PowerStrut Catalog

CHANNEL

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

PS 100 & PS 100 2T3 – Load Data

BEAM LOADING – PS 100

COLUMN LOADING – PS 100

Maximum Column Load Applied at C.G.

Max. Allowable Load at Slot Face (lbs)

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)

K = 1.2 (lbs)

24 36 48 60 72 84 96

5,650 4,690 3,560 2,730 2,160 1,760 1,500 1,310 1,170

16,870 15,180 12,850 10,600

24 36 48 60 72 84 96

5,260 3,500 2,630 2,100 1,750 1,500 1,310 1,170 1,050

0.03 0.07 0.12 0.18 0.26 0.36 0.47 0.59 0.73 1.06 1.43 1.88 2.35 2.95

5,260 3,500 2,630 2,100 1,750 1,500 1,310 1,170

5,260 3,500 2,630 2,100 1,750 1,470 1,120

5,260 3,500 2,630 1,920 1,330

13,140 10,600 7,650

5,660 3,660 2,710 2,170 1,820 1,580 1,390

9,550 6,680 4,980 3,950 3,270 2,800 2,450 1,980 1,670

6,860 4,790 3,660 2,960 2,500 2,170 1,930 1,580 1,340

4,790 3,450 2,710 2,240 1,930 1,690 1,510

980 750 590 480 330 240 190 150 120

108 120 144 168

108 120 144 168 192 216 240

890 720 500 370 280 220 180

** ** **

960 670 490 370 300 240

980 850

** **

880 750 660 580 530

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

PS100 – Crush Loads

* 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. For Pierced Channels, reduce beam load values as follows: PS-100-EH 15% PS-100-S 15% PS-100-H 10% PS-100-KO6 5% PS-100-WT 15%

3,000 Lbs.

7,500 Lbs.

6,500 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.

BEAM LOADING – PS 100 2T3

COLUMN LOADING – PS 100 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

Max Allowable Uniform Load (lb)

Defl. at Uniform Load (in)

Unbraced Height (in)

K = 0.65 (lbs)

K = 0.80 (lbs)

K =1.0 (lbs)

K = 1.2 (lbs)

Span (in)

Span/180 (lbs)

Span/240 (lbs)

Span/360 (lbs)

24 36 48 60 72 84 96

10,670 10,350

39,230 38,030 36,210 34,240 36,450 34,240 31,200 28,260 33,220 30,200 26,430 23,190 29,950 26,430 22,470 19,380 26,880 23,190 19,380 16,450 24,140 20,520 17,040 12,090

24 36 48 60 72 84 96

6,890 * 6,890 * 6,890 *

0.01 0.02 0.05 0.10 0.14 0.19 0.25 0.32 0.39 0.57 0.77 1.01 1.27 1.58

6,890 * 6,890 * 6,890 *

6,890 * 6,890 * 6,890 *

6,890 * 6,890 * 6,890 *

9,940 9,290 8,560 7,860 7,220 6,600 5,760 4,390 3,420

6,420 5,350 4,590 4,020 3,570 3,210 2,680 2,290 2,010 1,780 1,610

6,420 5,350 4,590 4,020 3,570 3,210 2,680 2,290 2,010 1,680 1,360

6,420 5,350 4,590 4,020 3,570 3,210 2,680 2,080 1,590 1,260 1,020

6,420 5,350 4,590 4,020 3,360 2,720 1,890 1,390 1,060

21,790 18,370 13,330 19,790 16,450 10,530

9,250 7,310

108 120 144 168

108 120 144 168 192 216 240

18,130 13,330

8,530

** ** **

14,020 10,300

9,250 6,800

** **

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

840 680

* 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. 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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