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  6. P5501 - 1-5/8" x 4 7/8", 12 Gage, Back-to-Back, Solid

P5501 - 1-5/8" x 4 7/8", 12 Gage, Back-to-Back, 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 - P5501
Area of Section
1.452 in2 (9.4 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
2.805 in4 (116.8 cm4)
0.669 in4 (27.8 cm4)
Section Modulus (S)
1.151 in3 (18.9 cm3)
0.823 in3 (13.5 cm3)
Radius of Gyration (r)
1.390 in (3.5 cm )
0.679 in (1.7 cm )
           
Column Loading - P5501
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 8,580 31,810 30,880 29,520 28,100
36 8,350 29,700 28,100 26,000 24,070
48 8,080 27,390 25,330 22,910 20,940
60 7,720 25,170 22,910 20,510 17,170
72 7,270 23,190 20,940 17,170 12,700
84 6,780 21,510 18,740 13,430 9,330
96 6,130 20,110 15,630 10,290 7,150
108 5,450 17,750 12,700 8,130 5,650
120 4,800 15,260 10,290 6,590 *
144 3,760 10,830 7,150 * *
168 2,970 7,950 5,250 * *
*KL/r > 200
             
Beam Loading - P5501
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 *5,220 0.01 *5,220 *5,220 *5,220 1.00
36 *5,220 0.04 *5,220 *5,220 *5,220 1.00
48 4,820 0.08 4,820 4,820 4,820 0.98
60 3,860 0.13 3,860 3,860 3,860 0.93
72 3,220 0.19 3,220 3,220 3,220 0.87
84 2,760 0.26 2,760 2,760 2,500 0.81
96 2,410 0.34 2,410 2,410 1,920 0.76
108 2,140 0.42 2,140 2,140 1,510 0.70
120 1,930 0.52 1,930 1,840 1,230 0.64
144 1,610 0.76 1,610 1,280 850 0.53
168 1,380 1.03 1,250 940 630 0.45
192 1,210 1.35 960 720 480 0.39
216 1,070 1.70 760 570 380 0.34
240 960 2.09 610 460 310 0.30
*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.
P5501
20
494.00
300
P5501
10
494.00
150
P5501
20
494.00
300
P5501
10
494.00
150
P5501
10
494.00
150
P5501
20
523.60
300
P5501
20
494.00
300
P5501
10
494.00
150
P5501
20
494.00
300
 

 

Seismic Channel