Unistrut P3000 1-5/8'' x 1-3/8'' Solid Channel, 12 Gauge

Sku:

P3000

UOM: LGT

Product Details

Unistrut P3000 is commonly used for trapeze supports, seismic bracing, ceiling grids, pipe, conduit, duct and cable tray supports, rack, and other general framing. For application examples, refer to our Application Showcase. Product dimensions are 1 5/8" wide x 1 3/8" tall x 12 ga. thick, solid. Punched holes are also available for ease of installation. This channel type provides a shorter alternative to its closest comparable, P1000. Our P3000 is available in the following finishes: Pre-Galvanized (PG), Unistrut Defender (DF), Hot-Dip Galvanized (HG), Plain (PL), Green (GR), Zinc Dichromate (ZD), Stainless Steel (SS or ST) and Aluminum (EA).


Unistrut Buffalo is a division of Eberl Iron Works, Inc.

 

     

More Information
Pricing SKU P3000-10GR
SKU P3000
Pack Size Length
UOM LGT
Brand Unistrut

MATERIAL

Unistrut channels are accurately and carefully cold formed to size from low-carbon strip steel.

All spot-welded combination members, except P1001T, are welded 3" (76 mm) maximum on center.

STEEL: PLAIN

12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and
16 Ga. (1.5 mm) ASTM A1011 SS GR 33

STEEL: PRE-GALVANIZED

12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and
16 Ga. (1.5mm) ASTM A653 GR 33

For other materials, see Special Metals or Fiberglass sections.

FINISHES

All channels are available in:

  • Perma Green III (GR)
  • Pre-galvanized (PG), conforming to ASTM A653 G90
  • Hot-dipped galvanized (HG), conforming to ASTM A123
  • Plain (PL)
  • Unistrut Defender™ (DF), conforming to ASTM A1046

*** Perma Green finish is a commercial grade finish, and as such scuffs and scratch marks are to be expected. If a flawless finish is desired, it is recommended to apply a matching touch up paint ***

DIMENSIONS

Imperial dimensions are illustrated in inches. Metric dimensions are shown in millimeters and rounded to one decimal place.

STANDARD LENGTHS

Standard lengths are 10 feet (3.05m) and 20 feet (6.10m). Tolerances are ±1⁄8" (3 mm). Special lengths are available for a small cutting charge with a tolerance of ±1⁄8" (3 mm).

CURVED CHANNEL

Contact your local Unistrut Service Center or Unistrut Corporation for more information.

LOAD DATA

All beam and column load data pertains to carbon steel and stainless steel channels. 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.

Type of Load Safety Factor to Yield Strength Safety Factor to Ultimate Strength
Beam Loads 1.67 2.0
Column Loads 1.80 2.2

P3000 - BEAM LOADING

Uniform Loading at Deflection
Span (In) Max Allowable Uniform Load (Lbs) Deflection at Uniform Load (In) Span/180 (Lbs) Span/240 (Lbs) Span/360 (Lbs)
24 1280 0.07 1280 1280 1280
36 850 0.15 850 850 580
48 640 0.26 640 490 330
60 510 0.41 420 310 210
72 430 0.59 290 220 150
84 370 0.81 210 160 110
96 320 1.05 160 120 80
108 280 1.30 130 100 60
120 260 1.66 100 80 50
144 210 2.32 70 50 40
168 180 3.15 50 40 30
192 160 4.18 40 30 NR
216 140 5.21 NR NR NR
240 130 6.64 NR NR NR

 

P3000 - COLUMN LOADING

Maximum Column Load Applied at C.G.
Unbraced Height (In) Max Allowable Load at Slot Face (Lbs) K = 0.65
(Lbs)
K = 0.80
(Lbs)
K = 1.0
(Lbs)
K = 1.2
(Lbs)
24 3180 9690 8980 8050 7210
36 2920 8160 7210 6130 5240
48 2590 6820 5810 4730 3860
60 2300 5740 4730 3690 2990
72 2040 4850 3860 2990 2270
84 1830 4100 3240 2400 **
96 1650 3530 2770 1840 **
108 1450 3080 2270 **  **
120 1250 2710 1840 **  **

 

Notes:
* Load limited by spot weld shear.
** KL⁄r > 200
NR = Not Recommended.
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 Page 62
for reduction factors for unbraced lengths.
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%
"WT" Series........85%
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%. For other load conditions refer to page 18.
6. All beam loads are for bending about Axis 1-1.
Parameter P3000 P3001
Area of Section 0.500 In² 1.000 In²
Axis 1-1          
  Moments of Inertia (I) 0.120 In⁴ 0.591 In⁴
  Section Modulus (S) 0.153 In³ 0.430 In³
  Rdius of Gyration (r) 0.489 In 0.769 In
Axis 2-2          
  Moments of Inertia (I) 0.203  In⁴ 0.407 In⁴
  Section Modulus (S) 0.250  In³ 0.501 In³
  Rdius of Gyration (r) 0.638  In 0.638 In

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  • Unistrut Part Numbers
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  • Product Finish Information,
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Unistrut-Catalog-17

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