P7000 - 13/16" x 13/32", 19 Gage Channel

P7000-No-Dimensions.png
Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
P7000 10 PG 0.25
P7000 10 HG 0.276
P7000 10 GR 0.25
P7000 10 PL 0.25
P7000 10 SS 0.25
P7000 10 EA 0.1

    Beam Loading

    Beam Loading - P7000
    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 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
    Refer to the General Specifications for loading information.

    Column Loading

    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 KL/r>200 KL/r>200
    36 200 430 280 KL/r>200 KL/r>200
    Refer to the General Specifications for loading information.

    Elements of Section

    Elements of Section - P7000
    Area of Section 0.074 in2 (0.5 cm2)
    Axis 1-1 Axix 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)

    General Specifications

    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

    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.