- p3000 - P3001 - 1-5/8" x 2 3/4", 12 Gage, Back-to-Back, Solid


P3001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P3001
GR
20
340.00
P3001
GR
10
340.00
P3001
PG
10
340.00
P3001
PG
20
340.00
P3001
HG
20
360.40
P3001
HG
10
360.40
P3001
ZD
10
340.00
P3001
ZD
20
340.00
P3001
PL
10
340.00
P3001
PL
20
340.00


P3001 2


P3001 3
Elements of Section - P3001
Area of
Section
1.000 in2 (6.5 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.591 in4 (24.6 cm4)
0.407 in4 (16.9 cm4)
Section
Modulus (S)
0.430 in3 (7.0 cm3)
0.501 in3 (8.2 cm3)
Radius of
Gyration (r)
0.769 in (2.0 cm )
0.638 in (1.6 cm )
Column Loading - P3001
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 5,740 21,780 21,200 20,430 19,720
36 5,620 20,520 19,720 18,830 17,680
48 5,520 19,400 18,570 16,570 14,260
60 5,330 18,510 16,570 13,670 10,810
72 5,030 16,850 14,260 10,810 7,730
84 4,630 14,990 11,930 8,180 5,680
96 4,190 13,090 9,720 6,260 4,350
108 3,720 11,230 7,730 4,950 *
120 3,300 9,460 6,260 4,010 *
144 2,620 6,590 4,350 * *
*KL/r > 200
Beam Loading - P3001
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 *2,960 0.03 *2,960 *2,960 *2,960 1.00
36 2,400 0.08 2,400 2,400 2,400 1.00
48 1,800 0.15 1,800 1,800 1,610 1.00
60 1,440 0.23 1,440 1,440 1,030 0.98
72 1,200 0.33 1,200 1,080 720 0.95
84 1,030 0.46 1,030 790 530 0.92
96 900 0.59 810 610 400 0.88
108 800 0.75 640 480 320 0.85
120 720 0.93 520 390 260 0.82
144 600 1.34 360 270 180 0.76
168 510 1.81 260 200 130 0.70
192 450 2.38 200 150 100 0.64
216 400 3.01 160 120 80 0.58
240 360 3.72 130 100 - 0.52
*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
5,000 Lbs
2,268 Kg
Max Load
8,000 Lbs
3,629 Kg
Max Load
3,500 Lbs
1,588 Kg