- p1000 - P1000 - 1-5/8" x 1-5/8", 12 Gage Channel, Solid


P1000
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1000
DF
20
201.40
P1000
DF
10
201.40
P1000
GR
20
189.00
P1000
GR
10
189.00
P1000
PG
10
189.00
P1000
PG
20
189.00
P1000
HG
20
201.40
P1000
HG
10
201.40
P1000
ZD
20
189.00
P1000
ZD
10
189.00
P1000
PL
20
189.00
P1000
PL
10
189.00
P1000
EA
20
73.30
P1000
EA
10
73.30
P1000
SS
10
189.00
P1000
SS
20
189.00
P1000
ST
20
189.00
P1000
ST
10
189.00


P1000 2


P1000 3
Elements of Section - P1000
Area of
Section
0.555 in2 (3.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.185 in4 (7.7 cm4)
0.236 in4 (9.8 cm4)
Section
Modulus (S)
0.202 in3 (3.3 cm3)
0.290 in3 (4.8 cm3)
Radius of
Gyration (r)
0.577 in (1.5 cm )
0.651 in (1.7 cm )
Column Loading - P1000
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 3,550 10,740 9,890 8,770 7,740
36 3,190 8,910 7,740 6,390 5,310
48 2,770 7,260 6,010 4,690 3,800
60 2,380 5,910 4,690 3,630 2,960
72 2,080 4,840 3,800 2,960 2,400
84 1,860 4,040 3,200 2,480 1,980
96 1,670 3,480 2,750 2,110 1,660
108 1,510 3,050 2,400 1,810 *
120 1,380 2,700 2,110 * *
144 1,150 2,180 1,660 * *
*KL/r > 200
Beam Loading - P1000
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 1,690 0.06 1,690 1,690 1,690 1.00
36 1,130 0.13 1,130 1,130 900 0.94
48 850 0.22 850 760 500 0.88
60 680 0.35 650 480 320 0.82
72 560 0.50 450 340 220 0.78
84 480 0.68 330 250 160 0.75
96 420 0.89 250 190 130 0.71
108 380 1.14 200 150 100 0.69
120 340 1.40 160 120 80 0.66
144 280 2.00 110 80 60 0.61
168 240 2.72 80 60 40 0.55
192 210 3.55 60 50 - 0.51
216 190 4.58 50 40 - 0.47
240 170 5.62 40 - - 0.44

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