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    PAVAI COLLEGE OF TECHNOLOGY-PACHAL

    DEPARTMENT OF MECHANICAL ENGG

    THIRD YEAR /SIXTH SEMESTER

    ANNA UNIVERSITY COIMBATORE

    SIMULATION AND ANALYSIS LAB

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    TO STUDY ABOUT ANSYS SOFTWARE

    INTRODUCTIONCAE - Computer Aided EngineeringFEA Finite Element Analysis

    - Approach of applying loads on a discretized element (divided) of a

    model and deriving the en d result for t he en tire m odel.

    ANSYS FEA simulation software by A NSYS Inc., U.S.A.

    OTHER SOFTWARES

    MSC NASTRAN,LS DYANA,

    COSMOS,Pro E Mechanical.

    VARIUOS CATEGORIZATION IN ANSYS

    ANSYS Multiphysics Mechanical

    E.magnetics

    FLOTRAN (C.F.D)

    LS-DYANA

    Professional

    Design space et c.,

    Mechanical structural analysis

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    Thermal analysis

    Electromagnetic analysis

    Computational uid dynamics

    Coupled eld analysis

    FEA ANALYSIS PROCEDURE

    A.PRE-PROCESSOR

    (Preference phase) ****create / import model

    ****dene m aterial properties

    ****discretize / m esh the m odel

    ****dene the boundary con ditions & loads

    B. ANALYSIS

    (Processor phase) ****problem solving / evaluation

    C.POSTPROCESSOR

    ****review of result / deformed shape

    ****generating rep orts i n various forms.

    THE STEPS THAT WILL BE FOLLOWED IN THE SOFTWAREEXECUTION ARE:

    A. Preprocessing

    1. Change Job name.2. Dene element type.3. Dene real constants.4. Dene m aterial properties.

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    5. Create k ey p oints.6. Create lines b etween key points.7. Specify element division length.8. Mesh the lines

    B. Solution9. Apply con straints an d loads to the model.

    10. Solve.

    C. Post processi ng

    11. Plot deformed shape.12. List reaction forces.13. List the d eections.13. Exit the ANSYS program.

    250902470.docINTRODUCTION TO ANSYS

    The ANSYS program is a computer program for nite elementanalysis and design. You use the program to nd out how a given design worksunder operating conditions. You can also use the ANSYS program to calculatethe p roper d esign for gi ven operating conditions.

    The ANSYS program is a general-purpose program, meaning that youcan use i t for a lmost any type of nite el ement analysis in virtually a ny industry-automobiles, aerospace, railways, machinery, electronics, sporting goods, powergeneration, power transmission, and biomechanics, to mention just a few.General-purpose also refers to the fact that the program can be used in alldisciplines of en gineering-structural, mechanical, electrical, electromagnetic,electronic, thermal, uid, and biomedical.

    A TYPICAL ANALYSIS

    The ANSIS program has many nite element analysis capabilitiesranging from a simple, linear st atic analysis to a complex, nonlinear transientdynamic a nalysis.

    . Build the model

    . Apply loads an d obtain the solution

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    . Review the result

    STRUCTURAL ANALYSIS

    Many types of structural analysis are available in the ANSYSprogram. The primary unknowns (nodal degree of freedom) calculated in astructural analysis are displacements. Other quantities, su ch as strains,stresses, and reaction forces, are t hen derived from the n odal displacements.

    The following types of stStatic AnalysisModal AnalysisHarmonic an alysis Transient dynamic an alysis

    Spectrum analysisBuckling analysis

    In addition to the above analysis types, several special-purpose features areavailable, such as fracture m echanics, composites a nd fatigue.

    THERMAL ANALYSIS

    Thermal analyses are used to calculate the temperaturedistribution and related thermal quantities in an object. The ANSYS programuses a heat ba lance equation obtained from the principle of conservation ofenergy as the basis for thermal analysis. All three primary modes of heattransfer-conduction, convection, and radiation are handled by the ANSYSprogram. In addition to the three m odes of heat t ransfer, you can account forspecial effects su ch as ch ange of phase a nd internal heat generation.

