A1000 - 1-1/4" x 1-1/4", 14 Gage Channel

A1000-No-Dimensions.png
Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
A1000 10 PG 1.04
A1000 20 PG 1.04
A1000 10 HG 1.102
A1000 20 HG 1.102
A1000 20 GR 1.04
A1000 10 GR 1.04
A1000 10 PL 1.04
A1000 20 PL 1.04
A1000 10 SS 1.1
A1000 20 SS 1.1
A1000 10 EA 0.42
A1000 20 EA 0.42

    Beam Loading

    Beam Loading - A1000
    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)
    18 960 0.04 960 960 960 -
    24 720 0.07 720 720 660 0.95
    36 480 0.16 480 440 300 0.86
    48 360 0.29 330 250 170 0.78
    60 290 0.45 210 160 110 0.72
    72 240 0.65 150 110 70 0.67
    84 210 0.90 110 80 50 0.63
    96 180 1.16 80 60 40 0.59
    108 160 1.46 70 50 30 0.55
    120 140 1.75 50 40 30 0.52
    Refer to the General Specifications for loading information.

    Column Loading

    Column Loading - A1000
    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 1,960 5,900 5,430 4,800 4,210
    24 1,840 5,210 4,590 3,850 3,220
    36 1,500 3,940 3,220 2,480 2,010
    48 1,220 2,950 2,300 1,790 1,460
    60 1,020 2,260 1,790 1,400 1,130
    72 880 1,840 1,460 1,130 910
    84 780 1,550 1,230 940 KL/r>200
    96 690 1,340 1,050 KL/r>200 KL/r>200
    108 620 1,170 910 KL/r>200 KL/r>200
    Refer to the General Specifications for loading information.

    Elements of Section

    Elements of Section - A1000
    Area of Section 0.305 in2 (2 cm2)
    Axis 1-1 Axix 2-2
    Moment of Inertia (I) 0.061 in4 (2.5 cm4) 0.078 in4 (3.2 cm4)
    Section Modulus (S) 0.086 in3 (1.4 cm3) 0.125 in3 (2 cm3)
    Radius of Gyration (r) 0.447 in (1.1 cm) 0.506 in (1.3 cm)

    General Specifications

    Standard Lengths:

    • 10 feet:  10' or 10’ 1/8” (3.05m) ± 1/2" (13 mm)
    • 20 feet:  20' or 20’ 3/8” (6.11m) ± 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.