- p4000 - P4001 - 1-5/8" x 1-5/8", 16 Gage, Back-to-Back, Solid


P4001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P4001
GR
20
166.00
P4001
GR
10
166.00
P4001
PG
20
166.00
P4001
PG
10
166.00
P4001
HG
20
173.80
P4001
HG
10
173.80
P4001
PL
20
166.00
P4001
PL
10
166.00
P4001
EA
20
66.00
P4001
EA
10
66.00
P4001
SS
20
166.00


P4001 2


P4001 3
Elements of Section - P4001
Area of
Section
0.487 in2 (3.1 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.104 in4 (4.3 cm4)
0.183 in4 (7.6 cm4)
Section
Modulus (S)
0.128 in3 (2.1 cm3)
0.225 in3 (3.7 cm3)
Radius of
Gyration (r)
0.462 in (1.2 cm )
0.613 in (1.6 cm )
Column Loading - P4001
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 2,830 10,390 10,000 9,470 8,960
36 2,740 9,530 8,960 7,870 6,700
48 2,590 8,620 7,480 5,910 4,440
60 2,340 7,380 5,910 4,090 2,840
72 2,020 6,110 4,440 2,840 1,970
84 1,700 4,880 3,260 2,090 *
96 1,440 3,780 2,500 * *
108 1,230 2,990 1,970 * *
*KL/r > 200
Beam Loading - P4001
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 *810 0.05 *810 *810 *810 1.00
36 710 0.14 710 710 500 1.00
48 540 0.25 540 430 280 0.98
60 430 0.40 360 270 180 0.93
72 360 0.57 250 190 130 0.88
84 310 0.78 190 140 90 0.83
96 270 1.02 140 110 70 0.79
108 240 1.29 110 80 60 0.74
120 210 1.54 90 70 50 0.69
144 180 2.29 60 50 30 0.60
*Load limited by weld shear

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