A4001 - 1-1/4" x 1-1/4", 14 Gage Back-to-Back

A4001
A4001
A4001
Max Load 1,400 Lbs 635 Kg
Max Load 1,000 Lbs 454 Kg

 

     
Elements of Section - A4001
Area of Section
0.264 in2 (1.7 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
0.037 in4 (1.5 cm4)
0.058 in4 (2.4 cm4)
Section Modulus (S)
0.058 in3 (1.0 cm3)
0.093 in3 (1.5 cm3)
Radius of Gyration (r)
0.372 in (0.9 cm )
0.469 in (1.2 cm )
           
Column Loading - A4001
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)
18 1,640 5,640 5,420 5,110 4,800
24 1,600 5,320 5,000 4,600 4,240
36 1,510 4,650 4,240 3,500 2,730
48 1,330 4,030 3,240 2,250 1,560
60 1,090 3,170 2,250 1,440 1,000
72 870 2,370 1,560 1,000 *
84 700 1,740 1,150 * *
*KL/r > 200
             
Beam Loading - A4001
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)
18 *350 0.02 *350 *350 *350 1.00
24 *350 0.06 *350 *350 *350 1.00
36 330 0.19 330 270 180 0.97
48 240 0.32 200 150 100 0.89
60 200 0.52 130 100 60 0.82
72 160 0.72 90 70 40 0.74
84 140 1.00 70 50 30 0.67
*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.
A4001
16
90.00
400
A4001
16
95.40
400
A4001
16
90.00
400
A4001
16
40.00
400