- 13/16 Channel - P7000 - 13/16" x 13/32", 19 Gage Channel


P7000
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P7000
GR
10
25.00
P7000
PG
10
25.00
P7000
HG
10
27.60
P7000
PL
10
25.00
P7000
EA
10
10.00
P7000
SS
10
25.00


P7000 2


P7000 3
Elements of Section - P7000
Area of
Section
0.074 in2 (0.5 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.002 in4 (0.1 cm4)
0.007 in4 (0.3 cm4)
Section
Modulus (S)
0.007 in3 (0.1 cm3)
0.017 in3 (0.3 cm3)
Radius of
Gyration (r)
0.150 in (0.4 cm )
0.307 in (0.8 cm )
Column Loading - P7000
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)
18 420 1,200 990 720 510
24 330 900 640 410 280
30 260 620 410 * *
36 200 430 280 * *
*KL/r > 200
Beam Loading - P7000
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 80 0.12 60 50 30 0.98
24 60 0.22 40 30 20 0.95
30 50 0.36 20 20 10 0.95
36 40 0.50 20 10 10 0.90

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