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SLL 02: shear deformation in simply supported beam

SLL 02: shear deformation in simply supported beam

Description

Material		Modulus of elasticity	$E = 200 000 N/mm^2$
Material		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	$p = 100 kN/m$

Results

Deformation $\delta_y$ in Diamonds

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

References

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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