6-150

6-150

Widely used in industrial and commercial building applications, AGWAY 6-150 is the most widely used of our Exposed Fastener Series. Panels are available in both 30” and 36” coverage, in a variety of thicknesses and finishes.

PROFILE PICTURES

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.

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
26 20 10 780 36
26 20 10 780 30
26 20 10 780 24
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 20 254 19.81 914
26 20 254 19.81 780
26 20 254 19.81 610

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
0.018 1.04 33 0.0888 0.0940 0.0796
0.024 1.36 33 0.127 0.136 0.119
0.030 1.69 33 0.162 0.175 0.157
0.036 2.02 33 0.198 0.208 0.194
BASE STEEL
THICKNESS
MASS
Z275
YIELD
STRESS
SECTION
MODULUS
DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x 103mm3
SUPPORT
x 103mm3
MID SPAN
x 106mm4
0.457 5.06 230 4.77 5.06 0.108
0.610 6.66 230 6.82 7.28 0.162
0.762 8.25 230 8.73 9.38 0.214
0.914 9.85 230 10.7 11.2 0.265