dos.docx

5
AR2351 DESIGN OF STRUCTURES III L T P/S C 3 0 0 3 AIM: The course is structured to teach the design of Reinforced concrete column, footings and retaining walls and to introduce the concept of pre-stressed concrete. OBJECTIVES: To use limit state design for the analysis and design of columns. To enable the learning of design of structural elements like footings, retaining walls and masonry walls. To understand the principle, methods, advantages and disadvantages of pre stressed concrete. CONTENT: UNIT I LIMIT STATE DESIGN OF COLUMNS 10 Types of columns – Analysis and Design of Short Columns for Axial, Uniaxial and biaxial bending – Use of Design aids. UNIT II DESIGN OF FOOTINGS 10 Types of footings – Design of wall footings – Design of Axially loaded rectangular footing (Pad and sloped footing). Design of Combined Rectangular footings. UNIT III DESIGN OF RETAINING WALLS 10 Types of Retaining walls – Design of RCC cantilever Retaining walls. UNIT IV DESIGN OF MASONRY WALLS 8 Analysis and Design of masonry walls – use of Nomograms - code requirements. UNIT V INTRODUCTION TO PRESTRESSED CONCRETE 7 Principle of Prestressing – Methods of Prestressing, advantages and disadvantages. TOTAL: 45 PERIODS REQUIRED READING:

Upload: sivaraman

Post on 17-Aug-2015

217 views

Category:

Documents


1 download

DESCRIPTION

do

TRANSCRIPT

AR2351 DESIGN OF STRUCTURES III L T P/S C 3 0 0 3AIM:The course is structured to teach the design of Reinforced concrete column, footings andretaining walls and to introduce the concept of pre-stressed concrete.OBJECTIVES: To use limit state design for the analysis and design of columns. To enable the learning of design of structural elements like footings, retaining walls andmasonry walls. To understand the principle, methods, advantages and disadvantages of pre stressedconcrete.CONTENT:UNIT I LIMIT STATE DESIGN OF COLUMNS 10Types of columns Analysis and Design of hort !olumns for A"ial, #nia"ial and bia"ialbending #se of Design aids. UNIT II DESIGN OF FOOTINGS 10Types of footings Design of wall footings Design of A"ially loaded rectangular footing $%ad and sloped footing&. Design of !ombined Rectangular footings. UNIT III DESIGN OF RETAINING WALLS10Types of Retaining walls Design of R!! cantilever Retaining walls. UNIT IV DESIGN OF MASONRY WALLS 8Analysis and Design of masonry walls use of 'omograms - code re(uirements.UNIT V INTRODUCTION TO PRESTRESSED CONCRETE7%rinciple of %restressing )ethods of %restressing, advantages and disadvantages. TOTAL: 5 PERIODSRE!UIRED READING:*. +.!. %unmia, Reinforced !oncrete tructures, ,ol. * - ., - /a"mi %ublications, Delhi, *001... 2 1345.666, 2ndian tandard, %lain and Reinforced !oncrete !ode of %ractice, +ureau of 2ndian tandards.7. % *4, Design Aids for Reinforced !oncrete to 2 1341. 'ational +uilding !ode of 2ndia, *0873. 2 *063, !ode of %ractice for tructural afety of +uildingsREFERENCES:*. %.Dayaratnam , Design of Reinforced !oncrete tructures, 9"ford and 2+: %ublishing !9., *087... '.!.inha and .;.Roy, , %restressed !oncrete tructuresAR"01 DESIGN OF STRUCTURES # I L T P/S C 3 0 0 3OBJECTIVES:? To introduce the design of various timber components in a building.? To enable the understanding of the types, efficiency and strength, advantages anddisadvantages of Rivet and welded >oints in steel.? To enable the design of Tension $beams& and compression $columns& steel members in abuilding under various conditions.? !ase studies and models wherever applicable.UNIT I TIMBER STRUCTURES $ DESIGN OF BEAMS AND COLUMNS 7@rading of Timber %ermissible tresses Design of timber beams )adras terrace roof Design of timber columns.UNIT II STEEL STRUCTURES $ BOLTED AND WELDED JOINTS 1 2Assumptions failure of +olted >oints trength and Afficiency of +olted =oints Types Designof +olted =oints for A"ially /oaded )embers $A"cluding eccentric connections&Types of welded>oints Advantages and disadvantages Design of oints.UNIT III PROPERTIES OF SECTION 10!entroid- )oment of 2nertia - ection modules Radius of gyration - Theorem of perpendicular a"is- Theorem of parallel a"is simple problems.UNIT IV ELASTIC PROPERTIES OF SOLIDS 10tress strain diagram for mild steel, :igh tensile steel and concrete - !oncept of a"ial andvolumetric stresses and strains. $e"cluding composite bar&UNIT V ELASTIC CONSTANTS 7Alastic constants - Relation between elastic constants - Application to problems.TOTAL: 5 PERIODSOUTCOMES:A& &'( ()* +, &'( -+./0(1 &'( 0&.*()& 0'+.2* 3( 432( &+: Apply the concepts of action of forces on a body and should be able to apply the e(uilibriumconcepts. AnalyGe any type of determinate trusses with different end conditions. To solve the sectional properties for any geometrical shapes. The concepts of elastic constants and its applications for various types of problems with athorough understanding of stresses and strain.RE!UIRED READINGS*. +ansal R.;. A te"t book on Angineering )echanics, /a"mi %ublications, Delhi, .663... +ansal R.;. A te"tbook on trength of )aterials, /akshmi %ublications, Delhi .66E.REFERENCES:*. %unmia %.!., Ctrength of )aterials and Theory of tructuresDH ,ol. 2, /akmi %ublications, Delhi*001... Ramamrutham ., Ctrength of )aterialsD, Dhanpatrai - ons, Delhi, *006.7. 'ash I.A., Ctrength of )aterialsD chaums eries, )c@raw :ill +ook !ompany, *080.1. Ra>put R.;., Ctrength of )aterialsD, . !hand - !ompany /td., 'ew Delhi, *004.