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  7. P5000 - 1-5/8" x 3-1/4", 12 Gage, Solid

P5000 - 1-5/8" x 3-1/4", 12 Gage, Solid

Max Load 4,000 Lbs 1,814 Kg
Max Load 5,500 Lbs 2,495 Kg
Max Load 2,000 Lbs 907 Kg

The Unistrut P5000 1-5/8" x 3-1/4" channel is our tallest standard member and has a 12 ga (.105") wall.

     
Elements of Section - P5000
Area of Section
0.897 in2 (5.8 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
1.098 in4 (45.7 cm4)
0.433 in4 (18.0 cm4)
Section Modulus (S)
0.627 in3 (10.3 cm3)
0.533 in3 (8.7 cm3)
Radius of Gyration (r)
1.107 in (2.8 cm )
0.695 in (1.8 cm )
           
Column Loading - P5000
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 5,650 16,870 15,180 12,850 10,600
36 4,690 13,140 10,600 7,650 5,660
48 3,560 9,550 6,860 4,790 3,660
60 2,730 6,680 4,790 3,450 2,710
72 2,160 4,980 3,660 2,710 2,170
84 1,760 3,950 2,960 2,240 1,820
96 1,500 3,270 2,500 1,930 1,580
108 1,310 2,800 2,170 1,690 1,390
120 1,170 2,450 1,930 1,510 *
144 980 1,980 1,580 * *
168 850 1,670 1,340 * *
*KL/r > 200
             
Beam Loading - P5000
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 5,260 0.03 5,260 5,260 5,260 0.98
36 3,500 0.07 3,500 3,500 3,500 0.85
48 2,630 0.12 2,630 2,630 2,630 0.70
60 2,100 0.18 2,100 2,100 1,920 0.55
72 1,750 0.26 1,750 1,750 1,330 0.44
84 1,500 0.36 1,500 1,470 980 0.38
96 1,310 0.47 1,310 1,120 750 0.33
108 1,170 0.59 1,170 890 590 0.30
120 1,050 0.73 960 720 480 0.28
144 880 1.06 670 500 330 0.24
168 750 1.43 490 370 240 0.22
192 660 1.88 370 280 190 0.21
216 580 2.35 300 220 150 0.19
240 530 2.95 240 180 120 0.18



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.
P5000
20
305.00
500
P5000
10
305.00
250
P5000
10
305.00
250
P5000
20
305.00
500
P5000
20
323.30
500
P5000
10
323.30
250
P5000
10
305.00
250
P5000
20
305.00
500
P5000
10
305.00
250
P5000
20
305.00
500
 

 

P5000 Series Channel