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A 2m long cantilever with rectangular section (60mmx90mm)
is subjected to uniformly distributed load 4KN/m throughout
its length. Determine the maximum bending stress and its
deflection.
Take E = 200 Gpa.
Moment of Inertia I = (60 X 903)/12mm4
= 364.5X104 mm4
y = 90 / 2 = 45mm
σmax = Mmaxy / I = (8 X 106 X 45) / (364.5X104)
= 98.76 MPa
The window above shows the input that is used in preprocessor and solution
part. Make sure that the data given above are correct and then press OK.
Results Comparison
Ansys Theoretical
Deformation 10mm 10.34mm
Stress 98.76 N/ mm2 98.76 N/mm2
8. Cantilever with UDL

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8. Cantilever with UDL

  • 1. A 2m long cantilever with rectangular section (60mmx90mm) is subjected to uniformly distributed load 4KN/m throughout its length. Determine the maximum bending stress and its deflection. Take E = 200 Gpa.
  • 2. Moment of Inertia I = (60 X 903)/12mm4 = 364.5X104 mm4 y = 90 / 2 = 45mm σmax = Mmaxy / I = (8 X 106 X 45) / (364.5X104) = 98.76 MPa
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  • 30. The window above shows the input that is used in preprocessor and solution part. Make sure that the data given above are correct and then press OK.
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  • 53. Results Comparison Ansys Theoretical Deformation 10mm 10.34mm Stress 98.76 N/ mm2 98.76 N/mm2