PowerStrut Catalog

CHANNEL

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

PS 200 & PS 200 2T3 – Load Data

BEAM LOADING – PS 200

COLUMN LOADING – PS 200

Max. Allowable Load at Slot Face (lbs)

Uniform Loading at Deflection

Maximum Column Load Applied at C.G.

Max Allowable Uniform Load (lb)

Defl. at Uniform Load (in)

Unbraced Height (in)

Span (in)

Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

24 36 48 60 72 84 96

1,690 1,130

0.06 0.13 0.22 0.35 0.50 0.68 0.89 1.14 1.40 2.00 2.72 3.55 4.58 5.62

1,690 1,130

1,690 1,130

1,690

24 36 48 60 72 84 96

3,550 3,190 2,770 2,380 2,080 1,860 1,670 1,510 1,380 1,150

10,740

9,890 7,740 6,010 4,690 3,800 3,200 2,750 2,400 2,110 1,660

8,770 6,390 4,690 3,630 2,960 2,480 2,110 1,810

7,740 5,310 3,800 2,960 2,400 1,980 1,660

900 500 320 220 160 130 100

8,910 7,260 5,910 4,840 4,040 3,480 3,050 2,700 2,180

850 680 560 480 420 380 340 280 240 210 190 170

850 650 450 330 250 200 160 110

760 480 340 250 190 150 120

108 120 144 168 192 216 240

108 120 144

** ** **

80 60 40 NR NR NR

** **

80 60 50 40 NR

80 60 50 40

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

PS200 – 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-200-EH 15% PS-200-S 15% PS-200-H 10% PS-200-KO6 5% PS-200-SB 30% PS-200-WT 15% For Extruded Aluminum Channels, reduce beam load values 38%.

3,100 Lbs.

7,700 Lbs.

6,700 Lbs.

Resistance to Slip – 1,500 lbs. per bolt when 1 ⁄ 2 " PS NS channel nuts are used. Pull Out Strength – 2,000 lbs. per bolt when 1 ⁄ 2 " PS NS channel nuts are used.

COLUMN LOADING – PS 200 2T3

BEAM LOADING – PS 200 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)

Uniform Loading at Deflection

Maximum Column Load Applied at C.G.

Max Allowable Uniform Load (lb)

Defl. at Uniform Load (in)

Unbraced Height (in)

Span (in)

Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

24 36 48 60 72 84 96

3,500 *

0.02 0.07 0.13 0.20 0.28 0.39 0.51 0.64 0.79 1.14 1.53 2.02 2.54 3.16

3,500 *

3,500 *

3,500 *

24 36 48 60 72 84 96

6,430 6,290 6,160 6,000 5,620 5,170 4,690 4,170 3,690 2,930

24,280 23,610 22,810 21,820 21,410 20,300 20,210 18,670 18,970 16,160 16,950 13,630 14,890 11,190

22,700 21,820 20,650 19,670 18,670 16,160 15,520 12,390

3,190 2,390 1,910 1,600 1,370 1,200 1,060

3,190 2,390 1,910 1,600 1,370 1,200 1,000

3,190 2,390 1,910 1,600 1,240

3,190 2,390 1,620 1,130

12,390

8,950 6,580 5,040 3,980

830 630 500 410 280 210 160 130 100

9,470 7,250 5,730 4,640

950 750 610 420 310 240 190 150

108 120 144 168 192 216 240

108 120 144

12,850 10,900

8,950 7,250 5,040

960 800 680 600 530 480

810 560 410 320 250 200

** **

7,630

**

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

For Pierced Channels, reduce beam load values as follows: PS 200 2T3 EH 15% (See PS 200 2T3 EH on page28.)

*Load limited by spot weld shear. 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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