image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150

Tableau de charge

PDF - Télécharger le tableau des charges impériales
PSFR_ICC_7_150_Imp_105

Tableau de charge

PDF - Télécharger le tableau des charges métriques
PSFR_ICC_7_150_Met_105
Parement muraux industriels/commerciaux

7-150

An Exposed Fastener System, , the 7-150 profile demonstrates the versatility of Agway profile designs as it can be used as a roof or wall cladding. Moreover, its load bearing capabilities enable 7-150 system components to function as a structural members. An economical system that’s very easy to install have made 7-150 a popular choice for industrial and commercial applications.

Available in various shapes and styles, Agway 7-150 comes in a full range of stock colours, with colour matched fasteners, trims and accessories.

Type de mesure

Illustration du profil

image of profile picture in imperial

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

image of profile picture in metric

1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.

Données Techniques

Épaisseur longueur SURFACE DE RECOUVREMENT
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 20 10 780 36
26 20 10 780 30
26 20 10 780 24
Épaisseur longueur SURFACE DE RECOUVREMENT
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 20 254 19.81 914
26 20 254 19.81 780
26 20 254 19.81 610

Propriétés physiques des sections

ÉPAISSEUR NOMINALE DE
L'ACIER DE BASE		 Masse
G90		 Force de
Rendement		 SECTION
MODULUS		 Fléchissement moment
D'INERTIE
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.018 1.04 33 0.0940 0.0888 0.0985
0.024 1.36 33 0.136 0.127 0.132
0.030 1.69 33 0.175 0.162 0.165
0.036 2.02 33 0.208 0.198 0.197
ÉPAISSEUR NOMINALE DE
L'ACIER DE BASE		 MASS
Z275		 AREA OF
STEEL		 Force de
Rendement		 SECTION
MODULUS		 Fléchissement moment
D'INERTIE
mm kg/m in2 MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.457 5.06 230 5.05 4.77 0.134
0.610 6.66 230 7.28 6.82 0.180
0.762 8.25 230 9.38 8.73 0.225
0.914 9.85 ` 230 11.2 10.7 0.270