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  6. SLX 04: Hyperstatic porch loaded in the plane

SLX 04: Hyperstatic porch loaded in the plane


Material Modulus of elasticity E = 210 000 N/mm^2
Geometry Cross-section For bars AB & DE I = 500 000 000 mm^4
For bars BC & CD I = 250 000 000 mm^4
Boundary conditions In points A & E Simple supports
Loads In point B F = 10kN
M = 100kNm
In point C F = 20kN
On bar BC q = 3kN/m


Deformation \delta_y in Diamonds

Location Which result Independent reference Diamonds Difference
A Vertical reaction R_y 33,233kN 33,233kN 0.00%
A Horizontal reaction R_x 20,610kN 20,606kN -0,02%
C Deformation \delta_y 31,606mm 32,978mm 4,34%


  • Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 14: portique plan articulé en pied
  • Tested in Diamonds 2023r01.

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