fe-analyst-dnv-os-f101-pipeline-code-checks
Sub-skill of fe-analyst: DNV-OS-F101 Pipeline Code Checks (+2).
Best use case
fe-analyst-dnv-os-f101-pipeline-code-checks is best used when you need a repeatable AI agent workflow instead of a one-off prompt.
Sub-skill of fe-analyst: DNV-OS-F101 Pipeline Code Checks (+2).
Teams using fe-analyst-dnv-os-f101-pipeline-code-checks should expect a more consistent output, faster repeated execution, less prompt rewriting.
When to use this skill
- You want a reusable workflow that can be run more than once with consistent structure.
When not to use this skill
- You only need a quick one-off answer and do not need a reusable workflow.
- You cannot install or maintain the underlying files, dependencies, or repository context.
Installation
Claude Code / Cursor / Codex
Manual Installation
- Download SKILL.md from GitHub
- Place it in
.claude/skills/dnv-os-f101-pipeline-code-checks/SKILL.mdinside your project - Restart your AI agent — it will auto-discover the skill
How fe-analyst-dnv-os-f101-pipeline-code-checks Compares
| Feature / Agent | fe-analyst-dnv-os-f101-pipeline-code-checks | Standard Approach |
|---|---|---|
| Platform Support | Not specified | Limited / Varies |
| Context Awareness | High | Baseline |
| Installation Complexity | Unknown | N/A |
Frequently Asked Questions
What does this skill do?
Sub-skill of fe-analyst: DNV-OS-F101 Pipeline Code Checks (+2).
Where can I find the source code?
You can find the source code on GitHub using the link provided at the top of the page.
SKILL.md Source
# DNV-OS-F101 Pipeline Code Checks (+2)
## DNV-OS-F101 Pipeline Code Checks
```python
def check_pipeline_utilization(Te, Mx, My, Pi, Pe, D, t, SMYS, SMTS, alpha_fab=0.96):
"""
DNV-OS-F101 combined loading utilization check for pipelines.
Sec.5 D400 — system collapse check (simplified).
"""
# Pressure containment
p_b = (2 * t * SMYS) / (D - t) # Burst pressure
UC_pressure = (Pi - Pe) / p_b
# Bending + tension utilization (DNV Eq. D-5)
M_resultant = (Mx**2 + My**2)**0.5
M_p = SMYS * (D - t)**2 * t # Plastic moment capacity
T_yield = SMYS * math.pi * (D - t) * t # Yield tension
UC_combined = (M_resultant / M_p)**2 + (Te / T_yield)**2
return {
"UC_pressure": UC_pressure,
"UC_combined": UC_combined,
"PASS_pressure": UC_pressure < 1.0,
"PASS_combined": UC_combined < 1.0,
}
```
## API RP 2RD Riser Code Checks
```
UC_axial = |Te| / (SMYS × A_steel) # ≤ 0.67 (ASD)
UC_bending = |M_resultant| × (OD/2) / (SMYS × I / (OD/2)) # ≤ 0.75
UC_combined = UC_axial + UC_bending # ≤ 1.0
```
## Design Check Summary Table (Report Format)
| Check | Value | Allowable | UC | Status |
|---|---|---|---|---|
| Effective tension (min) | > 0 kN | > 0 kN | — | ✅ PASS |
| Burst pressure | 15.2 MPa | 20.1 MPa | 0.76 | ✅ PASS |
| Combined bending + tension | — | — | 0.82 | ✅ PASS |
| Curvature at TDP | 0.08 1/m | 0.10 1/m | 0.80 | ✅ PASS |
| Fatigue damage | 0.07 | 0.10 | 0.70 | ✅ PASS |
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