Unistrut P4100 1-5/8'' x 13/16'' Solid Channel, 14 Gauge

Sku:

P4100

UOM: LGT

Product Details

Unistrut's P4100, often known as 14 Gauge Shallow Strut Channel, is commonly used for trapeze supports, electrical supports, conduit, pipe, duct and cable tray supports, racks, and other general framing. For application examples, refer to our Application Showcase. Product dimensions are 1 5/8" wide x 13/16" tall x 14 ga. thick, solid. Punched holes are also available for ease of installation. Our P4100 is available in Pre-Galvanized (PG), Unisturt Defender (DF), Hot-Dip Galvanized (HG), Plain (PL), Green (GR), Zinc Dichromate (ZD) and Stainles Steel (SS).


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

 

     

More Information
Pricing SKU P4100-10PL
SKU P4100
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

P4100 - 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)
24 450 0.11 450 420 280
36 300 0.24 250 190 130
48 230 0.44 140 110 70
60 180 0.67 90 70 50
72 150 0.96 60 50 30
84 130 1.32 50 30 20
96 110 1.67 40 30 20
108 100 2.16 30 20 10
120 90 2.67 20 20 10
144 80 4.09 20 NR NR
168 60 4.88 NR NR NR
192 60 7.28 NR NR NR
216 50 8.64 NR NR NR
240 50 11.85 NR NR NR

 

P4100 - 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 1840 5610 5210 4570 3850
36 1640 4660 3850 2800 1960
48 1310 3490 2480 1590 1100
60 1000 2400 1590 ** **
72 770 1670 1100 ** **

 

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.

Get your free copy of the Unistrut No. 17 General Engineering Catalog

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  • Unistrut Part Numbers
  • Product specifications
  • Engineering Data
  • Load Tables
  • Product Finish Information,
  • and more!
Unistrut-Catalog-17

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