419.606.8512

  1. Products
  2. Unistrut
  3. Seismic Support
  4. Channel
  5. Seismic Channel
  6. P1000 - 1-5/8" x 1-5/8", 12 Gage Channel, Solid

P1000 - 1-5/8" x 1-5/8", 12 Gage Channel, Solid

Max Load 5,000 Lbs 2,268 Kg
Max Load 8,000 Lbs 3,629 Kg
Max Load 3,500 Lbs 1,588 Kg

 

     
Elements of Section - P1000
Area of Section
0.555 in2 (3.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
0.185 in4 (7.7 cm4)
0.236 in4 (9.8 cm4)
Section Modulus (S)
0.202 in3 (3.3 cm3)
0.290 in3 (4.8 cm3)
Radius of Gyration (r)
0.577 in (1.5 cm )
0.651 in (1.7 cm )
           
Column Loading - P1000
Unbraced
Height
(in)		 Allowable
Load at
Slot Face
(lbs)		 Max Column Load
Applied at C.G.
K=0.65
(lbs)		 K=0.80
(lbs)		 K=1.0
(lbs)		 K=1.2
(lbs)
24 3,550 10,740 9,890 8,770 7,740
36 3,190 8,910 7,740 6,390 5,310
48 2,770 7,260 6,010 4,690 3,800
60 2,380 5,910 4,690 3,630 2,960
72 2,080 4,840 3,800 2,960 2,400
84 1,860 4,040 3,200 2,480 1,980
96 1,670 3,480 2,750 2,110 1,660
108 1,510 3,050 2,400 1,810 *
120 1,380 2,700 2,110 * *
144 1,150 2,180 1,660 * *
*KL/r > 200
             
Beam Loading - P1000
Span
(in)		 Max
Allowable
Uniform
Load
(lbs)		 Defl at
Uniform
load
(in)		 Uniform Loading
at Deflection		 Lateral
Bracing
Reduction
Factor
Span
/180
(lbs)		 Span
/240
(lbs)		 Span
/360
(lbs)
24 1,690 0.06 1,690 1,690 1,690 1.00
36 1,130 0.13 1,130 1,130 900 0.94
48 850 0.22 850 760 500 0.88
60 680 0.35 650 480 320 0.82
72 560 0.50 450 340 220 0.78
84 480 0.68 330 250 160 0.75
96 420 0.89 250 190 130 0.71
108 380 1.14 200 150 100 0.69
120 340 1.40 160 120 80 0.66
144 280 2.00 110 80 60 0.61
168 240 2.72 80 60 40 0.55
192 210 3.55 60 50 - 0.51
216 190 4.58 50 40 - 0.47
240 170 5.62 40 - - 0.44
 

Notes:

  1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support.
  2. Long span beams should be supported so as to prevent rotation and twist.
  3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8.
  4. The lateral bracing factor should be multiplied by the load to determine the load retained based on the distance between lateral braces.

 

Part No. Finish Length Weight Box Qty.
P1000
20
189.00
1000
P1000
10
189.00
500
P1000
20
189.00
1000
P1000
10
189.00
500
P1000
10
201.40
500
P1000
20
201.40
1000
P1000
20
189.00
1000
P1000
10
189.00
500
P1000
20
189.00
1000
P1000
10
189.00
500
P1000
20
73.30
1000
P1000
10
73.30
500
P1000
10
189.00
500
P1000
20
189.00
1000
P1000
20
189.00
1000
P1000
10
189.00
500
 

 

Seismic Channel