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Unistrut P7000 - 13/16" x 13/32", 19 Gauge Metal Framing Channel

UNISTRUT P7000 Framing

The P7000 is 13/32" x 13/16" with a 19 ga (.040") wall.

Part No. Finish Length (ft) Weight Per Foot
P7000-10-GR Perma-Green® III 10' 0.250 Lbs.
P7000-10-PG Pre-Galvanized Zinc 10' 0.250 Lbs.
P7000-10-HG Hot-Dipped Galvanized 10' 0.270 Lbs.
P7000-10-PL Plain 10' 0.250 Lbs.
P7000-10-EA Extruded Aluminum 10' 0.100 Lbs.
P7000-10-SS Stainless Steel (304) 10' 0.250 Lbs.

View the Unistrut Finish Specifications PDF for detailed specifications on all finishes.

  • GR = Perma-Green® III
  • PG = Pre-Galvanized Zinc
  • HG = Hot-Dipped Galvanized
  • PL = Plain
  • EA = Extruded Aluminum
    SS = Stainless Steel (304)

Available Piercings and Combinations


 

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 )

Raw steel conforms to the following ASTM specifications:

GAUGE FINISH ASTM NO.
12 GR & HG A1011 SS GR 33
PG A653 GR 33
14 GR & HG A1011 SS GR 33
PG A653 GR 33
16 GR & HG A1011 SS GR 33
PG A653 GR 33
19 GR A1008
  • GR = Perma-Green® III
  • PG = Pre-Galvanized Zinc
  • HG = Hot-Dipped Galvanized

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
See notes below for more information

Beam Loading - P7000

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)
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


See notes below for more information

Notes:

1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w lbs/in).

2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to the linked page for reduction factors for unbraced lengths from 2 to 20 feet.

3. For pierced channel, multiply beam loads by the following factor:

  • "KO" Series .......95%
  • "T" Series ..........85%
  • "HS" Series .......90%
  • "SL" Series ........85%
  • "H3" Series ........90%
  • "DS" Series ........70%

4. Deduct channel weight from the beam loads.

5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. Follow this link for information regarding other load conditions.

6. All beam loads are for bending about Axis 1-1.

Sample calculation #1:

Here is a sample calculation to demonstrate the beam loading charts, and the load reduction factors.

Say we have an 6' span of P1000sl, and want to see what the load capacity is for a point load.

Per the charts, P1000 is good for a maximum allowable uniform load (not load per foot) of 560 lbs. In referencing the notes below, we have the following load reductions:

- X .85 for the sl

- X .5 for a point load in the center

- X .78 load reduction per page 56

Therefore 560 lbs x .85 x .5 x .78 = 185 lbs.

Sample Calculation #2.

Say we have a 5' span of P1001, and want to see the load capacity for a point load.

Per the charts, p1001 is good for a maximum allowable uniform load (not load per foot) of 1,910 lbs. In referencing the notes below, we have the following load reductions:

- X .5 for a point load in the center

- X .97 load reduction

Therefore 1,910 lbs x .5 x. 97 = 926 lbs.

Note that these assume that the strut connection is able to handle the load. It is the responsibility of you and your Engineer to review all calculations and connections, and to verify that all items are installed per Unistrut requirements. Unistrut Service Company takes no responsibility for the misuse of information provided. Local codes may dictate more stringent requirements.

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