PowerStrut Catalog

CHANNEL

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

PS 150 & PS 150 2T3 – Load Data

BEAM LOADING – PS 150

COLUMN LOADING – PS 150

Uniform Loading at Deflection

Maximum Column Load Applied at C.G.

Max. Allowable Load at Slot Face (lbs)

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

3,270 2,180 1,640 1,310 1,090

0.04 0.09 0.15 0.24 0.34 0.47 0.61 0.78 0.95 1.39 1.89 2.46 3.07 3.86

3,270 2,180 1,640 1,310 1,090

3,270 2,180 1,640 1,310

3,270 2,180 1,420

24 36 48 60 72 84 96

4,640 3,970 3,180 2,550 2,120 1,810 1,580 1,400 1,270 1,060

13,840 12,570 10,840

9,190 5,370 3,630 2,780 2,260 1,910 1,650 1,440

11,050

9,190 6,390 4,620 3,630 3,010 2,580 2,260 2,020 1,650 1,380

7,030 4,620 3,450 2,780 2,330 2,020 1,770 1,580

910 630 470 360 280 230 160 120

8,420 6,250 4,790 3,890 3,290 2,860 2,530 2,070 1,750

950 700 530 420 340 240 170 130 110

940 820 730 650 550 470 410 360 330

930 710 560 460 320 230 180 140 110

108 120 144 168 192 216 240

108 120 144 168

** ** **

** **

90 70 60

920

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

90

* Bearing load may govern capacity. 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-150-EH 15% PS-150-S 15% PS-150-H 10%

PS150 – Crush Loads

3,100 Lbs.

7,600 Lbs.

6,600 Lbs.

PS-150-KO6 5% PS-150-WT 15%

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.

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

BEAM LOADING – PS 150 2T3

COLUMN LOADING – PS 150 2T3

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

5,220 * 5,220 *

0.01 0.04 0.08 0.13 0.19 0.26 0.34 0.42 0.52 0.76 1.03 1.35 1.70 2.09

5,220 * 5,220 *

5,220 * 5,220 *

5,220 * 5,220 *

24 36 48 60 72 84 96

8,580 8,350 8,080 7,720 7,270 6,780 6,130 5,450 4,800 3,760 2,970

31,810 30,880 29,520 29,700 28,100 26,000 27,390 25,330 22,910 25,170 22,910 20,510 23,190 20,940 17,170 21,510 18,740 13,430 20,110 15,630 10,290

28,100 24,070 20,940 17,170 12,700

4,820 3,860 3,220 2,760 2,410 2,140 1,930 1,610 1,380 1,210 1,070

4,820 3,860 3,220 2,760 2,410 2,140 1,930 1,610 1,250

4,820 3,860 3,220 2,760 2,410 2,140 1,840 1,280

4,820 3,860 3,220 2,500 1,920 1,510 1,230

9,330 7,150 5,650

108 120 144 168 192 216 240

108 120 144 168

17,750 12,700 15,260 10,290

8,130 6,590

** ** **

850 630 480 380 310

10,830

7,150 5,250

** **

940 720 570 460

7,950

960 760 610

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

960

*Load limited by spot weld shear. 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-150 2T3-EH 15%

25

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