacity.

7.6 Design of laterally restrained beams

7.7 Web buckling and crippling

8. Roof Trusses:

8.1 Basic components of roof truss.

8.2 Types of loads on roof truss-

8.2.1 Dead load

8.2.2 Live load

8.2.3 Wind load.

8.3 Design of purlins (only angle section for the given load)

9. Plate Girder:

9.1 Components of plate girder.

9.2 Loads on plate girder.

9.3 Sketches of bolted and welded plate girder with various types of stiffeners.

REFERE�CE BOOKS:

1. Limit state Design of Steel Structure Dr.V.L. Shah & Prof. Veena Gore

2. Limit state Design of Steel Structure Subramanian

3. IS 800-2007

4. Steel Table

* * * * *


DESIG� OF R. C. C. STRUCTURE

CODE CC 303 L T P

CE 303 2 2 --

RATIO�ALE

A diploma holder in Civil(Construction) Engineering will be required to handle simple R.C.C. structures in his

professional life, therefore he should be able to design simple structural elements of R.C.C. The student should also learn to

use the latest relevant Indian Standard codes in his design practice.

�OTE : All designs are to conform to the provisions of IS : 456- 2000.

CO�TE�TS

1. Introduction :

1.1 Reinforced Cement Concrete- its meaning, constituents, functions and specifications as per I.S..

1.2 Working stress method of design

1.3 Limit state method of design

1.4 Ultimate method of design

1.5 Past practice and present practice for the design of structures.

1.6 Grades of concrete and steel

1.7 Stress - strain curve for concrete and steel

1.8 Load factors

1.9 Steel concrete bond, development length, anchorage value

1.10 Effective span, specification of reinforcement as per BIS

2. Flexural Members :

2.1 Limit state of collapse

2.2 Limit state of flexure

2.3 Neutral axis, moment of resistance, balanced and unbalanced sections

2.4 Limit state of shear, nominal shear stress, shear strength of beam.

2.5 Design of shear reinforcement

2.6 Limit state of serviceability deflection and cracking criteria.

2.7 Curtailment of bars

3. Analysis and Design of Beams :

3.1 Single reinforced beam

3.2 Doubly reinforced beam

3.3 T-beam

3.4 Lintel

3.5 Cantilever beam

4. Slabs :

4.1 Design criteria as per BIS

4.2 Design of one-way slab

4.3 Design of two-way slab with corners free to lift

5. Compression Members (axially loaded columns) :

5.1 Limit state of compression

5.2 Load carrying capacity

5.3 Design of short column (rectangular, square and circular cross section)

6. Design of Footing :

6.1 Critical section for shear and bending moment

6.2 Design of an isolated footing of uniform depth for a square column

6.3 Layout of reinforcement

7. Retaining Wall :

7.1 Types of retaining walls


6

7.2 Design of cantilever type retaining wall

7.3 Reinforcement details

8. Prestressed Concrete :

8.1 Definition, advantages and methods of prestressing

8.2 Losses in prestressing

8.3 Stress calculations for point loads and uniformly distributed load for different tendon positions

REFERE�CE BOOKS :

1. Design of R.C.C. Structures B.C. Punmia

2. Design of R.C.C. Structures H.J. Shah

3. Design of R.C.C. Structures A.K. Jain

4. Design of R.C.C. Structures N. Krishna Raju

5. Design of R.C.C. Structures V.L. Shah & S.R. Karve

* * * * *


CO�STRUCTIO� MA�AGEME�T-II

CODE CC 304 L T P

2 1 --

RATIO�ALE

A junior engineer is responsible for the management of a construction job at site. He is required to instruct the

workmen, arrange the materials, tools and plants before carrying out any construction activity. So this subject provides all

the necessary know how for the systematic work and guidance to the diploma holders. Safety relating to civil works is also

included in the contents. Complex research and development projects can be managed effectively if the project managers have the means to

plan and control the schedules and costs of the work required to achieve their technical performance objectives.

