- p5000 - P5001 - 1-5/8" x 6 1/2", 12 Gage, Back-to-Back, Solid


P5001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P5001
GR
10
610.00
P5001
GR
20
610.00
P5001
PG
10
610.00
P5001
PG
20
610.00
P5001
HG
10
646.60
P5001
HG
20
646.60
P5001
PL
10
610.00
P5001
PL
20
610.00


P5001 2


P5001 3
Elements of Section - P5001
Area of
Section
1.793 in2 (11.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
6.227 in4 (259.2 cm4)
0.866 in4 (36.0 cm4)
Section
Modulus (S)
1.916 in3 (31.4 cm3)
1.066 in3 (17.5 cm3)
Radius of
Gyration (r)
1.864 in (4.7 cm )
0.695 in (1.8 cm )
Column Loading - P5001
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 10,670 39,230 38,030 36,210 34,240
36 10,350 36,450 34,240 31,200 28,260
48 9,940 33,220 30,200 26,430 23,190
60 9,290 29,950 26,430 22,470 19,380
72 8,560 26,880 23,190 19,380 16,450
84 7,860 24,140 20,520 17,040 12,090
96 7,220 21,790 18,370 13,330 9,250
108 6,600 19,790 16,450 10,530 7,310
120 5,760 18,130 13,330 8,530 *
144 4,390 14,020 9,250 * *
168 3,420 10,300 6,800 * *
*KL/r > 200
Beam Loading - P5001
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 *6,890 0.01 *6,890 *6,890 *6,890 1.00
36 *6,890 0.02 *6,890 *6,890 *6,890 1.00
48 *6,890 0.05 *6,890 *6,890 *6,890 0.97
60 6,420 0.10 6,420 6,420 6,420 0.90
72 5,350 0.14 5,350 5,350 5,350 0.83
84 4,590 0.19 4,590 4,590 4,590 0.76
96 4,020 0.25 4,020 4,020 4,020 0.68
108 3,570 0.32 3,570 3,570 3,360 0.61
120 3,210 0.39 3,210 3,210 2,720 0.54
144 2,680 0.57 2,680 2,680 1,890 0.43
168 2,290 0.77 2,290 2,080 1,390 0.35
192 2,010 1.01 2,010 1,590 1,060 0.30
216 1,780 1.27 1,680 1,260 840 0.27
240 1,610 1.58 1,360 1,020 680 0.24
*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
4,000 Lbs
1,814 Kg
Max Load
5,500 Lbs
2,495 Kg
Max Load
2,000 Lbs
907 Kg