- P2000 - P2001 - 1-5/8" x 3-1/4", 16 Gage, Back-to-Back, Solid


P2001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P2001
GR
20
232.00
P2001
GR
10
232.00
P2001
PG
10
232.00
P2001
PG
20
232.00
P2001
HG
10
248.00
P2001
HG
20
248.00
P2001
PL
10
232.00
P2001
PL
20
232.00


P2001 2


P2001 3
Elements of Section - P2001
Area of
Section
0.684 in2 (4.4 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.618 in4 (25.7 cm4)
0.302 in4 (12.6 cm4)
Section
Modulus (S)
0.381 in3 (6.2 cm3)
0.372 in3 (6.1 cm3)
Radius of
Gyration (r)
0.951 in (2.4 cm )
0.665 in (1.7 cm )
Column Loading - P2001
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 4,200 15,030 14,600 13,940 13,220
36 4,070 14,030 13,220 12,090 10,990
48 3,920 12,850 11,720 10,290 9,040
60 3,700 11,630 10,290 8,760 7,530
72 3,410 10,460 9,040 7,530 5,740
84 3,140 9,410 7,990 6,080 4,220
96 2,890 8,490 7,120 4,650 3,230
108 2,530 7,700 5,740 3,680 2,550
120 2,210 6,950 4,650 2,980 *
144 1,690 4,890 3,230 * *
*KL/r > 200
Beam Loading - P2001
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 *1,610 0.02 *1,610 *1,610 *1,610 1.00
36 *1,610 0.05 *1,610 *1,610 *1,610 1.00
48 1,600 0.13 1,600 1,600 1,600 0.98
60 1,280 0.20 1,280 1,280 1,080 0.92
72 1,060 0.28 1,060 1,060 750 0.85
84 910 0.38 910 830 550 0.78
96 800 0.51 800 630 420 0.71
108 710 0.64 670 500 330 0.64
120 640 0.79 540 410 270 0.57
144 530 1.13 380 280 190 0.45
168 460 1.56 280 210 140 0.38
192 400 2.02 210 160 110 0.32
216 350 2.52 170 130 80 0.28
240 320 3.16 140 100 70 0.25
*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
2,000 Lbs
907 Kg
Max Load
3,000 Lbs
1,361 Kg
Max Load
1,500 Lbs
680 Kg