Module - Webbed Dashboard
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| ☰ | \( H_{\text{webbed, rim}} \) | Module - Webbed rim height (m) | 0.1 |
View Help GuidePurpose: Matches the vertical height of the solid modules.
Logic: Ensures the webbed (hollowed-out) units stack seamlessly with the solid units without breaking the global grid.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$H_{\text{webbed, rim}} = H_{\text{solid, flat}}$$ Python Logic:
v["Solid Module - Flat height (m)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.1000 = 0.1000
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| ☰ | \( L_{\text{webbed, rim}} \) | Module - Webbed rim length (m) | 1 |
View Help GuidePurpose: Matches the lengthwise pitch of the solid modules.
Logic: Maintains the 1.0m longitudinal alignment for global modular compatibility.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$L_{\text{webbed, rim}} = L_{\text{solid, flat}}$$ Python Logic:
v["Solid Module - Flat length (m)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 1.0000 = 1.0000
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| ☰ | \( W_{\text{webbed, rim}} \) | Module - Webbed rim width (m) | 1 |
View Help GuidePurpose: Matches the wall thickness of the solid modules.
Logic: Ensures the outer "skin" of the webbed module perfectly aligns with the primary load-bearing walls.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$W_{\text{webbed, rim}} = W_{\text{solid, flat}}$$ Python Logic:
v["Solid Module - Flat width (m)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 1.0000 = 1.0000
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| ☰ | \( H_{\text{webbed, inside}} \) | Module - Webbed inside height (%) |
View Help GuidePurpose: Sets the thickness of the central membrane.
Logic: We don't cut the center out entirely. We leave a thin "web" (diaphragm) to prevent the frame from twisting. This sets the thickness ratio.
Type: Manual Entry
Render on Grids: None
Mathematical Formula:
Adjustable user input Python Logic:
N/ALive Evaluation: N/A (Input Variable)
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| ☰ | \( H_{\text{webbed, inside}} \) | Module - Webbed inside height (m) | 0.04 |
View Help GuidePurpose: The physical thickness of the central carbon fiber web.
Logic: Translates the percentage into an exact manufacturing thickness for the stabilizing membrane.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$H_{\text{webbed, inside}} = H_{\text{solid, flat}} \times H_{\text{webbed, inside}}$$ Python Logic:
v["Solid Module - Flat height (m)"] * v["Module - Webbed inside height (%)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.1000 * 0.4000 = 0.0400
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| ☰ | \( L_{\text{webbed, inside}} \) | Module - Webbed inside length (m) | 0.8 |
View Help GuidePurpose: The length of the hollowed-out void.
Logic: Maps the exact internal Y-axis boundary for the mass-reduction pocket.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$L_{\text{webbed, inside}} = L_{\text{solid, flat}} - ( W_{\text{border}} \times 2 )$$ Python Logic:
v["Solid Module - Flat length (m)"] - ( v["Module Border Width (m)"] * 2 )Live Evaluation: [ROUTE: STATIC/GLOBAL] 1.0000 - ( 0.1000 * 2 ) = 0.8000
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| ☰ | \( W_{\text{webbed, inside}} \) | Module - Webbed inside width (m) | 0.8 |
View Help GuidePurpose: The width of the hollowed-out void.
Logic: Maps the exact internal X-axis boundary for the mass-reduction pocket.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$W_{\text{webbed, inside}} = L_{\text{webbed, inside}}$$ Python Logic:
v["Module - Webbed inside length (m)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.8000 = 0.8000
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| ☰ | \( V_{\text{webbed, inside}} \) | Module - Webbed inside volume (m3) | 0.0256 |
View Help GuidePurpose: The 3D volume of the thin central web.
