PowerStrut Catalog

CHANNEL

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

PS 210 & PS 210 2T3 – Load Data

COLUMN LOADING – PS 210

BEAM LOADING – PS 210

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)

Unbraced Height (in)

Span (in)

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

24 36 48 60 72 84 96

1,350

0.06 0.13 0.23 0.36 0.51 0.70 0.92 1.15 1.42 2.09 2.75 3.67 4.61 5.90

1,350

1,350

1,350

24 36 48 60 72 84 96

2,800 2,410 1,940 1,550 1,290 1,100

8,040 6,480 4,990 3,740 2,860 2,310 1,950 1,690 1,490 1,210

7,330 5,430 3,830 2,760 2,160 1,780 1,520 1,320 1,180

6,360 4,190 2,760 2,050 1,640 1,370 1,180 1,030

5,430 3,210 2,160 1,640 1,320 1,110

900 680 540 450 390 340 300 270 230 190 170 150 140

900 680 510 350 260 200 160 130

900 590 380 260 190 150 120

700 400 250 180 130 100

950 840 760 630

950

108 120 144 168 192 216 240

80 60 40 30 NR NR NR

108 120 144

** ** **

90 70 50 40 30 NR

** **

90 60 50 40 30

950

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

PS210 – Crush Loads

* Bearing load may govern capacity. NR - Not Recommended This load table is based on a solid channel section. For concentrated load at center of span, divide uniform load by 2 and multiply corresponding deflection by 0.8. Loads include weight of channel, which must be deducted. Loads must be multiplied by the applicable unbraced factor from page 42. For Pierced Channels, reduce beam load values as follows: PS-210-EH 15% PS-210-WT 15% PS-210-S 15% PS-210-H 10% PS-210-KO6 5%

1,700 Lbs.

4,000 Lbs.

3,500 Lbs.

Resistance to Slip – 1,000 lbs. per bolt when 1 ⁄ 2 " PS NS channel nuts are used. Pull Out Strength – 1,400 lbs. per bolt when 1 ⁄ 2 " PS NS channel nuts are used.

BEAM LOADING – PS 210 2T3

COLUMN LOADING – PS 210 2T3

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

Max. Allowable Load at Slot Face (lbs)

Maximum Column Load Applied at C.G.

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

Max Allowable Uniform Load (lb)

Defl. at Uniform Load (in)

Unbraced Height (in)

Span (in)

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs) 16,880 14,770 12,930 11,490

K = 1.2 (lbs)

24 36 48 60 72 84 96

2,180 * 2,180 *

0.02 0.06 0.13 0.20 0.28 0.39 0.51 0.64 0.79 1.13 1.54 2.00 2.55 3.16

2,180 * 2,180 *

2,180 * 2,180 *

2,180 * 2,180 *

24 36 48 60 72 84 96

5,010 4,860 4,700 4,480 4,210 3,880 3,480 3,060 2,680 2,090

18,250 16,990 15,610 14,280 13,100 12,090 11,170

17,700 16,030 14,380 12,930 11,750 10,220

16,030 13,620 11,750

1,890 1,510 1,260 1,080

1,890 1,510 1,260 1,080

1,890 1,510 1,260

1,890 1,280

9,290 6,700 4,930 3,770 2,980

890 650 500 400 320 220 160 130 100

9,290 7,090 5,430 4,290 3,480

980 750 590 480 330 250 190 150 120

950 840 760 630 540 470 420 380

950 790 640 440 330 250 200 160

8,390 6,700 5,430 3,770

108 120 144 168 192 216 240

108 120 144

9,640 8,170 5,710

** **

**

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

80

*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 cor responding 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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