- p1000 - P1001T - 1-5/8" x 3-1/4", 12 Gage, Back-to-Back, Slotted


P1001T
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1001T
DF
20
392.00
P1001T
DF
10
392.00
P1001T
GR
10
378.00
P1001T
GR
20
378.00
P1001T
PG
10
378.00
P1001T
PG
20
378.00
P1001T
HG
20
392.00
P1001T
HG
10
392.00
P1001T
ZD
20
378.00
P1001T
PL
10
378.00
P1001T
PL
20
378.00


P1001T 2
Elements of Section - P1001T
Area of
Section
1.111 in2 (7.2 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.928 in4 (38.6 cm4)
0.471 in4 (19.6 cm4)
Section
Modulus (S)
0.571 in3 (9.4 cm3)
0.580 in3 (9.5 cm3)
Radius of
Gyration (r)
0.914 in (2.3 cm )
0.651 in (1.7 cm )
Column Loading - P1001T
  
Please contact factory for loading information
Beam Loading - P1001T
85% of non pierced channel

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