GN 10i-S-NAluminium profielen

Profieltype zwaar, geanodiseerd, natuurlijke kleur

i-Modulair systeem, met open sleuven aan alle zijden, profieltype licht / zwaar

Technical datasheet

Profieltype zwaar, geanodiseerd, natuurlijke kleur

GN 10i-S-N

Profieltype zwaar, geanodiseerd, natuurlijke kleur

GN 10i-L-S

Profieltype licht, geanodiseerd, zwart

GN 10i-L-N

Profieltype licht, geanodiseerd, natuurlijke kleur

GN 10i-S-N

Reset

Code	s₁	s₂	n	Length l in m +1.5mm	Bundle Pieces	d	k	m	s₃	t	Grid size

GN 10i-80808S-N-2-1	80	80	8	2	1	6.8	40	-	4.5	12.25	40	14400
GN 10i-80808S-N-3-1	80	80	8	3	1	6.8	40	-	4.5	12.25	40	21600

Profile types

Type L: Light
Type S: Heavy

Aluminum

Anodized, natural color N
Anodized, black S (Type L)

Aluminum profiles GN 10i are produced by extrusion molding. They can be used, for example, to easily construct protective enclosures, workplace equipment or jigs.

Aluminum profiles in combination with the removable and reusable accessories form a flexible modular system. Attachments can be fastened to either the slots or the end faces via the holes.

The profile type light is typically used for small loads or for weight-optimized constructions.

Aluminum profiles are supplied in bundles. The table shows the quantity included in each bundle.

GN 50i T-Nuts
GN 60i Cover Caps
GN 70i Cover and Edging Profiles
GN 71i Cover Profiles
GN 80i Transport and Base Plates

Material: Al Mg Si 0.5 F25 (EN AW – 6063)
Delivery condition: Artificially aged
Anodized coating: E6EV1 (natural color), layer thickness: 10 μm
Dimensional deviations as per DIN EN 12020-2
Tensile strength R_m min. 245 N/mm²
Yield point Rp0,2 min. 195 N/mm²
Density 2.7 kg/dm³
Linear expansion coefficient 23,6x10^-6 1/k
Modulus of elasticity E ≈ 70,000 N/mm²
Hardness ≈ 75HB -2.5/187.5

n	Grid size	Profile type	F_N* in N
-	-	-	With T-Nuts GN 50i
-	-	-	Type N	Type V	Type S
6	30	Light	3000	3000	-
8	40	Light	7500	5500	-
8	40	Heavy	15000	15000	19000

* Depending on the thread size of the T-nut

W_x, W_y = Axial resistance torque against bending

l_x, l_y = 2nd moment of area against bending

l_t = 2nd moment of area against torsion

A = Cross-section area

m = Length-related mass

GN 10i Profile type light
s₁	s₂	n	Grid size	Bending axis x-x		Bending axis y-y		l_t	A	m ≈
-	-	-	-	l_x in cm4	W_x in cm3	l_y in cm4	W_y in cm3	in cm4	in cm2	in kg/m
30	30	6	30	2.9	1.94	2.9	1.94	0.3	3.43	0.93
30	60	6	30	21.2	7.07	5.54	3.69	3.18	6.13	1.65
60	60	6	30	39.5	13.2	39.5	13.2	21.5	10.0	2.7
40	40	8	40	9.1	4.55	9.1	4.55	1.36	6.47	1.75
40	80	8	40	70.2	17.6	16.8	8.45	9.94	11.3	3.08
80	80	8	40	130.1	33.2	130.1	33.2	80.8	19.3	5.17

GN 10i Profile type heavy
s₁	s₂	n	Grid size	Bending axis x-x		Bending axis y-y		l_t	A	m ≈
-	-	-	-	l_x in cm4	W_x in cm3	l_y in cm4	W_y in cm3	in cm4	in cm2	in kg/m
40	16	8	40	1.06	1.25	6.75	3.37	0.97	4.15	1.12
40	40	8	40	13.9	6.95	13.9	6.95	1.88	9.05	2.45
40	80	8	40	101.0	25.2	26.7	13.4	18.8	16.5	4.51
80	80	8	40	187.8	46.9	187.8	46.9	128.4	26.7	7.2

GN 11i Profile type light
s₁	s₂	n	Grid size	Bending axis x-x		Bending axis y-y		l_t	A	m ≈
-	-	-	-	l_x in cm4	W_x in cm3	l_y in cm4	W_y in cm3	in cm4	in cm2	in kg/m
40	40	8	40	9.63	4.96	9.63	4.96	5.41	6.79	1.83

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