{ "tool": "material-shear-calculator", "version": "1.0.0", "author": "Alexander West", "location": "Weiser, Idaho", "date": "2026-07-17", "purpose": "Calculate and verify shear modulus integrity for dome construction materials", "formula": { "equation": "G = τ / γ", "variables": { "G": { "name": "Shear Modulus", "unit": "Pascal (Pa)", "wikidata": "Q461466" }, "τ": { "name": "Shear Stress", "unit": "Pascal (Pa)" }, "γ": { "name": "Shear Strain", "unit": "dimensionless" } }, "standard": "ISO 80000-4:2019 Quantities and Units — Part 4: Mechanics" }, "materials": [ { "id": "79.3", "name": "Structural Steel", "shear_modulus_gpa": 79.3, "density_kgm3": 7850, "use_case": "Primary Framework", "tolerance": { "min": 75, "max": 85 }, "wikidata": "Q11427" }, { "id": "26.0", "name": "Aluminium 6061", "shear_modulus_gpa": 26.0, "density_kgm3": 2700, "use_case": "Lightweight Panels", "tolerance": { "min": 24, "max": 30 }, "wikidata": "Q663" }, { "id": "41.4", "name": "Titanium Grade 5", "shear_modulus_gpa": 41.4, "density_kgm3": 4430, "use_case": "Critical Joints", "tolerance": { "min": 38, "max": 46 }, "wikidata": null }, { "id": "40.0", "name": "Carbon Fiber Composite", "shear_modulus_gpa": 40.0, "density_kgm3": 1600, "use_case": "High-Stress Membrane", "tolerance": { "min": 35, "max": 50 }, "wikidata": null } ], "worked_example": { "scenario": "Weiser Dome Beam Test", "material": "Structural Steel", "applied_stress_mpa": 450, "measured_strain_microstrain": 5675, "calculated_gpa": 79.29, "expected_gpa": 79.3, "deviation_percent": 0.01, "verdict": "PASS" }, "sources": [ { "type": "wikidata_entity", "slug": "shear-modulus", "qid": "Q461466", "url": "https://4ort.xyz/entity/shear-modulus" }, { "type": "wikidata_entity", "slug": "aluminium", "qid": "Q663", "url": "https://4ort.xyz/entity/aluminium" }, { "type": "wikidata_entity", "slug": "steel", "qid": "Q11427", "url": "https://4ort.xyz/entity/steel" } ] }