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Pipe Bending Stress Calculator

ASME B31.8 Pipeline Support Design with Combined Stress Analysis

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Professional ASME B31.8 Bending Stress Analysis
Evaluates bending stress and deflection in pipeline spans with full ASME B31.8-833.4 combined stress compliance. Includes pressure-induced longitudinal stress effects and L/240 deflection limits.

Pipe Data

inches
inches

Span Configuration

feet

Loading Data

lbf/ft
Besides pipe weight
lbf
feet from End A
psig
For combined stress analysis

Design Parameters (ASME B31.8)

Design Factor (F): 0.72
°F
-
1.0 for seamless/ERW

Material Properties

ksi
psi
Specified Min. Yield Strength

📘 ASME B31.8 Criteria

Combined Stress (§833.4):
SL = Spressure + Sbending ≤ 0.75 × SMYS

Occasional Bending:
Sb ≤ F × E × T × SMYS

Deflection Limit:
δ ≤ L/240 (industry practice)

Beam Theory

Bending Stress:
σb = M / Z

Deflection (Simply Supported):
δ = 5wL⁴ / (384EI)

Section Modulus:
Z = π(OD⁴-ID⁴) / (32×OD)

Engineering Notes

Support Spacing: ASME B31.8 recommends evaluating combined stresses for unsupported spans. Consider soil support, thermal expansion, and seismic loads.

Load Categories:
• Sustained: Dead weight, pressure
• Occasional: Wind, seismic, hydro test
• Thermal: Expansion/contraction

Acceptance Criteria:
• Combined: ≤ 0.75 SMYS (§833.4)
• Occasional: ≤ F×E×T×SMYS
• Deflection: L/240 typical limit

Design Considerations:
Use proper support types to minimize bending. Fixed supports create moments; pinned supports allow rotation. Consider stress intensification factors at fittings.

Code References

ASME B31.8-2020
• §833.4 - Combined stress criteria
• §841.1.6 - Design factors (Table)
• §841.1.8 - Temperature derating

API 1102
Steel Pipeline Crossing Railroad and Highway Rights-of-Way

ASCE 7
Minimum Design Loads (wind, seismic)
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