PowerStrut Catalog

CHANNEL

Finish: Plain, Painted Green, Zinc dichromate, Hot-dip galvanized or Pregalvanized Order By: No., Length and Finish

PS 200 PLA – Welded Steel Channel & Plate

PS 200 PLC – Welded Steel Channel & Plate

1 5 ⁄ 8 " 1.834"

Y

Y

1.236"

X

2.437"

Y

4 7 ⁄

8 "

.494"

X

X

1 3 ⁄

16 "

1.730"

4"

Y

ELEMENTS OF SECTION

X-X Axis Section Modulus (Inch 3 )

Y-Y Axis Section Modulus (Inch 3 )

Area of Section (Inch 2 )

Weight (lbs./100 ft.)

Moment of Inertia (Inch 4 )

Radius of Gyration (Inch)

Moment of Inertia (Inch 4 )

Radius of Gyration (Inch)

Part No.

PS 200 PLA PS 200 PLC

333 668

0.739 1.965

0.287 4.068

0.248 1.669

0.623 1.439

0.617 1.092

0.290 1.190

0.914 0.745

PS 200 PLC – Load Data

BEAM LOADING – PS 200 PLC

COLUMN LOADING – PS 200 PLC

Max. Allowable Load at Slot Face (lbs)

Max Allowable Uniform Load (lb)

Maximum Column Load Applied at C.G.

Uniform Loading at Deflection Span/180 (lbs) Span/240 (lbs) Span/360 (lbs)

Defl. at Uniform Load (in)

Span (in)

Unbraced Height (in)

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

Tech. Data Fiberglass Power-Angle Jr. Channel Unipier ® Solar Components Concrete Inserts Electrical Pipe & Conduit Clamps Fittings Fasteners Metal Channel

24 36 48 60 72 84 96

9,100 * 9,100 *

0.01 0.05 0.08 0.13 0.19 0.26 0.34 0.43 0.52 0.75 1.03 1.34 1.69 2.10

9,100 * 9,100 *

9,100 * 9,100 *

9,100 * 9,100 *

24 36 48 60 72 84 96

11,420 10,600

36,800 33,890 30,440 27,600 30,840 27,600 24,400 22,160 26,400 23,560 21,060 19,470 23,370 21,060 19,160 18,020 21,310 19,470 18,020 17,140 19,890 18,410 17,260 15,240 18,890 17,670 16,760 11,670

7,000 5,600 4,660 4,000 3,500 3,110 2,800 2,330 2,000 1,750 1,550 1,400

7,000 5,600 4,660 4,000 3,500 3,110 2,800 2,330 1,810 1,390 1,100

7,000 5,600 4,660 4,000 3,500 3,110 2,670 1,850 1,360 1,040

7,000 5,600 4,660 3,630 2,780 2,200 1,780 1,230

9,860 9,160 8,610 8,170 7,790 7,460 7,150 5,660 4,520

108 120 144 168 192 216 240

108 120 144 168

18,160 17,140 13,280 17,590 16,760 10,750 16,840 11,670 7,470

9,220 7,470

** **

910 690 550 440

12,990

8,570

**

820 670

** KL ⁄ r >200 Column loads are for allowable axial loads and must be reduced for eccentric loading.

890

*Load limited by spot weld shear. † Bearing load may govern capacity.

For concentrated load at center of span, divide uniform load by 2 and multiply corresponding deflection by 0.8. This load table is based on a solid channel section. Loads include weight of channel, which must be deducted. Loads must be multiplied by the applicable unbraced factor from page 42.

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