P9000 - 1-5/8" x 1-5/8" Telestrut Tubing

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Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
P9000 20 PG 2.05
P9000 10 PG 2.05
P9000 20 GR 2.05
P9000 10 GR 2.05
P9000 10 PL 2.05
P9000 20 PL 2.05

    Beam Loading

    Beam Loading - P9000
    Span
    (in)
    Max Allowable 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)
    24 1,710 0.06 1,710 1,710 1,710 1
    36 1,140 0.14 1,140 1,140 810 1
    48 860 0.25 860 680 450 1
    60 690 0.40 580 440 290 1
    72 570 0.57 400 300 200 1
    84 490 0.77 300 220 150 1
    96 430 1.01 230 170 110 1
    108 380 1.27 180 130 90 1
    120 340 1.56 150 110 70 1
    144 290 2.30 100 80 50 1
    168 240 3.02 70 60 40 1
    192 210 3.95 60 40 NR 1
    216 190 5.09 40 NR NR 1
    240 170 6.24 40 NR NR 1
    Note NR - Not Recommended
    Refer to the General Specifications for loading information.

    Column Loading

    Column Loading - P9000
    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)
    24 3,640 8,730 8,570 8,330 8,040
    36 3,540 8,360 8,040 7,530 6,950
    48 3,400 7,880 7,340 6,530 5,660
    60 3,210 7,290 6,530 5,440 4,360
    72 2,990 6,640 5,660 4,360 3,160
    84 2,730 5,940 4,790 3,340 2,320
    96 2,430 5,220 3,940 2,560 1,780
    108 2,110 4,520 3,160 2,020 1,400
    120 1,820 3,840 2,560 1,640 KL/r>200
    144 1,390 2,690 1,780 KL/r>200 KL/r>200
    Refer to the General Specifications for loading information.

    Elements of Section

    Elements of Section - P9000
    Area of Section 0.387 in2 (2.5 cm2)
    Axis 1-1 Axix 2-2
    Moment of Inertia (I) 0.166 in4 (6.9 cm4) 0.166 in4 (6.9 cm4)
    Section Modulus (S) 0.205 in3 (3.4 cm3) 0.205 in3 (3.4 cm3)
    Radius of Gyration (r) 0.655 in (1.7 cm) 0.655 in (1.7 cm)

    General Specifications

    Standard Lengths:  10' or 20'

    Special Lengths:

    Load Data:

    • 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.

    Materials & Finishes

    Materials & Finishes:

    • Pregalvanized (PG):  Conforms to ASTM A653 SS GR 33, G90.
    • Perma-Green (GR):  Steel conforms to ASTM A1011 SS GR 33, E-Coat finish
    • Plain (PL):  Conforms to ASTM A1011 SS GR 33