image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150
image of 4-150

Load Table

PDF - Download imperial load table
PS_MR_4-150_Imp_102

Load Table

PDF - Download metric load table
PS_MR_4-150_Met_102
Metal Roofing

4-150

An exposed fastener system, the 4-150 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 the 4-150 profile to function as a structural member. An economical system that’s easy to install, 4-150 is a popular choice for agricultural, industrial and commercial applications.

Agway’s 4-150 comes in a full range of stock colours, with colour matched fasteners, trims and accessories.

Measurement Type

Profile Picture

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.

Specifications

GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 10 828 36
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
29 22 254 21.03 914

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.0135 0.73 80 0.0340 0.0278 0.0455
0.0150 0.80 33 0.0428 0.0364 0.0564
0.0180 0.95 50 0.0509 0.0432 0.0673
0.0240 1.25 33 0.0777 0.0674 0.0938
0.0300 1.55 33 0.101 0.0867 0.117
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.343 3.55 550 1.83 1.49 0.0621
0.381 3.91 230 2.30 1.95 0.0769
0.457 4.64 345 2.74 2.32 0.0919
0.610 6.09 230 4.17 3.62 0.128
0.762 7.54 230 5.45 4.66 0.160