PowerStrut Catalog

CHANNEL

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

PS 560 – Steel Channel (1 5 ⁄ 8 " x 13 ⁄ 16 " x 16 ga.) - Load Data

BEAM LOADING – PS 560

COLUMN LOADING – PS 560

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

410 270 200 160 140 120 100

0.11 0.24 0.43 0.67 1.01 1.38 1.72 2.20 2.68

410 220 120

370 170

250 110

24 36 48 60 72

1,630 1,450 1,160

4,670 3,840 3,030 2,120 1,470

4,290 3,310 2,190 1,400

3,780 2,460 1,400

3,310 1,730

90 60 40 30 20 20 10

60 40 30 20 20 10 10

970

80 60 40 30 20 20

870 670

900

** **

970

**

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

108 120

90 80

* 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-560-EH 15% PS-560-S 15% PS-560-WT 15%

PS560 – Crush Loads

3,000 Lbs.

2,600 Lbs.

1,200 Lbs.

Resistance to Slip – 1,000 lbs. per bolt when 1 ⁄ 2 " PS NS channel nuts are used. Pull Out Strength – 1,000 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 560 2T3

COLUMN LOADING – PS 560 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)

Span (in)

Unbraced Height (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

810 *

0.05 0.14 0.25 0.40 0.57 0.78 1.02 1.29 1.54 2.29

810 *

810 *

810 *

24 36 48 60 72 84 96

2,830 2,740 2,590 2,340 2,020 1,700 1,440 1,230

10,390

10,000

9,470 7,870 5,910 4,090 2,840 2,090

8,960 6,700 4,440 2,840 1,970

710 540 430 360 310 270 240 210 180

710 540 360 250 190 140 110

710 430 270 190 140 110

500 280 180 130

9,530 8,620 7,380 6,110 4,880 3,780 2,990

8,960 7,480 5,910 4,440 3,260 2,500 1,970

90 70 60 50 30

** ** **

** **

108 120 144

80 70 50

108

90 60

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

*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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