Unistrut Channel Beam Load & Deflection Calculator
Determine maximum beam load capacity, center span deflection, and allowable span limits for Unistrut metal framing channels under MFMA standards.
Input Parameters
Interactive HUDCalculated Output Metrics
Analytical Proof & Invariants
Machine PrecisionUniform: W = (8 · S · σ_allow) / L | Deflection Δ = (5 · W · L³) / (384 · E · I) | σ_allow = 25,000 psi
Step-by-Step Mathematical Derivation
MFMA-4 specifies allowable bending stress of 25,000 psi for cold-formed steel strut channels. For uniform load, maximum moment is M = W · L / 8 = S · σ_allow, yielding W = (8 · S · 25,000) / L.
For modulus E = 29,500,000 psi, center deflection under total uniform load W is Δ = (5 · W · L³) / (384 · E · I). For center point load P, deflection is Δ = (P · L³) / (48 · E · I).
Long spans are governed by serviceability deflection limits (L/240 or L/360) rather than structural yield strength.
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