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SLL 02: shear deformation in simply supported beam


Material Modulus of elasticity E = 200 000 N/mm^2
Poisson’s ratio \nu= 0.3
Geometry Cross-section Area A = 3 100 mm^2
Moment of inertia I = 28 100 000 mm^4
Factor for shear \lambda = 2.42
Loads On the entire beam p = 100 kN/m


Deformation \delta_y in Diamonds

Point Which result Independent reference Diamonds Difference
C Deformation \delta_y -1,25926mm -1,24673mm -1,00%


  • Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 02: poutre courte sur 2 appuis articulés.
  • Tested in Diamonds 2023r01.

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