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SLX 04: Hyperstatic porch loaded in the plane

SLX 04: Hyperstatic porch loaded in the plane

Description

Material		Modulus of elasticity	$E = 210 000 N/mm^2$
Geometry	Cross-section	For bars AB & DE	$I = 500 000 000 mm^4$
	Cross-section	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	$q = 3kN/m$

Results

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%

References

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

Tested in Diamonds 2024r01.

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