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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	$E = 0.001 N/mm^2$
Material		Poisson’s ratio	$\nu= 0.3$
Geometry	Cross-section	Thickness	$e=1000 mm$
Geometry	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	$1.00m$
Mesh		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.

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