📐 Pipe Support Span (ASME B31)
Determine maximum allowable pipe span and support spacing based on sag deflection limits (2.5 mm) and ASME B31 allowable bending stress.
⚡ Fortran 90 Engine
Double Precision (IEEE 754)
✓ ISO / ASME Validated
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Jun 2026
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📐 Multi-Span Continuous Pipe Deflection & Support Stanchions
Real-time visual simulation of elastic beam sag under gravity & insulation weight📝 Configuration & Presets
ASME B31 Span Formulations:
• Total Weight: w = wpipe + wfluid + wins [N/m]
• Deflection Limit: Lδ = [ (384 E I δallow) / (5 w) ]¼
• Stress Limit: Lσ = √[ (8 Z Sallow) / w ], with Sallow ≤ 0.23 Sh
• Maximum Allowable Span: Lmax = min(Lδ, Lσ)
• Total Weight: w = wpipe + wfluid + wins [N/m]
• Deflection Limit: Lδ = [ (384 E I δallow) / (5 w) ]¼
• Stress Limit: Lσ = √[ (8 Z Sallow) / w ], with Sallow ≤ 0.23 Sh
• Maximum Allowable Span: Lmax = min(Lδ, Lσ)
📊 Pipe Span Results
📊 Output Summary
Recommended Maximum Support Spacing
Lmax = 7.59 meters (24.9 ft)
Governing Criterion: Deflection Limit (Sag ≤ 2.5 mm)
w = 713.8 N/m
Deflection-Limited Span (Lδ)
7.59 m
Sag Limit = 2.5 mm
Stress-Limited Span (Lσ)
11.78 m
Sallow = 25.3 MPa
Pipe Steel Linear Weight
591.3 N/m
60.3 kg/m
Fluid + Insulation Weight
122.5 N/m
Fluid = 10.0 N/m, Ins = 112.6 N/m
📈 Maximum Allowable Span vs Standard Pipe Size (NPS)
📉 Midspan Sag Deflection vs Support Spacing
================================================================= THERMOFLUIDCALC — ASME B31.1 / B31.3 PIPE SPAN REPORT ================================================================= Case Title : 10" Insulated High-Pressure Steam Header (300°C) Outside Diameter (Do) : 273.00 mm Wall Thickness (t) : 9.27 mm Elastic Modulus (E) : 185.0 GPa Material Allowable Sh : 110.0 MPa Total Distributed Weight : 713.81 N/m (72.76 kg/m) ----------------------------------------------------------------- Deflection-Limited Span : 7.59 meters (24.92 ft) Stress-Limited Span : 11.78 meters (38.66 ft) RECOMMENDED MAXIMUM SPAN : 7.59 meters (24.92 ft) Governing Criterion : Deflection Limit (Sag ≤ 2.5 mm) =================================================================
📘 Calculation Methodology & ASME Standards
Deflection Limit Criterion
To prevent liquid pocketing, condensate pooling, and excessive slope distortions in drainage lines, sag is restricted to $2.54\,\text{mm}$ ($0.1\,\text{in}$):
Lδ = [ (384 E I δallow) / (5 w) ]¼
ASME B31 Sustained Bending Stress
Weight bending stress is allocated a budget $S_b \le 0.23 S_h$ to preserve allowable stress margin for internal pressure and thermal expansion.
Key Engineering Assumptions
- Uniform continuous multi-span beam behavior with simple supports.
- Combined weight includes pipe steel, fluid contents, and insulation jacket.
- No concentrated heavy valves at midpoint (if present, span should be reduced by 30–40%).