01052011_Unistrut_US


- Telestrut - P9000 - 1-5/8" x 1-5/8" Telestrut Tubing
Elements of Section - P9000
Area of Section
0.387 in2 (2.5 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
0.166 in4 (6.9 cm4)
0.166 in4 (6.9 cm4)
Section Modulus (S)
0.205 in3 (3.4 cm3)
0.205 in3 (3.4 cm3)
Radius of Gyration (r)
0.655 in (1.7 cm )
0.655 in (1.7 cm )
Column Loading - P9000
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 3,640 8,730 8,570 8,330 8,040
36 3,540 8,360 8,040 7,530 6,950
48 3,400 7,880 7,340 6,530 5,660
60 3,210 7,290 6,530 5,440 4,360
72 2,990 6,640 5,660 4,360 3,160
84 2,730 5,940 4,790 3,340 2,320
96 2,430 5,220 3,940 2,560 1,780
108 2,110 4,520 3,160 2,020 1,400
120 1,820 3,840 2,560 1,640 *
144 1,390 2,690 1,780 * *
*KL/r > 200
Beam Loading - P9000
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 1,710 0.06 1,710 1,710 1,710 1.00
36 1,140 0.14 1,140 1,140 810 1.00
48 860 0.25 860 680 450 1.00
60 690 0.40 580 440 290 1.00
72 570 0.57 400 300 200 1.00
84 490 0.77 300 220 150 1.00
96 430 1.01 230 170 110 1.00
108 380 1.27 180 130 90 1.00
120 340 1.56 150 110 70 1.00
144 290 2.30 100 80 50 1.00
168 240 3.02 70 60 40 1.00
192 210 3.95 60 40 - 1.00
216 190 5.09 40 - - 1.00
240 170 6.24 40 - - 1.00

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.
P9000

Graphic 2:
P9000 2

Graphic 2:
P9000 3


12 Gauge Nominal Thickness .105" (2.7mm)

Part No. Finish Length Weight
P9000
GR
10
205.00
P9000
GR
20
205.00
P9000
PG
10
205.00
P9000
PG
20
205.00
P9000
HG
20
217.00
P9000
PL
10
205.00
P9000
PL
20
205.00