Strut Services Group, Inc.

Unistrut Alabama

P9200

$

P9200 – 1-7/8″ x 1-7/8″ Telestrut® Tubing

Part No. Length (ft) Finish Product Weight / Ft (lbs/ft)
P9200 20 PG 2.23
P9200 10 PG 2.23
P9200 10 GR 2.23
P9200 20 GR 2.23
P9200 10 PL 2.23
P9200 20 PL 2.23
Beam Loading – P9200
Beam Loading – P9200

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)

24 2,490 0.05 2,490 2,490 2,490 1
36 1,660 0.12 1,660 1,660 1,350 1
48 1,250 0.22 1,250 1,140 760 1
60 1,000 0.34 980 730 490 1
72 830 0.49 680 510 340 1
84 710 0.67 500 370 250 1
96 620 0.87 380 290 190 1
108 550 1.10 300 230 150 1
120 500 1.37 240 180 120 1
144 420 1.98 170 130 80 1
168 360 2.70 120 90 60 1
192 310 3.47 100 70 50 1
216 280 4.47 80 60 NR 1
240 250 5.47 60 50 NR 1
Note NR – Not Recommended

Refer to the General Specifications for loading information.

Column Loading – P9200
Column Loading – P9200

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 4,620 11,120 10,980 10,740 10,460
36 4,530 10,770 10,460 9,950 9,370
48 4,390 10,300 9,760 8,940 8,030
60 4,220 9,720 8,940 7,800 6,590
72 4,000 9,050 8,030 6,590 5,180
84 3,750 8,320 7,080 5,410 3,890
96 3,460 7,560 6,110 4,290 2,980
108 3,140 6,770 5,180 3,390 2,360
120 2,790 5,990 4,290 2,750 1,910
144 2,170 4,510 2,980 1,910 KL/r>200
168 1,720 3,320 2,190 KL/r>200 KL/r>200

Refer to the General Specifications for loading information.

Elements of Section – P9200
Area of Section 0.489 in2 (3.2 cm2)
Axis 1-1 Axix 2-2
Moment of Inertia (I) 0.279 in4 (11.6 cm4) 0.279 in4 (11.6 cm4)
Section Modulus (S) 0.297 in3 (4.9 cm3) 0.297 in3 (4.9 cm3)
Radius of Gyration (r) 0.755 in (1.9 cm) 0.755 in (1.9 cm)

Standard Lengths:  10′ or 20′

Special Lengths:

  • Available with a tolerance of ±1/8” (3 mm). Request quote.

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:

  • 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
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