    . Steady state thermal analysis

    . Transient thermal analysis

    . Radiation

    MAGNETIC FIELD ANALYSIS

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    Magnetic analyses are used to calculate the magnetic eld in devicessuch as power generators, transformers, video display devices a nd so forth. The

    ANSYS program uses Maxwell's equations as the basis for magnetic eldanalysis. The three types of magnetic an alyses a re possible:

    Static m agnetic a nalysisHarmonic magnetic an alysis

    Transient magnetic analysis

    Six element types are available for magnetic analysis, consisting of 2-Delement, three 3-D elements, and one 3-D current-source line element.

    ELECTRIC FIELD ANALYSIS

    Electric eld analysis is used to calculate the electric eld in

    conductive or capacitive systems. The ANSYS program uses Lap lace equ ation asthe b asis for st atic e lectric eld analysis.

    FLUID ANALYSIS

    A "uid analysis" in the ANSIS program may mean any of thefollowing ca pabilities:

    Fluid ow with heat transfer Acoustics

    Contained uidDynamic uid coupling

    COUPLED-FIELD ANALYSIS

    A coupled-eld analysis is one that takes into account theinteraction (coupling) between two or m ore d isciplines o f engineering.

    MODEL GENERATION

    The ultimate purpose of your nite-element analysis is to recreatemathematically the behavior of an actual engineering system. The modelgeneration will mean the process of dening the geometric conguration of yourmode's nodes and elements.

    Typical steps involved iodel

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    Planning your approachErect coordinate syst emsUsing picking and working plansSolid modeling

    Meshing your solid modelRevising your model Adaptive meshing

    Direct gen eration Piping models Number control and element reorderingCoupling an d constrained equations

    LOADING AND SOLUTION

    The primary objective of a nite element analysis is to examine theresponses o f a structure or com ponent to certain loading conditions. Specifyingthe proper loading conditions is, therefore, a key step in the analysis. You canapply loads on the model in a variety of ways in the ANSYS program. Also withthe help of load step options, you can control how the loads a re actually usedduring solution.

    LOADING

    A load step is simply a conguration of loads for which a solution isobtained. How to apply loads? Most loads can be applied either on the solidmodel or on the nite element model.

    SOLUTION

    Two methods of solution are available in the ANSYS program:frontal solution and Jacobin conjugate gradient (JCG)solution. You can choosethe m ethod as an analysis op tion. By default, the frontal method is u sed.

    POST PROCESSING

    Post processing is that phase of an analysis in which you review the results. Itis probably the most important step in the analysis. Two postprocessors areavailable to review your r esults: POST1, the gen eral postprocessor, and POST26,the time-history p rocessor.POST1 allows you to revi ew the results over t he en tiremodel at specic load steps and sub steps. POST26 allows you to review the

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    variation of a partito frequency, or w ith respect to s ome ot her r esult points.

    GRAPHICS

    CREATING GRAPHICS DISPLAYS

    You can create many types of graphics displays--geometry displays, resultdisplays, and graphs. Creating any displays is a two step process: rst, you usegraphics specication function to establish specications for your d isplay, then

    you use graphics action function to actually produce the displfunctions can be activated either by issuing commands, or by manipulatingspecial menus.

    Getting st arted with graphicsCreating geometry displays by using button menus or action commands.Creating geometric results d isplays.Creating Graphs

    SELECTING AND COMPONENTS

    Select logic is the ability to select subsets of nodes, elements, keypoints,lines,etc. so that you work with a handful of entries. The ANSYS program uses adatabase to store al l the data that you dene during an analysis. This d atabasedesign allows you to se lect only a portion of the data without destroying the restof the data. You can select a subset of entities b y using a combination of seven

    basic select functions: senone, and invert.

    SUB MODELING

    Sub modeling is a nite element technique to get more accurateresults in a region of your model. The procedure for su b modeling consists of the

    following steps:Create and analyze the coarse modelCreate the sub modelPerform cut boundary interpolation

    Analyze the sub model Verify the sub model

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    ANSYS PARAMETRIC DESIGN LANGUAGE (APDL)

    APDL stands for ANSYS parametric design language which allows you to build your model in terms of et

    design changes easily and conveniently. In APDL parameters are user- named variables to which you can assimeri

    a numeric eld of an ANSYS command, the value of that parameter will besubstituted.

