Unistrut Load Capacity Calculator
Calculation Results:
Maximum Allowable Load: 0 lbs
Deflection at Max Load: 0 inches
Note: Calculations are based on beam orientation (open side up) and standard carbon steel properties.
Understanding Unistrut Load Capacity
Unistrut (strut channel) is a standardized structural system used in the construction and electrical industries for light structural support. Knowing the load capacity is critical for the safety and integrity of trapeze supports, seismic bracing, and equipment racks.
Key Factors Influencing Capacity
- Span Length: The distance between support points. As the span doubles, the load capacity generally halves for uniform loads and reduces significantly for point loads.
- Profile Dimensions: Deep channels like P5500 have a much higher Moment of Inertia (I) and Section Modulus (S) compared to shallow channels like P3300, allowing for much greater spans.
- Load Type: A Uniformly Distributed Load (UDL) spreads weight evenly across the entire span, whereas a Center Point Load concentrates all weight at the weakest part of the beam (the middle).
- Material Gauge: Standard Unistrut is 12-gauge steel. Thinner 14-gauge or 16-gauge channels have lower capacity even if the outer dimensions are the same.
Technical Reference Table
| Series | Size (Inches) | Area (in²) | Weight (lb/ft) |
|---|---|---|---|
| P1000 | 1-5/8 x 1-5/8 | 0.555 | 1.89 |
| P3300 | 1-5/8 x 7/8 | 0.334 | 1.16 |
| P5500 | 1-5/8 x 2-7/16 | 0.723 | 2.47 |
Calculation Examples
Example 1 (Uniform Load): A P1000 channel with a 48-inch span. Using the standard allowable stress, it can support approximately 840 lbs of weight spread evenly. If that same 840 lbs is concentrated in the center, the channel may fail or exceed safety limits.
Example 2 (Deflection): For aesthetic and functional reasons, many engineers limit deflection to 1/240th or 1/360th of the span. For a 120-inch span, a deflection of 0.5 inches (1/240) is often the maximum permissible, even if the metal is not yet near its breaking point.
Safety and Standards
This calculator uses basic beam formulas. In real-world applications, always consult the official Unistrut Engineering Catalog. These calculations assume the beam is simply supported and lateral bracing is sufficient to prevent twisting (torsional-flexural buckling). Always use a safety factor (typically 1.67 per AISC) to account for material variations and unexpected dynamic loads.