Elements of Section - A3301 | ||
Area of Section |
0.459 in2 (3.0 cm2)
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Axis 1-1
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Axis 2-2
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Moment of Inertia (I) |
0.077 in4 (3.2 cm4)
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0.104 in4 (4.3 cm4)
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Section Modulus (S) |
0.103 in3 (1.7 cm3)
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0.167 in3 (2.7 cm3)
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Radius of Gyration (r) |
0.411 in (1.0 cm )
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0.477 in (1.2 cm )
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Beam Loading - A3301 | ||||||
Span (in) |
Max Allowable Uniform Load (lbs) |
Defl at Uniform load (in) |
Uniform Loading at Deflection |
Lateral Bracing Reduction Factor |
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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
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Notes:
- Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support.
- Long span beams should be supported so as to prevent rotation and twist.
- 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.
- 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
|