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SLL 01: fixed beam with various loads

SLL 01: fixed beam with various loads

Description

Material		Modulus of elasticity	$E = 210 000 N/mm^2$
Geometry	Cross-section	Moment of inertia	$I =17 000 mm^4$
Geometry	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	$p = 24 kN/m$

Results

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%

References

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 2024r01.

Article Attachments

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Tagged: verification validation

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