- p1000 - P1001A - 1-5/8" x 3-1/4", 12 Gage, Side To Side


P1001A
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1001A
GR
10
378.00
P1001A
GR
20
378.00
P1001A
PG
10
378.00
P1001A
PG
20
378.00
P1001A
HG
10
402.80
P1001A
HG
20
402.80
P1001A
PL
10
378.00
P1001A
PL
20
378.00


P1001A 2
Elements of Section - P1001A
Area of
Section
1.111 in2 (7.2 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
1.204 in4 (50.1 cm4)
0.369 in4 (15.4 cm4)
Section
Modulus (S)
0.741 in3 (12.1 cm3)
0.403 in3 (6.6 cm3)
Radius of
Gyration (r)
1.041 in (2.6 cm )
0.577 in (1.5 cm )
Column Loading - P1001A
Please contact factory for loading information
Beam Loading - P1001A
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
5,000 Lbs
2,268 Kg
Max Load
8,000 Lbs
3,629 Kg
Max Load
3,500 Lbs
1,588 Kg