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  7. P1004A - 1-27/32" x 4-7/8", 12 Gage, Plates on Each Side

P1004A - 1-27/32" x 4-7/8", 12 Gage, Plates on Each Side

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 - P1004A
Area of Section
1.965 in2 (12.7 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
4.068 in4 (169.3 cm4)
1.092 in4 (45.5 cm4)
Section Modulus (S)
1.669 in3 (27.4 cm3)
1.190 in3 (19.5 cm3)
Radius of Gyration (r)
1.439 in (3.7 cm )
0.745 in (1.9 cm )
           
Column Loading - P1004A
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 11,420 36,800 33,890 30,440 27,600
36 10,600 30,840 27,600 24,400 22,160
48 9,860 26,400 23,560 21,060 19,470
60 9,160 23,370 21,060 19,160 18,020
72 8,610 21,310 19,470 18,020 17,140
84 8,170 19,890 18,410 17,260 15,240
96 7,790 18,890 17,670 16,760 11,670
108 7,460 18,160 17,140 13,280 9,220
120 7,150 17,590 16,760 10,750 7,470
144 5,660 16,840 11,670 7,470 *
168 4,520 12,990 8,570 * *
*KL/r > 200
             
Beam Loading - P1004A
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 *9,100 0.01 *9,100 *9,100 *9,100 1.00
36 *9,100 0.05 *9,100 *9,100 *9,100 1.00
48 7,000 0.08 7,000 7,000 7,000 0.94
60 5,600 0.13 5,600 5,600 5,600 0.89
72 4,660 0.19 4,660 4,660 4,660 0.83
84 4,000 0.26 4,000 4,000 3,630 0.78
96 3,500 0.34 3,500 3,500 2,780 0.72
108 3,110 0.43 3,110 3,110 2,200 0.67
120 2,800 0.52 2,800 2,670 1,780 0.62
144 2,330 0.75 2,330 1,850 1,230 0.52
168 2,000 1.03 1,810 1,360 910 0.44
192 1,750 1.34 1,390 1,040 690 0.38
216 1,550 1.69 1,100 820 550 0.34
240 1,400 2.10 890 670 440 0.31
*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.
P1004A
10
668.00
10
P1004A
20
668.00
20
P1004A
10
668.00
10
P1004A
20
668.00
20
P1004A
10
710.20
10
P1004A
20
710.20
20
P1004A
10
668.00
10
P1004A
20
668.00
20
 

 

P1000 Combinations and Pierced Channel