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P. 478
476 SISTEMI DI FISSAGGIO
Fixing systems • Befestigungssysteme • Systèmes de fixation • Sistemas de fijaciónes
Y 10 11
210-P1
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: 27 x 18 x 1,2
Jy
Jx
Wx
Wy
CODE Section cm 4 cm 4 cm³ cm³ kg/m €
cm²
210000004 0,84 0,34 0,92 0,32 0,68 0,55 10 barre 17,27
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.
210000004 L (mm)
27x18x1,2 500 1000 1500 2000
F1 37 19 8 5
F2 28 11 5 3
F3 19 8 4 2
Q 75 30 13 8
Y 10 11
210-P2
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: 28 x 30 x 1,8
Wx
Jy
Wy
Jx
CODE Section cm 4 cm 4 cm³ cm³ kg/m €
cm²
210000005 1,58 1,76 2,08 1,02 1,49 1,17 10 barre 32,31
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.
210000005 L (mm)
28x30x1,8 500 1000 1500 2000
F1 116 58 39 23
F2 87 44 24 14
F3 58 29 17 10
Q 233 116 66 37
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