📐 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
📊 Solver Telemetry ● ACTIVE
👁️ Consultations 31
⚡ Calculs faits 25
💾 Téléchargements 171 📦 Code Fortran 4.4 KB
📅 Mise en service Jun 2026
⏱️ Latence < 1 ms
⚡ Outils & Rapports :
💾 Télécharger Fortran 90

📐 Multi-Span Continuous Pipe Deflection & Support Stanchions

Real-time visual simulation of elastic beam sag under gravity & insulation weight

📝 Configuration & Presets

💧 6" Water Line (Sch 40) ♨️ 10" Insulated Steam (300°C) 🛢️ 4" Fuel Oil Line 💨 16" Gas Header
📏 Pipe Geometry & Elasticity
Carbon Steel: 200 GPa, Stainless: 190 GPa
ASME B31 allowable (e.g. 138 MPa)
🧪 Fluid Content & Thermal Insulation
Water: 1000, Gas: 0–50, Oil: 850
Mineral wool / Calcium silicate: ~140 kg/m³
Standard limit: 2.54 mm (0.1 in) or L/360
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)

📊 Pipe Span Results

📊 Output Summary
💾 Fortran Source

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%).