| Elements of Section - P7000 | ||
| Area of Section |
0.074 in2 (0.5 cm2)
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Axis 1-1
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Axis 2-2
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| Moment of Inertia (I) |
0.002 in4 (0.1 cm4)
|
0.007 in4 (0.3 cm4)
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| Section Modulus (S) |
0.007 in3 (0.1 cm3)
|
0.017 in3 (0.3 cm3)
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| Radius of Gyration (r) |
0.150 in (0.4 cm )
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0.307 in (0.8 cm )
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| Beam Loading - P7000 | ||||||
| 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 | 80 | 0.12 | 60 | 50 | 30 | 0.98 |
| 24 | 60 | 0.22 | 40 | 30 | 20 | 0.95 |
| 30 | 50 | 0.36 | 20 | 20 | 10 | 0.95 |
| 36 | 40 | 0.50 | 20 | 10 | 10 | 0.90 |
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. |
|
P7000
|
10
|
25.00
|
1000
|
|
|
P7000
|
10
|
25.00
|
1000
|
|
|
P7000
|
10
|
27.60
|
1000
|
|
|
P7000
|
10
|
25.00
|
1000
|
|
|
P7000
|
10
|
10.00
|
1000
|
|
|
P7000
|
10
|
25.00
|
1000
|