PS 600J - 13/16" x 13/16", 19 Gage Channel

Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
PS 600J 10 PG 0.36
PS 600J 20 PG 0.36
PS 600J 10 HG 0.392
PS 600J 20 HG 0.392
PS 600J 20 GR 0.36
PS 600J 10 GR 0.36
PS 600J 10 PL 0.36
PS 600J 20 PL 0.36
PS 600J 20 SS 0.36
PS 600J 10 SS 0.36
PS 600J 20 EA 0.14
PS 600J 10 EA 0.14

    Beam Loading

    Beam Loading - PS 600J
    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
    Refer to the General Specifications for loading information.

    Column Loading

    Column Loading - PS 600J
    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
    Refer to the General Specifications for loading information.

    Elements of Section

    Elements of Section - PS 600J
    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)

    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 Power-Strut brand channel.
    • 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.
    • Power-Strut 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.