DESIGN AND PERFORM STRUCTURAL ANALYSYS OF A TRUSS USING ANSYS 9
DESIGN AND PERFORM STRUCTURAL ANALYSIS OF A TRUSS USING
                ANSYS (mechanical APDL)
Pre-processor:
 A typical analysis in ANSYS begins with pre-processing where data such as the
geometry, materials and element types are specified.
      Set preferences: The preferences dialog box allows to choose the desired
      engineering discipline for context filtering of menu choices.
             - Turn on structural.
             - Select structural discipline options as h-method.
     Define element types and options: Select proper element from this dialog box.
             Pre-processor →Element type →Add/Edit/Delete
             Select Beam Link-2D spar-1.
DESIGN AND PERFORM STRUCTURAL ANALYSYS OF A TRUSS USING ANSYS 9
     Define real constants: Real constant provide additional geometry information.
     In this problem links of the entire truss configuration is of same cross-sectional
     area. Cross section area = 0.01m2.
     Define material properties: Material properties are constitutive properties of a
     material such as young’s modulus and poisson’s ratio. Assume the material as
     isotropic.
             In this problem Young’s modulus = 2x107N/m2
             Poisson’s ratio = 0.27
DESIGN AND PERFORM STRUCTURAL ANALYSYS OF A TRUSS USING ANSYS 9
     Modelling: This problem has Discretised into 24 elements formed from 14
     nodes. In the world co-ordinate system the co-ordinates of the fourteen nodes
     are as follows.
             1-(0,0), 2-(80,0) , 3-(10,30) , 4-(40,30) , 5-(70,30) , 6-(20,60) , 7-(40,60) ,
             8(60,60) , 9-(20,100) , 10-(60,100) , 11-(60,140) , 12-(100,140) , 13-
             (140,140) , 14-(100,110) . All dimensions are in meters only.
             Pre-processor →Modelling →Create →Nodes → In-Active CS
             After entering co-ordinates of each node click on Apply to enter next
             node click on O.K after entering the last node.
      Elements: In this problem link is assumed as isotropic so no need to set the
      element attributes.
      Pre-processor →Modelling →Create →Elements →Thru-Nodes
      Select two nodes to create an element. Then click on Apply and repeat the
      same procedure for the complete truss.
DESIGN AND PERFORM STRUCTURAL ANALYSYS OF A TRUSS USING ANSYS 9
      Solution:
      Boundary conditions(Displacement constraints) and loads can be applied in
      this stage.
      i)     Displacement Constraints :
             Solution → Loads → Apply → Structural → Displacements → On Nodes
             Select Node-1 as displacement constraint and click on Apply . In this
             dialog box click on All DOF and Click on O.K.
             Select Node-2 and click on Apply . In this dialog box click on UY and
             click on O.K .
      ii)    Applying forces:
             Solution → Loads → Apply →Force/Moment on Nodes
             Select Node-13 and click on Apply . In this dialog box select UX and
             enter UX= 16525N. Again pick node-13 UY= -41298N.
DESIGN AND PERFORM STRUCTURAL ANALYSYS OF A TRUSS USING ANSYS 9
      iii)   Solve:
             Solution → Solve → Current L.S
Post processor:
Post processor is used to review the results through graphics display and tabular
listing.
      General Post processor →Plot Results →Nodal Solution
      In this dialog box select items to be contoured as DOF Solution and translation
      as USUM.
      Item to be plotted is Def + Undeformed. Then click on O.K.
DESIGN AND PERFORM STRUCTURAL ANALYSYS OF A TRUSS USING ANSYS 9
Submitted by:-
                    A.Teja             316126520065
                    A.Mahidhar         316126520064
                    G.Naveen kumar     316126520019
                    B.Naveen           316126520069
                    D.Gamya            316126520012
                    A.Hindusha         316126520020
Submitted to:-
                 B.Roopsandeep sir