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  6. P5001 - 1-5/8" x 6 1/2", 12 Gage, Back-to-Back, Solid

P5001 - 1-5/8" x 6 1/2", 12 Gage, Back-to-Back, Solid

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

 

     
Elements of Section - P5001
Area of Section
1.793 in2 (11.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
6.227 in4 (259.2 cm4)
0.866 in4 (36.0 cm4)
Section Modulus (S)
1.916 in3 (31.4 cm3)
1.066 in3 (17.5 cm3)
Radius of Gyration (r)
1.864 in (4.7 cm )
0.695 in (1.8 cm )
           
Column Loading - P5001
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 10,670 39,230 38,030 36,210 34,240
36 10,350 36,450 34,240 31,200 28,260
48 9,940 33,220 30,200 26,430 23,190
60 9,290 29,950 26,430 22,470 19,380
72 8,560 26,880 23,190 19,380 16,450
84 7,860 24,140 20,520 17,040 12,090
96 7,220 21,790 18,370 13,330 9,250
108 6,600 19,790 16,450 10,530 7,310
120 5,760 18,130 13,330 8,530 *
144 4,390 14,020 9,250 * *
168 3,420 10,300 6,800 * *
*KL/r > 200
             
Beam Loading - P5001
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 *6,890 0.01 *6,890 *6,890 *6,890 1.00
36 *6,890 0.02 *6,890 *6,890 *6,890 1.00
48 *6,890 0.05 *6,890 *6,890 *6,890 0.97
60 6,420 0.10 6,420 6,420 6,420 0.90
72 5,350 0.14 5,350 5,350 5,350 0.83
84 4,590 0.19 4,590 4,590 4,590 0.76
96 4,020 0.25 4,020 4,020 4,020 0.68
108 3,570 0.32 3,570 3,570 3,360 0.61
120 3,210 0.39 3,210 3,210 2,720 0.54
144 2,680 0.57 2,680 2,680 1,890 0.43
168 2,290 0.77 2,290 2,080 1,390 0.35
192 2,010 1.01 2,010 1,590 1,060 0.30
216 1,780 1.27 1,680 1,260 840 0.27
240 1,610 1.58 1,360 1,020 680 0.24
*Load limited by weld shear
 

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.
P5001
10
610.00
100
P5001
20
610.00
200
P5001
10
610.00
100
P5001
20
610.00
200
P5001
10
646.60
100
P5001
20
646.60
200
P5001
10
610.00
100
P5001
20
610.00
200
 

 

Seismic Channel