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Ansys

The document provides instructions for 13 engineering analysis tasks involving beams, trusses, plates, and heat transfer. The tasks include calculating shear forces and bending moments, stresses, deflections, natural frequencies, temperature distributions, and forced response. Most specify assuming rectangular cross-sections between 0.1-0.3m and Young's moduli of 210GPa or 210MPa. Poisson's ratios are consistently 0.27 or 0.3.

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Chamala Daksheeswara Reddy
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396 views4 pages

Ansys

The document provides instructions for 13 engineering analysis tasks involving beams, trusses, plates, and heat transfer. The tasks include calculating shear forces and bending moments, stresses, deflections, natural frequencies, temperature distributions, and forced response. Most specify assuming rectangular cross-sections between 0.1-0.3m and Young's moduli of 210GPa or 210MPa. Poisson's ratios are consistently 0.27 or 0.3.

Uploaded by

Chamala Daksheeswara Reddy
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
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1.

Compute the Shear force and bending moment diagrams for the beam shown and find the
maximum deflection. Assume rectangular c/s area of 0.2 m * 0.3 m, Young’s modulus of
210 GPa, Poisson’s ratio 0.27.

2. Compute the Shear force and bending moment diagrams for the beam shown and find the
maximum deflection. Assume rectangular c/s area of 100 mm * 100mm, Young’s
modulus of210 MPa, Poisson’s ratio 0.27.

3. Compute the Shear force and bending moment diagrams for the beam shown and find the
maximum deflection. Assume rectangular c/s area of 100 mm * 100mm, Young’s
modulus of210 MPa, Poisson’s ratio 0.27.

4. Compute the Shear force and bending moment diagrams for the beam shown and find the
maximum deflection. Assume rectangular c/s area of 100 mm * 100mm, Young’s
modulus of210 MPa, Poisson’s ratio 0.27.
5. Compute the Shear force and bending moment diagrams for the beam shown and find the
maximum deflection. Assume rectangular c/s area of 0.2 m * 0.3 m, Young’s modulus of
210 GPa, Poisson’s ratio 0.27.

6. Compute the Shear force and bending moment diagrams for the beam shown and find the
maximum deflection. Assume rectangular c/s area of 0.2 m * 0.3 m, Young’s modulus of
210 GPa, Poisson’s ratio 0.27.

7. Consider the four bar truss shown in figure. For the given data, find Stress in each
element, Reaction forces, Nodal displacement. E = 210 GPa, A = 0.1 m2
8. Consider the two bar truss shown in figure. For the given data, find Stress in each
element, Reaction forces, Nodal displacement. E = 210 GPa, A = 0.1 m2

9. In the plate with a hole under plane stress, find deformed shape of the hole and determine
the maximum stress distribution along A-B (you may use t = 1 mm). E = 210GPa, t = 1
mm, Poisson’s ratio = 0.3, Dia of the circle = 10 mm, Analysis assumption – plane stress
with thickness is used.

10. To conduct the convective heat transfer analysis of a 2D component using ANSYS
software. Thermal conductivity of the plate, KXX=16 W/(m-K).
11. Solve the 2-D heat conduction problem for the temperature distribution within the
rectangular plate. Thermal conductivity of the plate, KXX=401 W/(m-K).

12. Modal Analysis of Cantilever beam for natural frequency determination. Modulus of
elasticity = 200GPa, Density = 7800 Kg/m3.

13. Conduct a harmonic forced response test by applying a cyclic load (harmonic) at the end
of the beam. The frequency of the load will be varied from 1 - 100 Hz. Modulus of
elasticity = 200GPa, Poisson’s ratio = 0.3, Density = 7800 Kg/m3.

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