Page 479 - RACCORDERIEMETALLICHE - LISTINO 2024

SISTEMI DI FISSAGGIO 477
Fixing systems • Befestigungssysteme • Systèmes de fixation • Sistemas de fijaciónes

Y 10 11
210-P3
PROFILO 2 M ZINCATO SENDZIMIR
• GALVANIZED FIXING RAIL 2 M
• MONTAGESCHIENE VERZINKT 2 M
• RAIL GALVANISÉ 2 M
• GUÍA PERFORADA GALVANIZADA 2 M
MATERIAL: DX51D+Z
GALVANIZATION: zincatura Sendzimir
Sendzimir galvanised
DIMENSION: 30 x 15 x 1,5

Jx
Wy
Jy
Wx
CODE Section cm 4 cm 4 cm³ cm³ kg/m €
cm²
210000000 0,98 0,30 1,26 0,33 0,84 0,70 6 barre 19,11
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.

210000000 L (mm)
30x15x1,5 500 1000 1500 2000
F1 36 15 7 4
F2 27 9 4 2
F3 18 6 3 2

Q 73 25 11 6

Y 10 11
210-P4

PROFILO 2 M ZINCATO SENDZIMIR
• GALVANIZED FIXING RAIL 2 M
• MONTAGESCHIENE VERZINKT 2 M
• RAIL GALVANISÉ 2 M
• GUÍA PERFORADA GALVANIZADA 2 M
MATERIAL: DX51D+Z
GALVANIZATION: zincatura Sendzimir
Sendzimir galvanised
DIMENSION: 32 x 20 x 2,5

Wx
Jy
Wy
Jx
CODE Section cm 4 cm 4 cm³ cm³ kg/m €
cm²
210000001 1,87 0,94 2,70 0,80 1,68 1,30 6 barre 31,28
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.

210000001 L (mm)
32x20x2,5 500 1000 1500 2000
F1 86 43 21 12
F2 65 28 13 7
F3 43 20 9 5
Q 173 77 34 19

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