Network techniques provide a rational approach to the planning and controlling of construction works. The

application of such techniques is inevitable when there is a constraint on resources and a need for higher productivity.

CO�TE�TS

1. Project Planning and Management :

1.1 Project

1.2 Project Management

1.3 Project Management context

1.4 Phases in Project Management

1.4.1 Initiation

1.4.2 Planning

1.4.3 Execution

1.4.4 Controlling

1.4.5 Closure

1.5 Time management

1.6 Cost management

1.7 Scope management

1.8 Quality management

1.9 Risk management

1.10 Human resources management

1.11 Procurement management

1.12 Integration management

1.13 Communication management

2. Project Management Information System:

2.1 Introduction

2.2 PMIS Concept

2.3 PMIS components

2.4 Problems in Information system management

2.5 System Acquisition and Implantation problems

2.6 Benefits of computerised information system

2.7 Project management software’s

2.8 Computer application in construction industry

2.9 Requirements of management information system

2.10 Software packages used in construction industry

2.11 Application of software in construction

3. Microsoft Project:

3.1 Activity – definition, sequencing and estimation

3.2 Calendar

3.3 Schedule plan and control

3.4 Network analysis – CPM, PERT,

3.5 Work breakdown structure (wbs)


8

3.6 Update wbs

3.7 Constraints

3.8 Cost in a project

3.9 Resource planning

3.10 Resource sheet

3.11 Apply resource in each activity

3.12 Resource pool and allocation of resources

4. Primavera:

4.1 Calendar – defining hourly and daily calendar, weekly, monthly

4.2 Activity – definition, sequencing & estimating duration

4.3 Effectively using the four types of relationship

4.4 Scheduling the project

4.5 Defining constraints & overcoming conflicts

4.6 Defining & assigning activity codes

4.7 Defining & assigning wbs codes

4.8 Reorganizing activities

4.9 Filtering activities

4.10 Defining project codes

4.11 Preparing resource information

4.12 Allocation of resources to each activity

REFERE�CE BOOKS :

1. Management Concepts for Civil Engineers K. Anbuvelan

* * * * *


REPAIR A�D MAI�TE�A�CE OF CIVIL WORKS CODE CC 305 L T P

2 2 --

RATIO�ALE

One of the major concerns of Civil(Construction) engineering technicians is to take care of the civil works, already

constructed, in order to keep these works/ structures in utmost workable conditions. Usually it is being felt that the civil

work deteriorate faster for want of care and proper maintenance. The buildings usually have a shabby appearance due to

leakage from the roofs and sanitary / water supply fittings. Thus the need for teaching the subject in proper perspective has

arisen.

CO�TE�TS

1. Principles of Maintenance:

1.1 Introduction

1.2 Definition

1.3 Causes of deterioration and decay of civil works

1.4 Maintenance generators: mechanical agents, electromagnetic agents, thermal agents, biological agents,

chemical agents, water, user misuse, vandalism

1.5 Durability of materials: bricks and tiles, bituminous materials, concrete, metals, plastics, stone, timber

2. Maintenance Standards :

2.1 Determinants of maintenance standards, statutory standards, repairs, stability, freedom from dampness,

natural lighting, ventilation, water supply, drainage, sanitary conveniences

3. Defects:

3.1 Broad list of common defects

3.2 Methods of investigation: list of basic equipment for investigating defects, maintaining building and size

records

3.3 Diagnosis of defects: prescribing remedies: executing remedial prescriptions.

4. Maintenance Organisation:

4.1 Inventory of buildings and other civil works required to be maintained; Inspections: annual, Performa for

classification of maintenance operation; preparation of estimates for maintenance work

4.2 Tendering and award of work

4.3 Maintaining departmental labour teams for petty repairs

4.4 Maintaining records: Measurement books : check measurement books and standard measurement books

5. Maintenance Problems and Their Solution:

5.1 Foundation problems, water proofing, leaking basements and roofs, treating dampness in walls, omission of

DPC and by-passing of DPC, window sills, down-pipes and other areas of damp penetration.

