1. Home
  2. Diamonds
  3. Validation
  4. Static analysis
  5. Plate/shell structures
  6. SLS 10: Simply supported rectangular plate loaded with punctual force and moments

SLS 10: Simply supported rectangular plate loaded with punctual force and moments

Description

Material Modulus of elasticity E = 0.001 N/mm^2
Poisson’s ratio \nu= 0.3
Geometry Cross-section Thickness e=1000 mm
Boundary conditions In points A, B & D R_y fixed
Loads In points B & C M_z=10Nm
In points A & D M_z=-10Nm
In points A & B M_x=20Nm
In points D & C M_x=-20Nm
In point C F=2N
Mesh Maximum element size 1.00m
Minimum element size 0.00m

Results

Deformation \delta_y in Diamonds

Point Which result Independent reference Diamonds Difference
C Deformation \delta_y -12.48m -12.48m -0.00%

References

  • Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLS 26: plaque rectangulaire sur appuis simples avec effort et moments ponctuels.
  • Tested in Diamonds 2024r01.

Article Attachments

Was this article helpful?

Related Articles

Need Support?
Can't find the answer you're looking for? Don't worry we're here to help!
CONTACT SUPPORT