P4100T - 1-5/8" x 13/16", 14 Gage, Slotted

P4100T

Channel Selection Chart

Related Channel Nuts

Finishes: GR PG HG ZD PL SS

Weight:
    87 Lbs/100 Ft
    (129 Kg/100 m)

Additional Specifications

Elements of Section

Area of Section - 0.290 in2 (1.9 cm2)

Axis 1-1

  • Moment of Inertia (I) - 0.026 in4 (1.1 cm4)
  • Section Modulus (S) - 0.054 in3 (0.9 cm3)
  • Radius of Gyration (r) - 0.298 in (0.8 cm )

Axis 2-2

  • Moment of Inertia (I) - 0.107 in4 (4.5 cm4)
  • Section Modulus (S) - 0.132 in3 (2.2 cm3)
  • Radius of Gyration (r) - 0.609 in (1.5 cm )

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
3,400 Lbs
1,542 Kg 		Max Load
4,800 Lbs
2,177 Kg 		Max Load
2,600 Lbs
1,179 Kg



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