- a_series - A1001A - 1-1/4" x 2-1/2", 14 Gage Channel, Side-to-Side


A1001A
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
A1001A
GR
10
207.00
A1001A
GR
20
207.00
A1001A
PG
10
207.00
A1001A
PG
20
207.00
A1001A
HG
10
220.50
A1001A
HG
20
220.50
A1001A
PL
10
207.00
A1001A
PL
20
207.00
Elements of Section - A1001A
Area of
Section
0.609 in2 (3.9 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.394 in4 (16.4 cm4)
0.122 in4 (5.1 cm4)
Section
Modulus (S)
0.315 in3 (5.2 cm3)
0.172 in3 (2.8 cm3)
Radius of
Gyration (r)
0.804 in (2.0 cm )
0.447 in (1.1 cm )
Column Loading - A1001A
Please contact factory for loading information
Beam Loading - A1001A
Please contact factory for loading information

Notes:

  1. Above loads include the weight of the member.
    This weight must be deducted to arrive at the net allowable load the beam will support.

  2. Long span beams should be supported so as to prevent rotation and twist.

  3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8.

  4. The lateral bracing factor should be multiplied by the load to determine the load retained based on the distance between lateral braces.

Bearing Load on Channel:

Max Load
3,000 Lbs
1,361 Kg
Max Load
0 Lbs
0 Kg
Max Load
2,000 Lbs
907 Kg