fe-analyst-key-results-to-extract-and-plot

Sub-skill of fe-analyst: Key Results to Extract and Plot (+1).

5 stars

Best use case

fe-analyst-key-results-to-extract-and-plot is best used when you need a repeatable AI agent workflow instead of a one-off prompt.

Sub-skill of fe-analyst: Key Results to Extract and Plot (+1).

Teams using fe-analyst-key-results-to-extract-and-plot 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

$curl -o ~/.claude/skills/key-results-to-extract-and-plot/SKILL.md --create-dirs "https://raw.githubusercontent.com/vamseeachanta/workspace-hub/main/.agents/skills/_archive/engineering/marine-offshore/fe-analyst/key-results-to-extract-and-plot/SKILL.md"

Manual Installation

  1. Download SKILL.md from GitHub
  2. Place it in .claude/skills/key-results-to-extract-and-plot/SKILL.md inside your project
  3. Restart your AI agent — it will auto-discover the skill

How fe-analyst-key-results-to-extract-and-plot Compares

Feature / Agentfe-analyst-key-results-to-extract-and-plotStandard Approach
Platform SupportNot specifiedLimited / Varies
Context Awareness High Baseline
Installation ComplexityUnknownN/A

Frequently Asked Questions

What does this skill do?

Sub-skill of fe-analyst: Key Results to Extract and Plot (+1).

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

# Key Results to Extract and Plot (+1)

## Key Results to Extract and Plot


```python
RESULT_TYPES = {
    # Tension / Axial
    "effective_tension": {
        "unit": "kN",
        "positive": "tension",
        "check": "Te > 0 (no compression except upheaval buckling design)",
    },
    "wall_tension": {
        "unit": "kN",
        "note": "True wall tension = Te - Pi*Ai + Pe*Ae",
    },

    # Bending
    "x_bending_moment": {"unit": "kN·m"},
    "y_bending_moment": {"unit": "kN·m"},
    "resultant_bending_moment": {
        "unit": "kN·m",
        "computed": "sqrt(Mx² + My²)",
    },
    "curvature": {
        "unit": "1/m",
        "check": "κ < κ_allowable = 1 / (20×OD) typical",
    },

    # Stress
    "von_mises_stress": {"unit": "MPa", "check": "σ_vm < SMYS / γ_m"},
    "combined_utilization": {
        "unit": "−",
        "check": "UC < 1.0 per DNV-OS-F101 or API RP 2RD",
    },

    # Position
    "x_position": {"unit": "m"},
    "z_position": {"unit": "m"},
    "arc_length": {"unit": "m"},

    # Fatigue (if applicable)
    "fatigue_damage": {"unit": "−", "check": "D < 0.1 (factor 10 on 20-yr life)"},
}
```


## Statistical Summary Table


For each result variable, report:

| Statistic | Symbol | Description |
|---|---|---|
| Mean | μ | Time-average |
| Std Dev | σ | Dynamic variation |
| Maximum | max | Most extreme tensile / positive |
| Minimum | min | Most extreme compressive / negative |
| Max Absolute | |max| | Governing amplitude |
| MPM (Most Probable Maximum) | MPM = μ + √(2 ln N) × σ | Storm peak estimate |

---

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