    DESIGN OPTIMIZATION

    Design optimization is a technique that seeks to determine anoptimum design. To calculate an optimum design, the ANSYS program performsa series o f analysis a nd the u sual procedure for d esign optimization consists of

    six main steps:Initialize th e design variable parametersBuild the m odel parametrically (PREP7)Obtain the solution (SOLUTION)Retrieve th e resu lts d ata parametrically a nd initialize t he st ate

    Variable and objective function parameters (POST1/POST26)Declare optimization variables a nd begin optimization (OPT)Review and verify optimum results

    Sub structuring

    Sub structuring is a procedure that condenses a group of elementsinto one element represented as a matrix. A substructure analysis involves t hreedistinct steps o r pa sses:

    Generation passUse passExpansion pass

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    CONDUCT THE STRUCTURAL ANALYSIS OF PLATE WITH A CIRCULARHOLE-IN A POINT LOAD

    EX NO:1DATE:

    AIM:

    To conduct the structural analysis of plate with a cirusing ANSYS 10

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Solid-Quad 4 node 42 / 4

    Node 182 ok close the window

    Option-Plane st ress w ith Thickness-Ok

    Real constant Add-Add-Ok Give the thickness value-ok.

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    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Area-Rectangle-By two corner-Give the reference

    value& Dimension of rectangle-ok

    Crate-Area-Circle-Solid Circle-Give the Reference Value&

    Dimension of circle value

    Operate-Boolean-Subtract-Area-Select the Area (Select the

    Subtract from the base Area) Ok.

    Meshing-Size Control-Manual Size-Picked Area-Give the value of

    meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-SolveCurrentls-ok.

    General post Processor-Plot result-Counterplot-ok.

    RESULT:

    Thus the rectangular object was analyzed (Deformed &Stress

    Distribution) & simulated using ANSY 10 Software.

    CONDUCT THE STRUCTURAL ANALYSIS OF PLATE WITH ACIRCULAR HOLE-IN A UDL

    EX NO:2DATE:

    AIM:

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    To conduct the structural analysis of plate with a cirusing ANSYS 10

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

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    Preprocessor Element Type-Add-Add-Solid-Quad 4 node 42 / 4

    Node 182 ok close the window

    Option-Plane st ress w ith Thickness-Ok

    Real constant Add-Add-Ok Give the thickness value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Area-Rectangle-By two corner-Give the reference

    value& Dimension of rectangle-ok

    Crate-Area-Circle-Solid Circle-Give the Reference Value&

    Dimension of circle value

    Operate-Boolean-Subtract-Area-Select the Area ( Select the

    Subtract from the base Area) Ok.

    Meshing-Size Control-Manual Size-Picked Area-Give the value of

    meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-SolveCurrentls-ok.

    General post Processor-Plot result-Counterplot-ok.

    RESULT:

    Thus the rectangular object was analyzed(Deformed &Stress

    Distribution) & simulated using ANSY 10 Software.

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    CONDUCT THE STRUCTURAL ANALYSIS OF PLATE WITH ACIRCULAR HOLE-IN A UDL

    EX NO:3DATE:

    AIM:

    To conduct the structural analysis of L angle plate with a hole using ANSYS 10

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Solid-Quad 4 node 42 / 4

    Node 182 ok close the window

    Option-Plane st ress w ith Thickness-Ok

    Real constant Add-Add-Ok Give the thickness value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Area-Rectangle-By two corner-Give the reference value& Dimension of rectangle-ok

    Crate-Area-Circle-Solid Circle-Give the Reference Value&

    Dimension of circle value

    Operate-Boolean-Subtract-Area-Select the Area (Select the

    Subtract from the base Area) Ok.

    Meshing-Size Control-Manual Size-Picked Area-Give the value of

    meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-Ok

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    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.

