Home
Diamonds
Validation
Static analysis
Plate/shell structures
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 2023r01.

Article Attachments

.bsf

SSLS26 88 KB

Was this article helpful?

Need Support?

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

CONTACT SUPPORT