A3301 - 1-1/4" x 1-1/2", 14 Gage Channel

A3301
 A3301
 A3301
Max Load 3,000 Lbs 1,361 Kg
Max Load 2,000 Lbs 907 Kg

 

     
Elements of Section - A3301
Area of Section
0.459 in2 (3.0 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
0.077 in4 (3.2 cm4)
0.104 in4 (4.3 cm4)
Section Modulus (S)
0.103 in3 (1.7 cm3)
0.167 in3 (2.7 cm3)
Radius of Gyration (r)
0.411 in (1.0 cm )
0.477 in (1.2 cm )
           
Column Loading - A3301
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 2,540 9,890 9,620 9,300 9,020
24 2,510 9,510 9,200 8,710 7,960
36 2,410 8,800 7,960 6,730 5,490
48 2,230 7,560 6,320 4,690 3,310
60 1,970 6,210 4,690 3,050 2,120
72 1,650 4,890 3,310 2,120 *
84 1,380 3,680 2,430 * *
96 1,160 2,820 1,860 * *
*KL/r > 200
             
Beam Loading - A3301
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 *990 0.03 *990 *990 *990 1.00
24 860 0.07 860 860 850 1.00
36 580 0.15 580 560 380 1.00
48 430 0.27 420 320 210 0.99
60 350 0.43 270 200 140 0.95
72 290 0.62 190 140 90 0.91
84 250 0.85 140 100 70 0.88
96 220 1.11 110 80 50 0.84
*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.
A3301
16
156.00
400
A3301
16
156.00
400
A3301
16
156.00
400