- p5500 - P5500HS - 1-5/8" x 2 7/16", 12 Gage, Round Holes


P5500HS
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P5500HS
GR
10
242.00
P5500HS
GR
20
242.00
P5500HS
PG
10
242.00
P5500HS
PG
20
242.00
P5500HS
HG
10
256.50
P5500HS
HG
20
256.50
P5500HS
PL
10
242.00
P5500HS
PL
20
242.00
Elements of Section - P5500HS
Area of
Section
0.726 in2 (4.7 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.522 in4 (21.7 cm4)
0.334 in4 (13.9 cm4)
Section
Modulus (S)
0.390 in3 (6.4 cm3)
0.411 in3 (6.7 cm3)
Radius of
Gyration (r)
0.848 in (2.2 cm )
0.679 in (1.7 cm )
Column Loading - P5500HS
  
Please contact factory for loading information
Beam Loading - P5500HS
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