Units
Inputs

Wall thickness will show below.

Span reduces for heavier contents.

Typical: 69 MPa (10 ksi) for CS; adjust per Sh of material.

Industry standard: 12.7 mm (0.5 in). Stricter: 6.4 mm for sensitive services.

Result
Governing max span
m
Stress-limited span
m
Deflection-limited span
m
MSS SP-58 recommended
m
Conservative industry table — includes safety factors for vibration, cycling.
Pipe loading
Formulas & Reference
Stress-limited:     L = √(8 × σ_allow × Z / w) Deflection-limited:  L = [384 × E × I × δ_max / (5 × w)]^(1/4) Governing span  =  min(stress, deflection)
Assumptions: simply-supported beam with uniformly distributed load. Self-weight + fluid + insulation (pipe as shown). Ambient temperature properties.

Why 3 values? The calculated span gives you the mathematical limit for stress and deflection. The MSS SP-58 value is what industry tables recommend — always more conservative because it accounts for vibration, thermal cycling, impact loads, and installation tolerances that the simple beam formulas ignore.

When to use which? For routine design, follow MSS SP-58. Use the calculated span when you need to justify a longer span (e.g., missing a support location due to congestion) AND you have confirmed there is no significant vibration/cyclic loading. Always have the stress engineer verify for critical services.

Brownfield tip: existing supports may be corroded, bent, or misaligned. Before extending a span on a revamp, walk the line and verify existing support condition. A "good theoretical span" means nothing if the support itself is failing.
⚠ For preliminary sizing only Results are based on nominal ASME dimensions and typical material densities. They do not account for manufacturing tolerances, coatings, supports, flanges, fittings, corrosion allowance, or actual site conditions. All final designs must be verified by a qualified engineer and validated against the applicable code edition. Piping Passion accepts no liability for decisions made using this tool.