- 13/16 Channel - P7001 - 13/16" x 13/16", 19 Gage Back-to-Back


P7001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P7001
GR
10
50.00
P7001
PG
10
50.00
P7001
HG
10
55.10
P7001
PL
10
50.00
P7001
EA
10
15.00


P7001 2


P7001 3
Elements of Section - P7001
Area of
Section
0.148 in2 (1.0 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.007 in4 (0.3 cm4)
0.014 in4 (0.6 cm4)
Section
Modulus (S)
0.018 in3 (0.3 cm3)
0.034 in3 (0.6 cm3)
Radius of
Gyration (r)
0.222 in (0.6 cm )
0.307 in (0.8 cm )
Column Loading - P7001
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)
18 790 2,930 2,690 2,330 1,960
24 740 2,570 2,210 1,720 1,260
30 680 2,180 1,720 1,160 800
36 580 1,780 1,260 800 560
42 500 1,400 920 590 *
48 420 1,070 710 * *
54 360 850 560 * *
*KL/r > 200
Beam Loading - P7001
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)
18 200 0.07 200 200 140 1.00
24 150 0.12 150 120 80 1.00
30 120 0.19 100 80 50 1.00
36 100 0.28 70 50 40 0.93
42 90 0.40 50 40 30 0.93
48 80 0.53 40 30 20 0.86

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
1,300 Lbs
590 Kg
Max Load
0 Lbs
0 Kg
Max Load
900 Lbs
408 Kg