Strut Services Group, Inc.

Unistrut Alabama

P6000

$

P6000 – 13/16″ x 13/16″, 19 Gage Channel

 

Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
P6000 16 PG 0.36
P6000 10 PG 0.36
P6000 10 HG 0.392
P6000 16 HG 0.392
P6000 10 GR 0.36
P6000 16 GR 0.36
P6000 16 PL 0.36
P6000 10 PL 0.36
P6000 16 SS 0.36
P6000 10 SS 0.36
P6000 16 EA 0.14
P6000 10 EA 0.14
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Beam Loading – P6000
Beam Loading – P6000

Span

(in)


Max  Allow. Uniform Load

(lbs)


Deflection at Uniform Load

(in)


Uniform Loading
at Deflection

Lateral Bracing Reduction 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
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Column Loading – P6000
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 KL/r>200
60 210 410 330 KL/r>200 KL/r>200
66 210 370 300 KL/r>200 KL/r>200
72 180 340 270 KL/r>200 KL/r>200
Elements of Section – P6000
Area of Section 0.107 in2 (0.7 cm2)
Axis 1-1 Axix 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)

Standard Lengths:

  • 10 feet:  10′ ± 1/2” (13 mm)
  • 16 feet:  16′ ± 1/2” (13 mm)

Load Data:

  • All beam and column load data pertains to carbon steel and stainless steel channels.
  • Load tables apply only to UNISTRUT brand channel. Look for “UNISTRUT” on the product.
  • Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND STEEL INSTITUTE USING ASD METHOD.
  • Loads are based on 33 ksi steel cold formed to 42 ksi.
  • Safety Factor to Yield Strength is 1.67 for Beam Loads and 1.80 for Column Loads.
  • Beam loads are based on a simple beam and are given as a total uniform load (W) in pounds. For proper calculation procedures, refer to our Beam Load Calculation Guide.
  • For bearing loads, reference our bearing loads page.

Welds:

  • Welded channels are spot welded 2″ (51 mm) or 3″ (76 mm) on-center.

Materials & Finishes – Standard:

  • Pregalvanized (PG):  Conforms to ASTM A653 SS GR 33, G90.
  • Unistrut Defender (DF):  Conforms to ASTM A1046 SS GR 33
  • Hot Dip Galvanized (HG):  Steel conforms to ASTM A1011 SS GR 33, Finish conforms to ASTM A123
  • Perma-Green (GR):  Steel conforms to ASTM A1011 SS GR 33, E-Coat finish
  • Perma-Gold (ZD):  Steel conforms to ASTM A1011 SS GR 33, Finish conforms to ASTM B633, Type II SC3
  • Plain (PL):  Conforms to ASTM A1011 SS GR 33

Materials & Finishes – Special Metals:

  • Stainless Steel, Type 304 (SS):  ASTM A240, Type 304 *
  • Stainless Steel, Type 316 (ST):  ASTM A240, Type 316 *
  • Aluminum (EA):  ASTM B221, Type 6063-T6 (Extruded) *

* These materials have different physical properties and performance characteristics. Please contact us for design support.

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