- p4000 - P4000 - 1-5/8" x 13/16", 16 Gage, Solid


P4000
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P4000
GR
20
83.00
P4000
GR
10
83.00
P4000
PG
10
82.00
P4000
PG
20
82.00
P4000
HG
20
86.90
P4000
HG
10
86.90
P4000
ZD
20
82.00
P4000
ZD
10
82.00
P4000
PL
10
82.00
P4000
PL
20
82.00
P4000
EA
10
45.00
P4000
EA
20
45.00
P4000
SS
20
82.00
P4000
SS
10
82.00
P4000
ST
10
82.00
P4000
ST
20
82.00


P4000 2


P4000 3
Elements of Section - P4000
Area of
Section
0.244 in2 (1.6 cm2)
 
Axis 1-1
Axis 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
Allow.
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Lateral
Bracing
Reduct.
Factor
Span
/180
(lbs)
Span
/240
(lbs)
Span
/360
(lbs)
24 410 0.11 410 370 250 1.00
36 270 0.24 220 170 110 0.94
48 200 0.43 120 90 60 0.88
60 160 0.67 80 60 40 0.83
72 140 1.01 60 40 30 0.79
84 120 1.38 40 30 20 0.75
96 100 1.72 30 20 20 0.72
108 90 2.20 20 20 10 0.69
120 80 2.68 20 10 10 0.66

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.

Bearing Load on Channel:

Max Load
2,200 Lbs
998 Kg
Max Load
3,500 Lbs
1,588 Kg
Max Load
1,700 Lbs
771 Kg