    General post Processor-Plot result-Counterplot-ok.

    RESULT:

    Thus the L angle plate was analyzed (Deformed &Stress

    Distribution) & simulated using ANSY 10 Software

    CONDUCT THE STRUCTURAL ANALYSIS OF PLATE WITH ACIRCULAR HOLE-IN A UDL

    EX NO: 4DATE:

    AIM:

    To conduct the structural analysis of L angle plate with a hole using ANSYS 10

    APPARATUS REQUIRED:1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Solid-Quad 4 node 42 / 4

    Node 182 ok close the window

    Option-Plane st ress w ith Thickness-Ok

    Real constant Add-Add-Ok Give the thickness value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

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    Modeling-Create Area-Rectangle-By two corner-Give the reference

    value& Dimension of rectangle-ok

    Crate-Area-Circle-Solid Circle-Give the Reference Value&

    Dimension of circle value

    Operate-Boolean-Subtract-Area-Select the Area (Select the

    Subtract from the base Area) Ok.

    Meshing-Size Control-Manual Size-Picked Area-Give the value of

    meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.

    General post Processor-Plot result-Counterplot-ok.

    RESULT:

    Thus the L angle plate was analyzed (Deformed &Stress

    Distribution) & simulated using ANSY 10 Software.

    CONDUCT THE STRUCTURAL ANALYSIS OF STEPPED BAR

    EX NO: 5DATE:

    AIM:

    To conduct the structural analysis of Stepped bar using ANSYS 10

    APPARATUS REQUIRED:

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    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES :

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    Structural-ok

    Preprocessor Element Type-Add-Add-2 D Spar 1 apply -2 Spar 1-

    add - ok close the window

    Option-Plane st ress w ith Thickness-Ok

    Real constant Add-Add-Ok Give the thickness value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Area-Rectangle-By two corner-Give the reference

    value& Dimension of rectangle-ok

    Meshing-Mesh attributes-select element 1&2 mesh -Size Control-

    Manual Size-Picked Area-Give the value of meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.

    General post Processor-Plot result-Counterplot-ok.

    RESULT:

    Thus the stepped bar was analyzed (Deformed &Stress

    Distribution) & simulated using ANSY 10 Software.

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    CONDUCT THE STRUCTURAL ANALYSIS OF RECTANGLAR BAR WITH HOLE

    EX NO: 6

    DATE:

    AIM:

    To conduct the structural analysis of rectangular bar with holeusing ANSYS 10

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Solid-Quad 4 node 42 / 4

    Node 182 ok close the window

    Option-Plane st ress w ith Thickness-Ok

    Real constant Add-Add-Ok Give the thickness value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Area-Rectangle-By two corner-Give the reference

    value& Dimension of rectangle-ok

    Meshing- Size Control-Manual Size-Picked Area-Give the value of

    meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-OkForce/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.

    General post Processor-Plot result-Counterplot-ok.

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    RESULT:

    Thus the rectangular bar with hole was analyzed (Deformed

    &Stress D istribution) & simulated u sing ANSY 12 Software.

    CONDUCT THE STRUCTURAL ANALYSIS OF STEPPED PIPE

    EX NO: 7

    DATE:

    AIM:

    To conduct the structural analysis of Stepped Pipe using ANSYS 10

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-pipe-2 D elastic sp ar-apply 2

    D elastic sp ar- ok close t he window

    Option-Plane st ress w ith Thickness-Ok

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    Real constant Add-Add-Ok Give the Dimensions value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Area-Rectangle-By two corner-Give the reference

    value& Dimension of rectangle-ok

    Meshing- Size Control-Manual Size-Picked Area-Give the value of

    meshing size- OK

    Mesh-Area-Free-Select the Area-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/Line/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.

    General post Processor-Plot result-Counterplot-ok.

    RESULT:

    Thus the Stepped pipe was analyzed (Deformed &Stress

    Distribution) & simulated using ANSY 10 Software.

