- 13/16 Channel - P6000 - 13/16" x 13/16", 19 Gage Channel


P6000
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P6000
GR
10
36.00
P6000
GR
20
36.00
P6000
PG
10
36.00
P6000
PG
20
36.00
P6000
HG
10
39.20
P6000
HG
20
39.20
P6000
PL
10
36.00
P6000
PL
20
36.00
P6000
EA
10
14.00
P6000
EA
20
14.00
P6000
SS
10
36.00
P6000
SS
20
36.00


P6000 2


P6000 3
Elements of Section - P6000
Area of
Section
0.107 in2 (0.7 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.009 in4 (0.4 cm4)
0.012 in4 (0.5 cm4)
Section
Modulus (S)
0.020 in3 (0.3 cm3)
0.029 in3 (0.5 cm3)
Radius of
Gyration (r)
0.295 in (0.7 cm )
0.333 in (0.8 cm )
Column Loading - P6000
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)
18 600 1,660 1,400 1,100 860
24 490 1,300 1,010 740 590
30 420 990 740 560 450
36 340 770 590 450 370
42 300 630 490 380 310
48 260 540 420 330 270
54 240 470 370 290 *
60 210 410 330 * *
66 210 370 300 * *
72 180 340 270 * *
*KL/r > 200
Beam Loading - P6000
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)
18 230 0.06 230 230 180 0.90
24 170 0.11 170 150 100 0.80
30 140 0.18 130 100 70 0.80
36 110 0.24 90 70 50 0.63
42 100 0.35 70 50 30 0.63
48 80 0.42 50 40 30 0.52
54 80 0.60 40 30 20 0.52
60 70 0.72 30 20 20 0.45
66 60 0.82 30 20 10 0.45
72 60 1.06 20 20 10 0.40

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
1,000 Lbs
454 Kg
Max Load
0 Lbs
0 Kg
Max Load
700 Lbs
318 Kg