5.2 Cracks in walls : horizontal, vertical, diagonal : care and floors, removing stains from floors : ink, rust, oil,

paint and varnish, asphalt / bitumen, blood, urine, coffee, tea.

5.3 Timber defects, termites, scraping doors, plaster work, door jamb repairs, internal finishes, glazing,

rendering, external finishing.

5.4 Maintenance problems of plumbing, heating, hot water supply, clogged drains, sewers; leaking pipe joints,

electrical installations. Other building services, septic tanks, soak pits.

5.5 Maintenance of roads, road berms, side drains

5.6 Maintenance of bridges, culverts, causeways

5.7 Strengthening of canal embankments, silt clearance, weed removal, Repairs to canal lining, repairs of

outlets.


10

�ote : Instructional Strategy :

This is very important course and efforts should be made to find damaged/ defective work spots and students should

be asked to think about rectifying/ finding solution to the problem. Visits to work site, where repair and maintenance

activities are in progress can be very useful to students.

REFERE�CES BOOKS:

1. Maintenance Engineering for Civil Engineers Naysk, BS Khanna Publishers, Delhi.

2. Building Failures - Diagnosis & Avoidance Ranaom

3. Maintenance & Repair of Buildings Hutchin Son

* * * * *


E�ERGY CO�SERVATIO� TECH�IQUES I� BUILDI�G CO�STRUCTIO� CODE CC 306 L T P

2 2 -- RATIO�ALE

Green building is the practice of increasing the efficiency with which building use resources – energy, water and

materials – while reducing building impacts on human health and the environment, through better sitting, design,

construction, operation & maintenance.

CO�TE�TS

1. Introduction:

1.1 Fundamentals of energy

1.2 Energy Production Systems

1.3 Heating,

1.4 Ventilating and Air- conditioning

1.5 Solar Energy and Conservation

1.6 Energy Economic Analysis

1.7 Energy conservation and audits

1.8 Domestic energy consumption

1.9 Savings

1.10 Challenges

1.11 Primary energy use in

1.11.1 Residential buildings

1.11.2 Commercial buildings

1.11.3 Institutional buildings

1.11.4 Public buildings

2. Environmental:

2.1 Energy and resource conservation

2.2 Design of green buildings

2.3 Evaluation tools for building energy

2.4 Embodied and operating energy

2.5 Peak demand

2.6 Comfort and Indoor Air quality

2.7 Visual and acoustical quality

2.8 Land, water and materials

2.9 Airborne emissions

2.10 Waste management

3. Design:

3.1 Natural building design consideration

3.2 Energy efficient design strategies

3.3 Renewable Energy Sources and design

3.4 Advanced building Technologies

3.5 Smart buildings

3.6 Economies and cost analysis

4. Services:

4.1 Energy in building design

4.2 Energy efficient and environment friendly building

4.3 Thermal phenomena

4.4 Thermal comfort

4.5 Indoor Air quality

4.6 Climate, sun and Solar radiation,

4.7 Psychometrics

4.8 Passive heating and cooling systems


12

5. Energy Management :

5.1 Energy management of electrical equipment

5.2 Improvement of power factor

5.3 Management of maximum demand

5.4 Energy savings in pumps

5.5 Fans

5.6 Compressed, air systems

5.7 Energy savings in Lighting systems

5.8 Air conditioning systems.

REFERCE�CE BOOKS :

1. Environmental Control Systems Moore F., McGraw Hill, Inc. 1994

2. Wind and Light : Architectural Brpwm. G.Z. Sun

Design Strategies John Wiely & Sons. 1985

3. Award – Winning Passive Solar Design Cook, J. McGraw Hill, Inc. 1984

* * * * **


CIVIL E�GI�EERI�G ESTIMATI�G A�D COSTI�G CODE CC 307 L T P

CE 307 1 -- 4

RATIO�ALE

A diploma holder should have the knowledge about to forecast the quantity of materials required for each item of

work from the available drawings. The student should also know about specifications of each work, knowledge of earthwork

calculation and preparing of abstract of cost.

