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SISTEMI DI FISSAGGIO 479
Fixing systems • Befestigungssysteme • Systèmes de fixation • Sistemas de fijaciónes

Y 10 11
210-P8
PROFILO 3 M ZINCATO SENDZIMIR
• GALVANIZED FIXING RAIL 3 M
• MONTAGESCHIENE VERZINKT 3 M
• RAIL GALVANISÉ 3 M
• GUÍA PERFORADA GALVANIZADA 3 M
MATERIAL: DX51D+Z
GALVANIZATION: zincatura Sendzimir
Sendzimir galvanised
DIMENSION: 41 x 61 x 2,5

Jy
Wy
Wx
Jx
CODE Section cm 4 cm 4 cm³ cm³ kg/m €
cm²
210000008 4,25 17,56 12,88 5,67 6,29 3,34 5 barre 117,39
Asse di riferimento X-X
Il momento d’inerzia Jx-Jy ed i moduli di resistenza Wx-Wy sono calcolati in corrispondenza di una sezione omogenea (fori esclusi).
F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Portate calcolate considerando una freccia limite = L/200.
Reference axis X-X
Moment of inertia Jx-Jy and strength modulus Wx-Wy are calculated in correspondence with homogeneous section (holes excluded).
F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Loads calculation considering a limit deflection = L/200.

210000008 L (mm)
41x61x2,5 500 1000 1500 2000 3000
F1 605 302 202 151 96
F2 454 227 151 113 57
F3 302 151 101 76 41
Q 1210 605 403 302 154

Y 10 11
210-P9
PROFILO 3 M ZINCATO SENDZIMIR
• GALVANIZED FIXING RAIL 3 M
• MONTAGESCHIENE VERZINKT 3 M
• RAIL GALVANISÉ 3 M
• GUÍA PERFORADA GALVANIZADA 3 M
MATERIAL: DX51D+Z
GALVANIZATION: zincatura Sendzimir
Sendzimir galvanised
DIMENSION: 41 x 82 x 2,5

Jy
Wy
Wx
Jx
CODE Section cm 4 cm 4 cm³ cm³ kg/m €
cm²
210000009 6,50 36,83 18,35 8,98 8,95 5,10 5 barre 198,52
Asse di riferimento X-X
Il momento d’inerzia Jx-Jy ed i moduli di resistenza Wx-Wy sono calcolati in corrispondenza di una sezione omogenea (fori esclusi).
F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Portate calcolate considerando una freccia limite = L/200.
Reference axis X-X
Moment of inertia Jx-Jy and strength modulus Wx-Wy are calculated in correspondence with homogeneous section (holes excluded).
F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Loads calculation considering a limit deflection = L/200.

210000009 L (mm)
41x82x2,5 500 1000 1500 2000 3000
F1 958 479 319 239 160
F2 718 359 239 180 119
F3 479 239 160 120 80
Q 1916 958 639 479 319

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