The P4000 is a 1-5/8″ x 13/16″ Unistrut channel with a 16 ga (.060″) wall. It is slightly shorter than the P3300.

Elements of Section – P4000
Area of Section0.244 in2 (1.6 cm2)
 Axis 1-1Axis 2-2
Moment of Inertia (I)0.023 in4 (1.0 cm4)0.092 in4 (3.8 cm4)
Section Modulus (S)0.049 in3 (0.8 cm3)0.113 in3 (1.9 cm3)
Radius of Gyration (r)0.306 in(0.8 cm)0.613 in(1.6 cm)
Column Loading – P4000 Unbraced
Height
(in) Allowable
Load at
Slot Face
(lbs) Max Column Load
Applied at C.G. K=0.65
(lbs) K=0.80
(lbs) K=1.0
(lbs) K=1.2
(lbs) 24 1,630 4,670 4,290 3,780 3,310 36 1,450 3,840 3,310 2,460 1,730 48 1,160 3,030 2,190 1,400 970 60 870 2,120 1,400 900 * 72 670 1,470 970 * * *KL/r > 200
       
Beam Loading – P4000
Span
(in)
Max
Allowable
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Lateral
Bracing
Reduction
Factor
Span
/180
(lbs)
Span
/240
(lbs)
Span
/360
(lbs)
244100.114103702501.00
362700.242201701100.94
482000.4312090600.88
601600.678060400.83
721401.016040300.79
841201.384030200.75
961001.723020200.72
108902.202020100.69
120802.682010100.66
 

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.
Part No.FinishLengthWeightBox Qty.
P4000GR2083.001000
P4000GR1083.00500
P4000PG2082.001000
P4000PG1082.00500
P4000HG1086.90500
P4000HG2086.901000
P4000ZD2082.001000
P4000ZD1082.00500
P4000PL2082.001000
P4000PL1082.00500
P4000EA2045.001000
P4000EA1045.00500
P4000SS1082.00500
P4000SS2082.001000
P4000ST2082.001000
P4000ST1082.00500