- p1000 - P1000HS - 1-5/8" x 1-5/8", 12 Gage; Round Holes


P1000HS
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1000HS
GR
20
185.00
P1000HS
GR
10
185.00
P1000HS
PG
10
185.00
P1000HS
PG
20
185.00
P1000HS
HG
10
196.10
P1000HS
HG
20
196.10
P1000HS
ZD
10
185.00
P1000HS
ZD
20
185.00
P1000HS
PL
10
185.00
P1000HS
PL
20
185.00
P1000HS
EA
10
76.00
P1000HS
EA
20
76.00
P1000HS
SS
10
185.00
P1000HS
SS
20
185.00
Elements of Section - P1000HS
Area of
Section
0.555 in2 (3.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.185 in4 (7.7 cm4)
0.236 in4 (9.8 cm4)
Section
Modulus (S)
0.202 in3 (3.3 cm3)
0.290 in3 (4.8 cm3)
Radius of
Gyration (r)
0.577 in (1.5 cm )
0.651 in (1.7 cm )
Column Loading - P1000HS
  
Please contact factory for loading information
Beam Loading - P1000HS
90% 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