Experiment: 03
Structural Analysis of 2D truss with load at center
Note: Cross-sectional area of truss members = 3.0E-4 m2; Modulus of Elasticity = 2.07E11 N/m2. Circled
numbers shown are node numbers.
Procedure:
The steps that will be followed are
1. Geometry:
a) For sketch Select x-y plane click normal (look at)
b) Draw a sketch, click sketching
Click >sketching >line
c) After sketching make a line body.
Concept > line from sketches > line 1 > sketch 1 > click line of sketch > generate
d) Give cross-section to line body.
Select concept > cross-section > circular > dimension > 0.1m > click line body > detail view >
cross section > circular 1
e) Cross the working area.
2. Model:
a) Mesh the line body.
Right click on the mesh > generate > mesh
b) Click detail of mesh to perform sizing.
Mesh > sizing > relevance center > fine
3. Setup:
a) Apply support on the line body
Click on static > support > fixed support
b) To fix supports of node 1, node 5
Click vertex > node 1 > apply (detail)
Click vertex > node 5 > apply (detail)
c) Apply load (force)
d) Apply 125, 100 newton force downward on node 2, node 3
Click > load > force > node 2 > apply vector > change into component > magnitude 125N >
click load > force > node 3 > apply vector> change into component > magnitude 100N >
e) After applying the force
Click static structure > right click > solve
4. Solution:
a) To get the solution of 2d truss
Right click on solution > insert > deformation > total
b) To evaluate the all result
Right click > solution > evaluate all result.
5. Result:
a) To get the result
Click > total deformation
b) For getting report
Click > report preview
c) To save the file
Click > publish.
Comments:
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