A diploma holder in Civil(Construction) engineering has a major job of valuation and rent fixation. Once he is

working as junior engineer or contractor he must be familiar with the departmental procedures. The student will get the

knowledge of making tender notices, inviting tenders, executing contracts and recording M.B.

CO�TE�TS

1. Introduction:

1.1 Purpose

1.2 Importance of estimating

1.3 Common items of works in civil engineering construction works

1.4 Units of measurement for common items of works

1.5 Methods of measurement

1.6 Explanation of common terms used for estimating

1.7 Different types of estimates and their significance

1.8 Merits and demerits.

1.9 Methods of taking out quantities

1.10 Study of Basic Schedule of Rates (B.S.R.)

2. Rate-Analysis:

2.1 Factors affecting cost of work

2.2 Explanation of terms

2.3 Prime cost

2.4 Original cost

2.5 Provisional items

2.6 Provisional sum

2.7 Day work, item wise

2.8 Analysis of cost of material

2.9 Labour

2.10 Transport

2.11 Establishment charges and incidentals

2.12 Preparation of analysis of rates for items of work involved in building construction mentioned in practical

syllabus.

3. Specifications :

3.1 Importance of specifications. Principles for writing out specifications, types of specification

3.2 Writing general and detailed specifications for items of work in building construction mentioned in

practical syllabus.

4. Detailed Estimates for Buildings :

4.1 Calculation of quantities

4.2 Preparing abstract of cost for a residential building.

5. Earth Work Calculations for Road & Rail Formation :

5.1 Earthwork calculations and estimates for roads and rail formation

For earth work following methods may be used :

