The P4000 is a 1-5/8" x 13/16" Unistrut channel with a 16 ga (.060") wall. It is slightly shorter than the P3300.
Elements of Section - P4000 | ||
Area of Section |
0.244 in2 (1.6 cm2)
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|
Axis 1-1
|
Axis 2-2
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|
Moment of Inertia (I) |
0.023 in4 (1.0 cm4)
|
0.092 in4 (3.8 cm4)
|
Section Modulus (S) |
0.049 in3 (0.8 cm3)
|
0.113 in3 (1.9 cm3)
|
Radius of Gyration (r) |
0.306 in (0.8 cm )
|
0.613 in (1.6 cm )
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|
Beam Loading - P4000 | ||||||
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) |
||||
24 | 410 | 0.11 | 410 | 370 | 250 | 1.00 |
36 | 270 | 0.24 | 220 | 170 | 110 | 0.94 |
48 | 200 | 0.43 | 120 | 90 | 60 | 0.88 |
60 | 160 | 0.67 | 80 | 60 | 40 | 0.83 |
72 | 140 | 1.01 | 60 | 40 | 30 | 0.79 |
84 | 120 | 1.38 | 40 | 30 | 20 | 0.75 |
96 | 100 | 1.72 | 30 | 20 | 20 | 0.72 |
108 | 90 | 2.20 | 20 | 20 | 10 | 0.69 |
120 | 80 | 2.68 | 20 | 10 | 10 | 0.66 |
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. |
P4000
|
20
|
83.00
|
1000
|
|
P4000
|
10
|
83.00
|
500
|
|
P4000
|
20
|
82.00
|
1000
|
|
P4000
|
10
|
82.00
|
500
|
|
P4000
|
10
|
86.90
|
500
|
|
P4000
|
20
|
86.90
|
1000
|
|
P4000
|
20
|
82.00
|
1000
|
|
P4000
|
10
|
82.00
|
500
|
|
P4000
|
20
|
82.00
|
1000
|
|
P4000
|
10
|
82.00
|
500
|
|
P4000
|
20
|
45.00
|
1000
|
|
P4000
|
10
|
45.00
|
500
|
|
P4000
|
10
|
82.00
|
500
|
|
P4000
|
20
|
82.00
|
1000
|
|
P4000
|
20
|
82.00
|
1000
|
|
P4000
|
10
|
82.00
|
500
|