- p5000 - P5000HS - 1-5/8" x 3-1/4", 12 Gage, Round Holes


P5000HS
Channel Selection Chart

Additional Specifications

Part No. Finish Length Weight
P5000HS
GR
10
300.00
P5000HS
GR
20
300.00
P5000HS
PG
10
300.00
P5000HS
PG
20
300.00
P5000HS
HG
10
318.00
P5000HS
HG
20
318.00
P5000HS
PL
10
300.00
P5000HS
PL
20
300.00
Elements of Section - P5000HS
Area of
Section
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
Section
Modulus (S)
Radius of
Gyration (r)
Column Loading - P5000HS
  
Please contact factory for loading information
Beam Loading - P5000HS
% 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.