5.1.1 Mean depth method.

5.1.2 Mean area method.


14

5.1.3 Prismoidal formula method

5.1.4 Graphical method

Using longitudinal and typical cross sections

5.2 Cross section for different stations.

5.3 Finding earth work by these sections

5.4 Calculation of permanent and temporary lands for roads

5.5 Economical depth of digging for canals

5.6 Mass haul diagram

6. Preparing Detailed Estimates for the Various Items of Work from the given Drawing for

6.1 Detailed estimates for earthwork of irrigation canals

6.2 Septic tank and soak pit

6.3 Bitumen road

7. Valuation of Property and Rent Fixation :

7.1 Objects of valuation

7.2 Free-hold property

7.3 Lease-hold property

7.4 Property income

7.5 Obsolescence

7.6 Market-value

7.7 Book value

7.8 Distress value

7.9 Monopoly value

7.10 Salvage value

7.11 Scrap value

7.12 Accommodation value

7.13 Replacement value

7.14 Sentimental value

7.15 Speculative value

7.16 Factors affecting the value of the property

7.17 Annuity

7.18 Capital cost

7.19 Capitalized value

7.20 Year’s purchase

7.21 Methods of determining depreciation

7.22 Valuation of property

7.23 Method of determining valuation of property

7.24 Typical valuation report

7.25 Types of rents

7.26 Rules of capital cost fixation for govt. buildings

7.27 Rules for calculation of standard rent

8. Procedure of Works:

8.1 Main staff structure of engineering department

8.2 Duties of junior engineer

8.3 Administrative approval

8.4 Expenditure sanction or approval

8.5 Technical sanction or a approval

8.6 Tender System

8.7 E-tendering

8.8 Technical bid and financial bid

8.9 Appropriation and re-appropriation of funds

8.10 Procedure for original minor and major works

8.11 Repair works

8.12 Types of estimates

8.13 Preliminary estimate


8.14 Cubical content estimate

8.15 Plinth area estimate

8.16 Revised estimate

8.17 Supplementary estimate

8.18 Daily labour on muster roll system

8.19 Completion report

9. Stores, Tools and Plants :

9.1 Purchase of stores

9.2 Reserve of stock

9.3 Dead stock

9.4 Surplus and unserviceable stores

9.5 Verification of stores

9.6 Issue of materials from stock

9.7 Tools and plants

9.8 M.A.S. account

PRACTICALS

1. Writing units for various items of work involved in construction

2. Recording measurement in M.B.

3. Finding out the quantities of work for a residential building.

4. Calculation of arch masonry.

5. Preparation of detailed estimate for a residential building.

5.1 Single storey

5.2 Double storey

6. Writing detailed specifications and rate analysis schedules for

6.1 Earth work in excavation.

6.2 Concrete in foundation.

6.3 Brick work in sub and super structure.

6.4 Random rubble and Ashler masonry.

6.5 RCC in beams and slabs.

6.6 Plastering

6.7 Pointing

6.8 White washing, colour washing and distempering

7. Calculation of earthwork by average depth, average area, prismoidal formula and graphical method.

8. Find out earthwork for roads using longitudinal section and typical cross section.

9. Calculation of permanent and temporary land for roads.

10. Finding earth work for irrigation canals using L-section and cross section.

11. Calculation of permanent and temporary land for canals

12. Detailed estimate for septic tank and soak pit

13. Valuation by different methods.

14. Typical valuation reports

15. Calculation of rent of residential building

16. Calculation of rent of commercial building

REFERE�CE BOOKS :

1. Estimating & Costing Chakerborty

2. Estimating & Costing B.N. Dutta

3. Estimating & Costing Rangwala

4. Estimating & Costing Bhasin

5. Estimating & Costing Vazirani & Chandola

6. Civil Engg. Estimating & Costing Mahajan

7. Civil Engg. Estimating & Costing G.S. Birdie

8. P.W.D. Basic Schedule of Rates of Rajasthan State

* * * * *


16

CO�STRUCTIO� PLA��I�G, SCHEDULI�G A�D CO�TROL

CODE CC 308 L T P

1 1 --

RATIO�AL

A junior engineer is responsible for the management of a construction job at site. He is required to instruct the

workmen, arrange the materials, tools and plants before carrying out any construction activity. He is also supposed to make

payments to workmen and handle some govt. money. So this subject provides all the necessary know how for the systematic

work and guidance to the diploma holders. Safety relating to civil works is also included in the contents.

CO�TE�TS

1. Construction Management - Planning and Scheduling :

1.1 Planning - Introduction

1.2 Steps involved in planning

1.3 Objectives of planning

1.4 Principles of planning

1.5 Advantages of planning

1.6 Limitation of planning

1.7 Stages of planning

1.8 Types of plans

1.9 Stages of planning by different agencies

1.10 Scheduling

1.11 Preparation of construction schedules

1.12 Uses of scheduling

1.13 Advantages of scheduling

1.14 Classification of scheduling

1.15 Methods of scheduling

1.16 Importance of planning, scheduling and controlling projects

2. Material and Equipment – Introduction, Planning and Scheduling :

2.1 Introduction

2.2 Scope of materials management

2.3 Objective of materials management

2.4 Function of materials management

2.5 Importance of materials management

2.6 Integrated materials management concepts

2.7 Objective of integrated materials management

2.8 Materials management planning and analysis

2.9 Advantages of planning

2.10 Short-range, Intermediate and Long-range planning

2.11 Planning and control

2.12 Forecasting

2.13 Scheduling – Introduction

2.14 Developing a Master production schedule

2.15 Master schedule decisions

2.16 Production planning, master production scheduling and sales

2.17 Bills of material

2.18 Uses for bills of material

3. Inspection and Quality Control :

3.1 Need for inspection and quality control

3.2 Functions of inspection department

3.3 Principles of inspection

3.4 Inspection practices

3.5 Technical services required for inspection

3.6 Quality control


3.7 Major terms in Construction job requiring quality control

3.8 Frequency of inspection

4. Accidents and Safety in Construction :

4.1 Introduction

4.2 Objects of accident prevention programme

4.3 Concept of accidents

4.4 Industrial accidents

4.5 Causes of accidents

4.6 Safety measures

4.6.1 Safety measures for excavation work

4.6.2 Drilling and Blasting

4.6.3 Precautions used for hot bitumen work

4.6.4 Safety measures for ladders, scaffolding and formwork

4.6.5 Safety measures for demolition of Buildings

4.6.6 Electric accidents

4.7 A safety programme for construction

4.8 Safety equipment

4.9 Safety campaign

4.10 Safety quotations

4.11 Accidents reports

REFERE�CE BOOKS :

