- p5500 - P5501T - 1-5/8" x 4 7/8", 12 Gage Back-to-Back, Slotted


P5501T
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P5501T
GR
20
494.00
P5501T
PG
20
494.00
P5501T
HG
20
524.00
P5501T
ZD
20
494.00
P5501T
PL
20
494.00
Elements of Section - P5501T
Area of
Section
1.452 in2 (9.4 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
2.805 in4 (116.8 cm4)
0.669 in4 (27.8 cm4)
Section
Modulus (S)
1.151 in3 (18.9 cm3)
0.823 in3 (13.5 cm3)
Radius of
Gyration (r)
1.390 in (3.5 cm )
0.679 in (1.7 cm )
Column Loading - P5501T
  
Please contact factory for loading information
Beam Loading - P5501T
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