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

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Catalog: 
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

7902,9302,6902,3301,960

24

7402,5702,2101,7201,260

30

6802,1801,7201,160800

36

5801,7801,260800560

42

5001,400920590*

48

4201,070710**

54

360850560**
*KL/r > 200
Beam Loading - P7001
Span
(in)
Max
Allowable

Uniform
Load
(lbs)

Defl at
Uniform
load

(in)

Uniform Loading
at Deflection
Lateral
Bracing
Reduction

Factor

Span
/180
(lbs)
Span

/240
(lbs)

Span
/360
(lbs)
182000.072002001401.00
241500.12150120801.00
301200.1910080501.00
361000.287050400.93
42900.405040300.93
48800.534030200.86

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:

bl_1.gifbl_3.gif
Max Load
1,300 Lbs 590 Kg
Max Load
900 Lbs 408 Kg

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