- a_series - A1001 - 1-1/4" x 2-1/2", 14 Gage Channel, Back-to-Back


A1001
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
A1001
GR
10
207.00
A1001
GR
20
207.00
A1001
PG
10
207.00
A1001
PG
20
207.00
A1001
HG
10
220.50
A1001
HG
20
220.50
A1001
PL
10
207.00
A1001
PL
20
207.00


A1001 2


A1001 3
Elements of Section - A1001
Area of
Section
0.609 in2 (3.9 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.302 in4 (12.6 cm4)
0.156 in4 (6.5 cm4)
Section
Modulus (S)
0.242 in3 (4.0 cm3)
0.250 in3 (4.1 cm3)
Radius of
Gyration (r)
0.704 in (1.8 cm )
0.506 in (1.3 cm )
Column Loading - A1001
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 3,530 13,300 12,920 12,400 11,880
24 3,480 12,750 12,220 11,550 10,950
36 3,370 11,630 10,950 10,220 9,150
48 3,260 10,680 10,020 8,260 6,500
60 2,960 9,930 8,260 6,080 4,270
72 2,630 8,480 6,500 4,270 2,970
84 2,260 7,040 4,900 3,140 2,180
96 1,940 5,680 3,750 2,400 *
108 1,670 4,490 2,970 * *
120 1,440 3,640 2,400 * *
*KL/r > 200
Beam Loading - A1001
Span
(in)
Max
Allow.
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Lateral
Bracing
Reduct.
Factor
Span
/180
(lbs)
Span
/240
(lbs)
Span
/360
(lbs)
18 *1,650 0.01 *1,650 *1,650 *1,650 1.00
24 *1,650 0.03 *1,650 *1,650 *1,650 1.00
36 1,350 0.09 1,350 1,350 1,350 1.00
48 1,010 0.16 1,010 1,010 820 0.95
60 810 0.26 810 790 530 0.90
72 670 0.37 670 550 370 0.84
84 580 0.50 540 400 270 0.79
96 510 0.66 410 310 210 0.74
108 450 0.83 330 240 160 0.69
120 400 1.01 260 200 130 0.64
*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.

Bearing Load on Channel:

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