- p1000 - P1001 - 1-5/8" x 3-1/4", 12 Gage Back-to-Back, Solid


P1001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1001
DF
20
402.80
P1001
DF
10
402.80
P1001
GR
20
378.00
P1001
GR
10
378.00
P1001
PG
10
378.00
P1001
PG
20
378.00
P1001
HG
20
402.80
P1001
HG
10
402.80
P1001
ZD
20
378.00
P1001
ZD
10
378.00
P1001
PL
20
378.00
P1001
PL
10
378.00
P1001
EA
20
134.00
P1001
EA
10
134.00
P1001
SS
10
378.00
P1001
SS
20
378.00
P1001
ST
20
378.00
P1001
ST
10
378.00


P1001 2


P1001 3
Elements of Section - P1001
Area of
Section
1.111 in2 (7.2 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.928 in4 (38.6 cm4)
0.471 in4 (19.6 cm4)
Section
Modulus (S)
0.571 in3 (9.4 cm3)
0.580 in3 (9.5 cm3)
Radius of
Gyration (r)
0.914 in (2.3 cm )
0.651 in (1.7 cm )
Column Loading - P1001
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 6,430 24,280 23,610 22,700 21,820
36 6,290 22,810 21,820 20,650 19,670
48 6,160 21,410 20,300 18,670 16,160
60 6,000 20,210 18,670 15,520 12,390
72 5,620 18,970 16,160 12,390 8,950
84 5,170 16,950 13,630 9,470 6,580
96 4,690 14,890 11,190 7,250 5,040
108 4,170 12,850 8,950 5,730 3,980
120 3,690 10,900 7,250 4,640 *
144 2,930 7,630 5,040 * *
*KL/r > 200
Beam Loading - P1001
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 *3,500 0.02 *3,500 *3,500 *3,500 1.00
36 3,190 0.07 3,190 3,190 3,190 1.00
48 2,390 0.13 2,390 2,390 2,390 1.00
60 1,910 0.20 1,910 1,910 1,620 0.97
72 1,600 0.28 1,600 1,600 1,130 0.93
84 1,370 0.39 1,370 1,240 830 0.89
96 1,200 0.51 1,200 950 630 0.85
108 1,060 0.64 1,000 750 500 0.81
120 960 0.79 810 610 410 0.78
144 800 1.14 560 420 280 0.70
168 680 1.53 410 310 210 0.63
192 600 2.02 320 240 160 0.56
216 530 2.54 250 190 130 0.49
240 480 3.16 200 150 100 0.44
*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