GMEG Engineering Simulator

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Material Dashboard

▼ Algae Carbon Fibre
☰	$ D_{\text{carbon, fiber}} $	Algae Carbon Fibre Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ X_{\text{ACF}} $	Algae Carbon Fibre Modulus (GPa)		View Help Guide Purpose: Young's Modulus € Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ TL_{\text{ACF}} $	Algae Carbon Fibre Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ CL_{\text{ACF}} $	Algae Carbon Fibre Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \varepsilon_{\text{ACFslimit}} $	Algae Carbon Fibre Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \tau_{\text{ACF}} $	Algae Carbon Fibre Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \sigma_{\text{ACFmatyield}} $	Algae Carbon Fibre Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $\sigma_{\text{ACFmatyield}} = X_{\text{ACF}} \times 1000 \times \varepsilon_{\text{strain, limit}}$ Python Logic: `v["Algae Carbon Fibre Modulus (GPa)"] * 1000 * v["Strain Limit (%)"]` Live Evaluation: [ROUTE: STATIC/GLOBAL] 230.0000 * 1000 * 0.0026 = 598.0000
☰	$ X_{\text{ACF}} $	Algae Carbon Fibre Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
▼ Cement / Algae Carbon FIbre Hybrid
☰	$ D_{\text{CACF}} $	Cement / Algae Carbon FIbre Hybrid Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ X_{\text{CACF}} $	Cement / Algae Carbon FIbre Hybrid Modulus (GPa)		View Help Guide Purpose: Young's Modulus € Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ TL_{\text{CACF}} $	Cement / Algae Carbon FIbre Hybrid Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ CL_{\text{CACF}} $	Cement / Algae Carbon FIbre Hybrid Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \varepsilon_{\text{CACFslimit}} $	Cement / Algae Carbon FIbre Hybrid Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \tau_{\text{CACF}} $	Cement / Algae Carbon FIbre Hybrid Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \sigma_{\text{CACFmatyield}} $	Cement / Algae Carbon FIbre Hybrid Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A
☰	$ X_{\text{CACF}} $	Cement / Algae Carbon FIbre Hybrid Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
▼ Fossil Carbon Fibre
☰	$ D_{\text{FCF}} $	Fossil Carbon Fibre Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ Mod_{\text{FCF}} $	Fossil Carbon Fibre Modulus (GPa)		View Help Guide Purpose: Young's Modulus (E) Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ TL_{\text{FCF}} $	Fossil Carbon Fibre Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ CL_{\text{FCF}} $	Fossil Carbon Fibre Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \varepsilon_{\text{FCFslimit}} $	Fossil Carbon Fibre Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \tau_{\text{carbon, fiber}} $	Fossil Carbon Fibre Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \sigma_{\text{FCFmatyield}} $	Fossil Carbon Fibre Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $\sigma_{\text{material, yield}} = \text{Fossil Carbon Fibre Modulus (GPa)} \times 1000 \times \varepsilon_{\text{strain, limit}}$ Python Logic: `v["Fossil Carbon Fibre Modulus (GPa)"] * 1000 * v["Strain Limit (%)"]` Live Evaluation: [ROUTE: STATIC/GLOBAL] 230.0000 * 1000 * 0.0026 = 598.0000
☰	$ X_{\text{FCF}} $	Fossil Carbon Fibre Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
▼ Cement / Fossil Carbon FIbre Hybrid
☰	$ D_{\text{CFCF}} $	Cement / Fossil Carbon FIbre Hybrid Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ X_{\text{CFCF}} $	Cement / Fossil Carbon FIbre Hybrid Modulus (GPa)		View Help Guide Purpose: Young's Modulus € Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ TL_{\text{CFCF}} $	Cement / Fossil Carbon FIbre Hybrid Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ CL_{\text{CFCF}} $	Cement / Fossil Carbon FIbre Hybrid Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \varepsilon_{\text{CFCFslimit}} $	Cement / Fossil Carbon FIbre Hybrid Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \tau_{\text{CFCF}} $	Cement / Fossil Carbon FIbre Hybrid Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	$ \sigma_{\text{CFCFmatyield}} $	Cement / Fossil Carbon FIbre Hybrid Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A
☰	$ X_{\text{CFCF}} $	Cement / Fossil Carbon FIbre Hybrid Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)

