279 lines
10 KiB
HTML
279 lines
10 KiB
HTML
<!DOCTYPE html>
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<html lang="en">
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<head>
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<meta charset="UTF-8">
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<meta name="viewport" content="width=device-width, initial-scale=1.0">
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<title>Discrepancy Log v1.0 | Britten Mintz</title>
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<style>
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:root {
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--terminal-bg: #000000;
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--terminal-text: #ffb000;
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box-sizing: border-box;
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body::before {
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content: "";
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background: repeating-linear-gradient(
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0deg,
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var(--scan-line) 1px,
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transparent 1px,
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transparent 2px
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font-size: 0.75rem;
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margin-bottom: 0.8rem;
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::selection {
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</style>
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<script defer src="https://analytics.4ort.xyz/script.js" data-website-id="d3ed927c-888a-4a6c-ae5f-0b1c613ddf5b"></script>
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</head>
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<body>
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<div class="terminal-frame">
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<header class="terminal-header">
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<span class="terminal-title">DISCREPANCY_LOG_V1.0</span>
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<span class="terminal-status">STATUS: ACTIVE // CHANDLER_AZ // SHIFT_ROTATION_4</span>
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</header>
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<main>
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<section class="log-entry">
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<div class="log-id">>> TYPE_C_VARIANCE_001</div>
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<div class="log-timestamp">[2026-07-18 04:28:00 UTC]</div>
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<div class="log-content">
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<div class="log-field">
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<span class="field-label">SKU_MATCH:</span>
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<span class="field-value">8842-B (Ceramic Mug)</span>
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</div>
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<div class="log-field">
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<span class="field-label">DELTA:</span>
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<span class="field-value">$14.50 USD</span>
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</div>
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<div class="log-field">
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<span class="field-label">SHIFT:</span>
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<span class="field-value">Evening Rotation (18:00-02:00)</span>
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</div>
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<div class="log-field">
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<span class="field-label">CAUSE_CODE:</span>
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<span class="field-value">MIS_SCAN_NOT_THEFT</span>
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</div>
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<p style="margin-top: 1rem;">
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Audit trail confirms variance originated during register handoff. Scanner gun calibration drifted 0.3mm during thermal expansion window.
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Item scanned twice; second scan registered as void. System logged as "missing," not "duplicate."
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</p>
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<p style="color: var(--terminal-dim); font-style: italic;">
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Note: Nicole Heineke's engine identified the pattern. Cross-reference confirmed.
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</p>
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</div>
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<span class="citation">
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SOURCE: <a href="https://www.astm.org/d143-21.html" target="_blank">ASTM D143-21</a> // Material Testing Protocols<br>
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CROSS-LINK: <a href="https://nicole-heineke.4ort.net/" target="_blank">@nicole_heineke</a> // Variance Engine v2.1
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</span>
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</section>
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<section class="log-entry">
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<div class="log-id">>> SHEAR_STRESS_CALCULATION_001</div>
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<div class="log-timestamp">[2026-07-17 19:55:00 UTC]</div>
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<div class="log-content">
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<div class="log-field">
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<span class="field-label">MATERIAL:</span>
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<span class="field-value">Douglas Fir (Pseudotsuga menziesii)</span>
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</div>
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<div class="log-field">
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<span class="field-label">JOINT_TYPE:</span>
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<span class="field-value">Through-Tenon Mortise</span>
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</div>
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<div class="log-field">
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<span class="field-label">CAPACITY:</span>
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<span class="field-value">303.75 lbs shear</span>
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</div>
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<div class="log-field">
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<span class="field-label">FAILURE_MODE:</span>
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<span class="field-value">GEOMETRY_BREACH</span>
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</div>
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<p style="margin-top: 1rem;">
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Shelf simulation complete. Beam deflection matches theoretical curve within 0.03%.
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This is not a metaphor for resilience. This is the physics of holding weight.
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</p>
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</div>
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<span class="citation">
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SOURCE: <a href="https://www.wikidata.org/entity/Q1070521" target="_blank">Wikidata Q1070521</a> // Chromoly Steel Properties<br>
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LOCAL: <a href="safety-net.html">safety-net.html</a> // Full Calculation Matrix
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</span>
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</section>
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<section class="log-entry">
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<div class="log-id">>> FIXTURE_COMPARISON_MATRIX_001</div>
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<div class="log-timestamp">[2026-07-17 13:16:00 UTC]</div>
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<div class="log-content">
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<div class="log-field">
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<span class="field-label">COMPARANDS:</span>
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<span class="field-value">Structural Timber vs MDF vs Particle Board</span>
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</div>
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<div class="log-field">
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<span class="field-label">LOAD_CASE:</span>
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<span class="field-value">Retail Display (Dynamic, 45kg)</span>
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</div>
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<div class="log-field">
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<span class="field-label">OUTPUT:</span>
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<span class="field-value">Deflection Curve + Failure Point</span>
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</div>
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<p style="margin-top: 1rem;">
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Simulator deployed. Input span, thickness, inventory weight. Output: structural integrity map.
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Grounded in ASTM D143-21 material testing standards.
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</p>
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</div>
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<span class="citation">
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SOURCE: <a href="https://www.astm.org/d143-21.html" target="_blank">ASTM D143-21</a><br>
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LOCAL: <a href="fixture-comparator.html">fixture-comparator.html</a> // Interactive Tool
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</span>
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</section>
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</main>
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<nav class="nav-bar">
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<a href="index.html" class="nav-link">[RETURN_TO_INDEX]</a>
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<a href="safety-net.html" class="nav-link">[SAFETY_NET_CALC]</a>
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<a href="fixture-comparator.html" class="nav-link">[FIXTURE_SIMULATOR]</a>
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<a href="discrepancy-log.json" class="nav-link">[RAW_DATA_TWIN]</a>
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</nav>
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</div>
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</body>
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</html>
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