Logic: Tracks the exact material volume of the stabilizing membrane left inside the hollowed pocket.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$V_{\text{webbed, inside}} = H_{\text{webbed, inside}} \times L_{\text{webbed, inside}} \times W_{\text{webbed, inside}}$$ Python Logic:
v["Module - Webbed inside height (m)"] * v["Module - Webbed inside length (m)"] * v["Module - Webbed inside width (m)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0400 * 0.8000 * 0.8000 = 0.0256
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| ☰ | \( M_{\text{webbed, inside}} \) | Module - Webbed inside weight (kg) | 46.08 |
View Help GuidePurpose: The weight of the central web.
Logic: The weight contribution of the thin membrane keeping the hollowed module torsionally stiff.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$M_{\text{webbed, inside}} = V_{\text{webbed, inside}} \times \text{Fossil Carbon Fibre Density (kg.m3)}$$ Python Logic:
v["Module - Webbed inside volume (m3)"] * v["Fossil Carbon Fibre Density (kg.m3)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0256 * 1,800.0000 = 46.0800
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| ☰ | \( V_{\text{webbed, rim}} \) | Module - Webbed rim volume (m3) | 0.036 |
View Help GuidePurpose: The 3D volume of the thick outer "picture frame".
Logic: Calculates the volume of the dense outer rim that houses the steel pins and bears the main loads, ignoring the hollow center.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$V_{\text{webbed, rim}} = ( H_{\text{webbed, rim}} \times L_{\text{webbed, rim}} \times W_{\text{webbed, rim}} ) - ( H_{\text{webbed, rim}} \times L_{\text{webbed, inside}} \times W_{\text{webbed, inside}})$$ Python Logic:
( v["Module - Webbed rim height (m)"] * v["Module - Webbed rim length (m)"] * v["Module - Webbed rim width (m)"] ) - ( v["Module - Webbed rim height (m)"] * v["Module - Webbed inside length (m)"] * v["Module - Webbed inside width (m)"])Live Evaluation: [ROUTE: STATIC/GLOBAL] ( 0.1000 * 1.0000 * 1.0000 ) - ( 0.1000 * 0.8000 * 0.8000) = 0.0360
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| ☰ | \( M_{\text{webbed, rim}} \) | Module - Webbed rim weight (kg) | 64.8 |
View Help GuidePurpose: The weight of the dense structural perimeter.
Logic: Converts the rim's physical volume into actual carbon fiber mass.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$M_{\text{webbed, rim}} = V_{\text{webbed, rim}} \times \text{Fossil Carbon Fibre Density (kg.m3)}$$ Python Logic:
v["Module - Webbed rim volume (m3)"] * v["Fossil Carbon Fibre Density (kg.m3)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0360 * 1,800.0000 = 64.8000
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| ☰ | \( A_{\text{webbed}} \) | Module - Webbed Area (m2) | 1 |
View Help GuidePurpose: Module - Webbed Area
Logic: The total area of the webbed mmodule
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$A_{\text{webbed}} = L_{\text{webbed, rim}} \times W_{\text{webbed, rim}}$$ Python Logic:
v["Module - Webbed rim length (m)"] * v["Module - Webbed rim width (m)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 1.0000 * 1.0000 = 1.0000
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| ☰ | \( V_{\text{webbed}} \) | Module - Webbed Volume (m3) | 0.0616 |
View Help GuidePurpose: Module - Webbed Volume
Logic: Module - Webbed Volume for material sizing
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$V_{\text{webbed}} = V_{\text{webbed, inside}} + V_{\text{webbed, rim}}$$ Python Logic:
v["Module - Webbed inside volume (m3)"] + v["Module - Webbed rim volume (m3)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0256 + 0.0360 = 0.0616
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| ☰ | \( \Sigma M_{\text{webbed}} \) | Module - Webbed total weight (kg) | 110.88 |
View Help GuidePurpose: The final weight of the optimized unit.
Logic: Combines the heavy outer rim and the thin inner web to achieve maximum structural strength with minimum weight.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma M_{\text{webbed}} = M_{\text{webbed, rim}} + M_{\text{webbed, inside}}$$ Python Logic:
v["Module - Webbed rim weight (kg)"] + v["Module - Webbed inside weight (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 64.8000 + 46.0800 = 110.8800
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