    CONDUCT THE STRUCTURAL ANALYSIS, SHEAR FORCE & BENDINGMOMENT DIAGRAM OF CANTLEVER BEAM

    EX NO: 8DATE:

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    AIM:

    To conduct the structural analysis, shear force diagram& BendingMoment diagram of cantilever beam using ANSYS 10

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Beam -2 D elastic - ok close

    the window

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    Option

    Real constant Add-Add-Ok Give the Dimensions of thickness,

    Moment of inertia value-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Key Point, create line, Pick Key p oint -ok

    Meshing- Size Control-Manual Size-Picked line -Give the value of

    meshing size- OK

    Mesh-line -Free-Select the line-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/all DOF/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.General post Processor-Plot result-Counterplot-ok.

    General post processor-Dene table-add table-smisc 1 -by seq no-smisc 2, apply-smisc 2 , by seq no, smisc 8 okGeneral post processor-Dene table-add table-smisc 1 -by seq no-smisc 2, apply-smisc 6 , by seq no, smisc 12 ok

    RESULT:

    Thus the cantilever beam was analyzed(deformed, Stressdistribution, Shear force diagram& bending moment diagram ) &simulated using ANSY 10 Software.

    CONDUCT THE STRUCTURAL ANALYSIS, SHEAR FORCE & BENDINGMOMENT DIAGRAM OF SIMPLY SUPPORTED BEAM

    EX NO: 9

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    DATE:

    AIM:

    To conduct the structural analysis, shear force diagram& Bending Moment diagram of simply supported beam using ANSYS 10.

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Beam -2 D elastic - ok close

    the window

    Option

    Real constant Add-Add-Ok Give the Dimensions of thickness,

    Moment of inertia va lue-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Key Point, create line, Pick Key p oint -ok

    Meshing- Size Control-Manual Size-Picked line -Give the value ofmeshing size- OK

    Mesh-line -Free-Select the line-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/all DOF/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.General post Processor-Plot result-Counterplot-ok.General post processor-Dene table-add table-smisc 1 -by seq no-smisc 2, apply-smisc 2, by seq n o, smisc 8 okGeneral post processor-Dene table-add table-smisc 1 -by seq no-smisc 2, apply-smisc 6, by seq n o, smisc 12 ok

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    RESULT:

    Thus the cantilever beam was analyzed (deformed, Stress

    distribution, Shear force diagram& bending moment diagram) &simulated using ANSY 10 Software.

    CONDUCT THE THERMAL ANALYSIS OF AN OBJECT

    EX NO: 10DATE:

    AIM: To conduct the thermal conduction analysis of an object using

    ANSYS 10.

    APPARATUS REQUIRED:

    1. P.C

    2. ANSYS 10 SOFTWARE

    DIAGRAM:

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    PROCEDURE:

    Open an ANSYS le, Change le Name

    PREFERENCES : Structural-ok

    Preprocessor Element Type-Add-Add-Beam -2 D elastic - ok close

    the window

    Option

    Real constant Add-Add-Ok Give the Dimensions of thickness,

    Moment of inertia va lue-ok.

    Material properties-Material model Structural-Linear-Elastic-

    Isotropic-Give Youngs Modulus Value-Poissons Ratio value-Ok-

    Close the Window.

    Modeling-Create Key Point, create line, Pick Key p oint -ok

    Meshing- Size Control-Manual Size-Picked line -Give the value of

    meshing size- OK

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    Mesh-line -Free-Select the line-ok.

    Load-Dene load-Apply-Structural-Displacement-Select Key

    point/all DOF/Area-Ok

    Force/Pressure-Apply on Key Point/Area/Node-Ok

    SOLUTION:

    Solution-Solve-Currentls-ok.General post Processor-Plot result-Counterplot-ok.General post processor-Dene table-add table-smisc 1 -by seq no-smisc 2, apply-smisc 2, by seq n o, smisc 8 okGeneral post processor-Dene table-add table-smisc 1 -by seq no-smisc 2, apply-smisc 6, by seq n o, smisc 12 ok

    RESULT:

    Thus the cantilever beam was analyzed (deformed, Stressdistribution, Shear force diagram& bending moment diagram) &simulated using ANSY 10 Software.