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U-Chain Dashboard
▼ Central Enabler Pin Component
☰ \( \Sigma F_{\text{linear, drive}} \) Total Linear Drive Force (N) 243,385.669407
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Purpose: Total System Loop Load.
Logic: Links the total macro directional driving force down to the mechanical connection axles.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma F_{\text{linear, drive}} = F_{\text{tangential, drive}}$$
Python Logic: v["Tangential Drive Force (N)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 243,385.6694 = 243,385.6694
☰ \( N_{\text{active, pins}} \) Number of Active Enabler Pins 13
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Purpose: Load-Bearing Anchors.
Logic: The number of continuous central rods actively distributing the total transit pull force.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$N_{\text{active, pins}} = N_{\text{enablers}}$$
Python Logic: v["Number of Gravity Enablers"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 13.0000 = 13.0000
☰ \( F_{\text{individual, pin}} \) Force Per Individual Pin (N) 18,721.97457
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Purpose: Pin Shear Load.
Logic: The raw concentrated cutting force focused on a single structural axle shaft connection point.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$F_{\text{individual, pin}} = \Sigma F_{\text{linear, drive}} / N_{\text{active, pins}}$$
Python Logic: v["Total Linear Drive Force (N)"] / v["Number of Active Enabler Pins"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 243,385.6694 / 13.0000 = 18,721.9746
☰ \( \tau_{\text{shear, plane}} \) Shear Plane Plane Factor
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Purpose: Double Shear Identifier.
Logic: Accounts for continuous rod layout, splitting the shearing stress perfectly across two separate material planes.
Type: Manual Entry
Render on Grids: None
Mathematical Formula:
Adjustable User Input
Python Logic: N/A
Live Evaluation: N/A (Input Variable)
☰ \( SF_{\text{pin, safety}} \) Pin Safety Factor 2.5
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Purpose: Dave-Proof Cushion.
Logic: Structural design buffer to confidently manage unexpected transient deceleration or extreme load spikes.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$SF_{\text{pin, safety}} = SF_{\text{safety, factor}}$$
Python Logic: v["Safety Factor Slider"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 2.5000 = 2.5000
☰ \( X_{\text{req, pin}} \) Required Pin Cross-Section (m2) 0.000293
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Purpose: Axle Cross-Sectional Volume.
Logic: The physical solid material surface area required inside the pin body to resist tearing or shearing apart.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$X_{\text{req, pin}} = ( F_{\text{individual, pin}} \times SF_{\text{pin, safety}} ) / ( 2 \times \text{Fossil Carbon Fibre Shear Limit (MPa)} \times 10^6)$$
Python Logic: ( v["Force Per Individual Pin (N)"] * v["Pin Safety Factor"] ) / ( 2 * v["Fossil Carbon Fibre Shear Limit (MPa)"] * 10^6)
Live Evaluation: [ROUTE: STATIC/GLOBAL] ( 18,721.9746 * 2.5000 ) / ( 2 * 80.0000 * 10**6) = 0.0003
☰ \( D_{\text{calculated, pin}} \) Calculated Pin Diameter (m) 0.019299
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Purpose: The Final Pin Gauge.
Logic: The ultra-precise, solid pin thickness requirement.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$D_{\text{calculated, pin}} = SQRT ( ( 4 \times X_{\text{req, pin}} ) / \pi )$$
Python Logic: SQRT ( ( 4 * v["Required Pin Cross-Section (m2)"] ) / PI() )
Live Evaluation: [ROUTE: STATIC/GLOBAL] SQRT ( ( 4 * 0.0003 ) / PI() ) = 0.0193
▼ U-Chain Geometry Component
☰ \( W_{\text{int, channel}} \) Internal Channel Width (m) 0.300396
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Purpose: Inner Core Sleeve.
Logic: The interior width clearance of the U-channel cap required to perfectly envelope the structural gear face.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$W_{\text{int, channel}} = W_{\text{predicted}}$$
Python Logic: v["Predicted Gear Width (m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.3004 = 0.3004
☰ \( X_{\text{sidewall, running}} \) Sidewall Running Clearance (m)
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Purpose: Thermal Air Gap.
Logic: An operational clearance tolerance on either side to prevent friction-wear against the spinning wheel.
Type: Manual Entry
Render on Grids: None
Mathematical Formula:
Adjustable User Input
Python Logic: N/A
Live Evaluation: N/A (Input Variable)
☰ \( W_{\text{chain, sidewall}} \) Chain Sidewall Thickness (m) 0.020141
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Purpose: Wall Gauge Thickness.
