SLL 01: fixed beam with various loads


Material Modulus of elasticity E = 210 000 N/mm^2
Geometry Cross-section Moment of inertia I =17 000 mm^4
Boundary conditions Point A, B Fixed
Loads In point E F = 20 kN
In point D F_1 =30 kN
In point E F_2 =10 kN
In point D C = 3 kNm
On the entire beam p = 24 kN/m


Deformation \delta_y in Diamonds

Point Which result Independent reference Diamonds Difference
A Horizontal reaction R_x -24,0kN -24,0kN 0,00%
G Shear force V_z  -0,54kN -0,54kN 0,00%
G Bending moment M_z 2,8kNm 2,8kNm 0,00%
G Deformation \delta_y 49mm  49,02mm  0,04%


  • Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 01: poutre élancée sur 2 appuis encastrés.
  • Tested in Diamonds 2023r01.

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