▼ Algae Carbon Fibre
☰	\( D_{\text{carbon, fiber}} \)	Algae Carbon Fibre Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( X_{\text{ACF}} \)	Algae Carbon Fibre Modulus (GPa)		View Help Guide Purpose: Young's Modulus € Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( TL_{\text{ACF}} \)	Algae Carbon Fibre Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( CL_{\text{ACF}} \)	Algae Carbon Fibre Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \varepsilon_{\text{ACFslimit}} \)	Algae Carbon Fibre Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \tau_{\text{ACF}} \)	Algae Carbon Fibre Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \sigma_{\text{ACFmatyield}} \)	Algae Carbon Fibre Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $\sigma_{\text{ACFmatyield}} = X_{\text{ACF}} \times 1000 \times \varepsilon_{\text{strain, limit}}$ Python Logic: `v["Algae Carbon Fibre Modulus (GPa)"] * 1000 * v["Strain Limit (%)"]` Live Evaluation: [ROUTE: STATIC/GLOBAL] 230.0000 * 1000 * 0.0026 = 598.0000
☰	\( X_{\text{ACF}} \)	Algae Carbon Fibre Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
▼ Cement / Algae Carbon FIbre Hybrid
☰	\( D_{\text{CACF}} \)	Cement / Algae Carbon FIbre Hybrid Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( X_{\text{CACF}} \)	Cement / Algae Carbon FIbre Hybrid Modulus (GPa)		View Help Guide Purpose: Young's Modulus € Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( TL_{\text{CACF}} \)	Cement / Algae Carbon FIbre Hybrid Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( CL_{\text{CACF}} \)	Cement / Algae Carbon FIbre Hybrid Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \varepsilon_{\text{CACFslimit}} \)	Cement / Algae Carbon FIbre Hybrid Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \tau_{\text{CACF}} \)	Cement / Algae Carbon FIbre Hybrid Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \sigma_{\text{CACFmatyield}} \)	Cement / Algae Carbon FIbre Hybrid Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A
☰	\( X_{\text{CACF}} \)	Cement / Algae Carbon FIbre Hybrid Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
▼ Fossil Carbon Fibre
☰	\( D_{\text{FCF}} \)	Fossil Carbon Fibre Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( Mod_{\text{FCF}} \)	Fossil Carbon Fibre Modulus (GPa)		View Help Guide Purpose: Young's Modulus (E) Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( TL_{\text{FCF}} \)	Fossil Carbon Fibre Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( CL_{\text{FCF}} \)	Fossil Carbon Fibre Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \varepsilon_{\text{FCFslimit}} \)	Fossil Carbon Fibre Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \tau_{\text{carbon, fiber}} \)	Fossil Carbon Fibre Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \sigma_{\text{FCFmatyield}} \)	Fossil Carbon Fibre Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $\sigma_{\text{material, yield}} = \text{Fossil Carbon Fibre Modulus (GPa)} \times 1000 \times \varepsilon_{\text{strain, limit}}$ Python Logic: `v["Fossil Carbon Fibre Modulus (GPa)"] * 1000 * v["Strain Limit (%)"]` Live Evaluation: [ROUTE: STATIC/GLOBAL] 230.0000 * 1000 * 0.0026 = 598.0000
☰	\( X_{\text{FCF}} \)	Fossil Carbon Fibre Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
▼ Cement / Fossil Carbon FIbre Hybrid
☰	\( D_{\text{CFCF}} \)	Cement / Fossil Carbon FIbre Hybrid Density (kg.m3)		View Help Guide Purpose: Mass Modelling Base Logic: The volumetric density of the composite material used to synthesize the weight of all structural components. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( X_{\text{CFCF}} \)	Cement / Fossil Carbon FIbre Hybrid Modulus (GPa)		View Help Guide Purpose: Young's Modulus € Logic: The material stiffness constant used to calculate deflection resistance and structural stability under load. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( TL_{\text{CFCF}} \)	Cement / Fossil Carbon FIbre Hybrid Tensile Limit (MPa)		View Help Guide Purpose: Ultimate Tensile Strength. Logic: The material threshold used to size elements subjected to axial pulling or stretching forces. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( CL_{\text{CFCF}} \)	Cement / Fossil Carbon FIbre Hybrid Compressive Limit (MPa)		View Help Guide Purpose: Ultimate Compressive Strength. Logic: The material threshold used to size elements subjected to crushing loads or structural buckling. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \varepsilon_{\text{CFCFslimit}} \)	Cement / Fossil Carbon FIbre Hybrid Strain Limit (%)		View Help Guide Purpose: Elastic Threshold. Logic: Defines the maximum allowable fibre elongation to ensure the housing remains within its linear elastic memory range. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \tau_{\text{CFCF}} \)	Cement / Fossil Carbon FIbre Hybrid Shear Limit (MPa)		View Help Guide Purpose: Material Threshold. Logic: Interlaminar Material Grade Constant shear limit for the CF rod. Type: Manual Entry Render on Grids: None Mathematical Formula: $Adjustable User Input$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)
☰	\( \sigma_{\text{CFCFmatyield}} \)	Cement / Fossil Carbon FIbre Hybrid Material Yield Strength (MPa)	598	View Help Guide Purpose: Ultimate Threshold. Logic: The calculated peak stress the material can endure before reaching permanent, non-recoverable deformation. Type: Calculated (Math Output) Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A
☰	\( X_{\text{CFCF}} \)	Cement / Fossil Carbon FIbre Hybrid Cost per kg (£)		View Help Guide Purpose: None Logic: None Type: Manual Entry Render on Grids: None Mathematical Formula: $N/A$ Python Logic: `N/A` Live Evaluation: N/A (Input Variable)

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