- P2000 - P2000 - 1-5/8" x 1-5/8", 16 Gage, Solid


P2000
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P2000
GR
20
116.00
P2000
GR
10
116.00
P2000
PG
10
116.00
P2000
PG
20
116.00
P2000
HG
10
124.00
P2000
HG
20
124.00
P2000
PL
10
116.00
P2000
PL
20
116.00


P2000 2


P2000 3

12 Gauge Nominal Thickness .105" (2.7mm)
Elements of Section - P2000
Area of
Section
0.342 in2 (2.2 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.125 in4 (5.2 cm4)
0.151 in4 (6.3 cm4)
Section
Modulus (S)
0.140 in3 (2.3 cm3)
0.186 in3 (3.0 cm3)
Radius of
Gyration (r)
0.604 in (1.5 cm )
0.665 in (1.7 cm )
Column Loading - P2000
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 2,400 6,650 6,080 5,280 4,470
36 2,050 5,380 4,470 3,370 2,500
48 1,600 4,090 3,040 2,100 1,590
60 1,230 2,960 2,100 1,500 1,160
72 970 2,190 1,590 1,160 910
84 790 1,720 1,270 950 760
96 660 1,410 1,060 800 650
108 570 1,200 910 700 *
120 510 1,040 800 620 *
144 420 830 650 * *
*KL/r > 200
Beam Loading - P2000
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 1,170 0.06 1,170 1,170 1,170 1.00
36 780 0.13 780 780 610 0.88
48 590 0.23 590 510 340 0.75
60 470 0.36 440 330 220 0.61
72 390 0.52 300 230 150 0.48
84 340 0.71 220 170 110 0.41
96 290 0.91 170 130 90 0.35
108 260 1.16 130 100 70 0.32
120 230 1.41 110 80 50 0.29
144 200 2.12 80 60 40 0.25
168 170 2.86 60 40 30 0.23
192 150 3.76 40 30 20 0.21
216 130 4.64 30 30 - 0.19
240 120 5.88 30 - - 0.18

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