1. Construction Management and P.W.D. Accounts D. Lal

2. Management Concepts for Civil Engineers K. Anbuvelan

* * * * *


18

CIVIL E�GI�EERI�G DRAWI�G CODE CC 309 L T P

-- -- 4

RATIO�ALE

A Civil(Construction) Engineering diploma student should be able to communicate through drawings and sketches.

He should also read drawing given to him. Through this subject, the student should develop skills of preparing drawing,

drawing sketches to explain construction details and reading building sketches to explain construction details and reading

building drawings. Considerations, which go with planning of building, should also be covered in the subject.

PRACTICALS

1. Detailed working plan, elevation and section of the following :

1.1 Two bed room residential single story building with given direction (North, South etc. )

1.2 Three bed room duplex bungalow with the given plot size

1.3 Detailed plan of above showing house drainage, water supply and electrical fittings as per BIS.

2. Beams & Columns :

2.1 Details of reinforcement in a simply supported RCC beam singly reinforced and doubly reinforced, with

the given design data regarding the size and number of bars, stirrups their size and spacing.

2.2 Details of reinforcement for a R.C.C. square and circular column with isolated square footing.

2.3 Details of reinforcement for a cantilever beam with given data regarding the size of the beam and the

reinforcement.

3. Slabs :

3.1 Details of reinforcement in plan and section for

3.1.1 Simply supported RCC one way slab with intermediate support

3.1.2 Two way slabs from the given data.

4. Beam column Connections:

4.1 Details of reinforcement in a two storied RCC internal and corner column. In this the details of

reinforcement at the junction with beams must be shown from the given design data.

4.2 Details of reinforcement of the junction of a secondary beam with the given design data.

5. Staircase:

5.1 Details of reinforcement for a dog-legged stair case in a single storied building providing access to the

roof with given data. The plan and the sections are to be drawn.

6. Bridges: 6.1 Detailed drawing for a single span T beam bridge showing plan, sections along and across the road from

the given data regarding spans, road width spacing of T-beams, size of the beams and slab.

7. Overhead Tanks:

7.1 Marking position of reinforcement in a circular over head water tank with staging of vertical columns with

horizontal bracing and raft foundations. Given the sectional elevation of the tank and the reinforcement.

8. Retaining Walls: 8.1 Details of reinforcement for a cantilever retaining wall with the given design data regarding the

reinforcement, size and shape of the wall.

9. Roads

9.1 Drawing of the cross-section of a road in the following cases, with the given data:

9.1.1 Cutting in plains

9.1.2 Embankment in plains

9.1.3 Partly in cutting and partly in filling in the hills, including retaining wall and

breast wall.

10. Drawing of the plan of the different types of road intersections indicating the traffic flow (at grade and clover leaf).

REFERE�CE BOOKS:

1. Civil Engineering Drawing Gurucharan Singh

2. Civil Engineering Drawing Kalla & Shah

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EARTHQUAKE RESISTA�T STRUCTURE CODE CC 310 L T P

CE 310 1 1 --

RATIO�ALE

Earthquake Engineering deals with innovative ideas and knowledge in design and construction, which are put in

practice to safeguard structures from seismic forces and prevent earthquake hazard from becoming a disaster.

