| Elements of Section - P7001 | ||
| Area of Section |
0.148 in2 (1.0 cm2)
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Axis 1-1
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Axis 2-2
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| Moment of Inertia (I) |
0.007 in4 (0.3 cm4)
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0.014 in4 (0.6 cm4)
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| Section Modulus (S) |
0.018 in3 (0.3 cm3)
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0.034 in3 (0.6 cm3)
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| Radius of Gyration (r) |
0.222 in (0.6 cm )
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0.307 in (0.8 cm )
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| Beam Loading - P7001 | ||||||
| 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) |
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| 18 | 200 | 0.07 | 200 | 200 | 140 | 1.00 |
| 24 | 150 | 0.12 | 150 | 120 | 80 | 1.00 |
| 30 | 120 | 0.19 | 100 | 80 | 50 | 1.00 |
| 36 | 100 | 0.28 | 70 | 50 | 40 | 0.93 |
| 42 | 90 | 0.40 | 50 | 40 | 30 | 0.93 |
| 48 | 80 | 0.53 | 40 | 30 | 20 | 0.86 |
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. |
|
P7001
|
10
|
50.00
|
250
|
|
|
P7001
|
10
|
50.00
|
250
|
|
|
P7001
|
10
|
55.10
|
250
|
|
|
P7001
|
10
|
50.00
|
250
|
|
|
P7001
|
10
|
15.00
|
500
|