- p4000 - P4000T - 1-5/8" x 13/16", 16 Gage, Slotted


P4000T
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P4000T
GR
10
79.00
P4000T
GR
20
79.00
P4000T
PG
10
79.00
P4000T
PG
20
79.00
P4000T
HG
10
83.70
P4000T
HG
20
83.70
P4000T
ZD
20
79.00
P4000T
ZD
10
79.00
P4000T
PL
20
79.00
P4000T
PL
10
79.00
P4000T
EA
10
42.00
P4000T
EA
20
42.00
P4000T
SS
20
79.00
P4000T
SS
10
79.00
P4000T
ST
10
79.00
P4000T
ST
20
79.00
Elements of Section - P4000T
Area of
Section
0.244 in2 (1.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.023 in4 (1.0 cm4)
0.092 in4 (3.8 cm4)
Section
Modulus (S)
0.049 in3 (0.8 cm3)
0.113 in3 (1.9 cm3)
Radius of
Gyration (r)
0.306 in (0.8 cm )
0.613 in (1.6 cm )
Column Loading - P4000T
  
Please contact factory for loading information
Beam Loading - P4000T
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
2,200 Lbs
998 Kg
Max Load
3,500 Lbs
1,588 Kg
Max Load
1,700 Lbs
771 Kg