CO�TE�TS

1. Engineering Seismology :

1.1 Introduction

1.2 Causes of Earthquakes

1.3 Seismology

1.3.1 Seismic Waves

1.3.2 Seismograph

1.3.3 Seismogram

1.4 Earthquake size

1.4.1 Magnitude

1.4.2 Intensity

1.4.3 Magnitude versus intensity

1.4.4 Magnitude and intensity in seismic design

1.5 Classification of Earthquakes

1.6 Seismic zoning

1.6.1 Use of zoning map

1.6.2 Tectonic Features of India

1.7 Seismic zones of India

2. Structural Dynamics :

2.1 Loads

2.2 Effect of Earthquake motion on structures

2.3 Fundamental natural period

3. Behaviour of Buildings during Earthquakes :

3.1 Failure Mechanism of a Masonry Building

3.1.1 Out of plane failure

3.1.2 In plane failure

3.1.3 Connection failure

3.1.4 Diaphragm failure

3.1.5 Failure due to opening in walls

3.1.6 Pounding

3.1.7 Non structural components failure

3.2 Earthquake damage categories

3.3 Types of damages observed in traditionally built constructions during past Earthquakes

3.3.1 Stone masonry

3.3.2 Wooden building

3.3.3 Earthen building

3.3.4 Non-engineering reinforced concrete buildings

3.4 Common causes of damage.

4. Provisions for Seismic Strengthening of Masonry Constructions:

4.1 Introduction

4.2 Earthquake resistant construction

4.3 Traditionally built masonry constructions

4.4 Types of construction

4.5 Seismic design codes

4.6 Introduction of IS 4326, 1993

4.7 Special construction features (clause 5)

4.8 Categories of Buildings


20

4.9 Codal Provisions of IS 4326 : 1993

4.10 Seismic Strengthening Arrangements (Clause 8.4)

4.10.1 Horizontal reinforcement

4.10.2 Vertical reinforcement

4.11 Timber construction

4.11.1 Types of timber construction

4.12 Introduction of IS : 13828 : 1993

4.12.1 Earthquake resistance features of stone masonry

4.12.2 Earthquakes resistance features of burnt clay brick in weak mortar

4.13 Introduction to IS : 13827 : 1993

4.13.1 General recommendation for improving Earthquakes resistance of earthen constructions

4.13.2 Seismic strengthening features of earthen building

5. Seismic Performance of Reinforced Concrete Buildings:

5.1 Introduction

5.2 Flow of Inertia Forces

5.2.1 Strong column-weak beam analogy

5.3 Effect of irregularities on performance of RC Buildings

5.3.1 Definitions of irregular building

5.4 Identification of seismic damages in Reinforced concrete buildings

6. Ductile Detailing of Reinforced Concrete Buildings:

6.1 Introduction

6.2 Codal Provision of IS 13920 : 1993 (General Specification (Clauses 5.0)

6.3 Flexural members (clause 6.0)

6.3.1 Longitudinal Reinforcement

6.3.2 Transverse reinforcement

6.4 Columns and frame members subjected to axial load and bending (clause 7.0)

6.4.1 Longitudinal reinforcement of columns

6.4.2 Transverse reinforcement of columns

6.5 Special confining reinforcement

6.6 Beam column joint

6.7 Shear walls

7. Disaster Management:

7.1 Introduction

7.2 Disaster management

7.3 Disaster rescue

7.4 Psychology of rescue

7.5 Rescue workers

7.5.1 Qualities of the Rescuer

7.6 Rescue equipment

7.7 Safety in Rescue operations

7.7.1 Basic precautions

7.7.2 Rescue worker safety

7.7.3 Casualty safety

7.7.4 Equipment safety

7.7.5 Hazards arise due to breakdown of public utilities

REFERE�CE BOOKS:

1. Earthquake Resistant Design of Structures P. Agarwal & M. Shirkhande, Printice-Hall , Pub.

2. I.S. Criteria for Earthquake Resistant Design of Structures IS : 1893

3. Earthquake Resistant Design & Construction of Building IS : 4326

4. Ductile Detailing of Reinforced Concrete Structures IS : 13920

5. Elements of Earthquake Engineering Jai Krishna & A.R. Chandrashekharan South Asian Pub.

6. Earthquake Resistant Building Construction Neelam Sharma

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SYL CC III 6,7,8 feb 2012 final -...

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