Logic: Calculates the minimum physical thickness of the outer link flaps to sustain operational chain tension loops.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$W_{\text{chain, sidewall}} = SQRT ( ( F_{\text{tangential, drive}} / 2 ) / ( \text{Fossil Carbon Fibre Tensile Limit (MPa)} \times 10^6 \times H_{\text{chain, sidewall}} ) )$$
Python Logic: SQRT ( ( v["Tangential Drive Force (N)"] / 2 ) / ( v["Fossil Carbon Fibre Tensile Limit (MPa)"] * 10^6 * v["Chain Side-Wall Hug Depth (m)"] ) )
Live Evaluation: [ROUTE: STATIC/GLOBAL] SQRT ( ( 243,385.6694 / 2 ) / ( 1,500.0000 * 10**6 * 0.2000 ) ) = 0.0201
☰ \( \Sigma W_{\text{ext, chain}} \) Total External Chain Width (m) 0.344677
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Purpose: Maximum Outer Width.
Logic: The final, absolute maximum spatial cross-sectional envelope of the moving chain loop assembly.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma W_{\text{ext, chain}} = W_{\text{int, channel}} + ( X_{\text{sidewall, running}} \times 2) + ( W_{\text{chain, sidewall}} \times 2)$$
Python Logic: v["Internal Channel Width (m)"] + ( v["Sidewall Running Clearance (m)"] * 2) + ( v["Chain Sidewall Thickness (m)"] * 2)
Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.3004 + ( 0.0020 * 2) + ( 0.0201 * 2) = 0.3447
☰ \( H_{\text{ext, chain}} \) External Chain Top Height (m) 0.048248
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Purpose: Crown Structural Depth.
Logic: The solid material height directly above the gear rim to securely house and reinforce the central pin bore.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$H_{\text{ext, chain}} = D_{\text{calculated, pin}} \times SF_{\text{pin, safety}}$$
Python Logic: v["Calculated Pin Diameter (m)"] * v["Pin Safety Factor"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0193 * 2.5000 = 0.0482
☰ \( \Sigma H_{\text{ext, chain}} \) Total External Chain Height (m) 0.248248
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Purpose: Total Link Profile Height.
Logic: The absolute vertical dimension of an individual articulating box-link casing from top to bottom.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma H_{\text{ext, chain}} = H_{\text{chain, sidewall}} + H_{\text{ext, chain}}$$
Python Logic: v["Chain Side-Wall Hug Depth (m)"] + v["External Chain Top Height (m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.2000 + 0.0482 = 0.2482
☰ \( \theta_{\text{req, taper}} \) Required Taper Angle (Degrees) 0.375803
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Purpose: Wedge Relief Angle.
Logic: The precise trapezoidal cutback required on the link edges so the flaps can clear each other smoothly when rounding the wheels.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\theta_{\text{req, taper}} = DEGREES ( ATAN ( X_{\text{chain, pitch}} / (R_{\text{int}} - H_{\text{chain, sidewall}} ) ) ) - DEGREES ( ATAN ( X_{\text{chain, pitch}} / R_{\text{int}}) )$$
Python Logic: DEGREES ( ATAN ( v["Chain Pitch (m)"] / (v["Internal Gear Radius (m)"] - v["Chain Side-Wall Hug Depth (m)"] ) ) ) - DEGREES ( ATAN ( v["Chain Pitch (m)"] / v["Internal Gear Radius (m)"]) )
Live Evaluation: [ROUTE: STATIC/GLOBAL] DEGREES ( ATAN ( 0.1000 / (1.8462 - 0.2000 ) ) ) - DEGREES ( ATAN ( 0.1000 / 1.8462) ) = 0.3758
☰ \( \Sigma W \) Total Track width (m) 3.102591
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Purpose: System Footprint Envelope.
Logic: Combines the skeleton length boundaries and rail widths with the chain envelope to track master lane clearances.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma W = ( L_{\text{enab, len}} \times 2 ) + (W_{\text{prescribed, rail}} \times 2 ) + \Sigma W_{\text{ext, chain}}$$
Python Logic: ( v["Length (m)"] * 2 ) + (v["Prescribed Rail Width (m)"] * 2 ) + v["Total External Chain Width (m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] ( 1.2000 * 2 ) + (0.1790 * 2 ) + 0.3447 = 3.1026
▼ U-Chain Mass
☰ \( L_{\text{straight, track}} \) Straight Track Length (m) 4
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Purpose: The Flat Run.
Logic: The direct linear distance of the flat track section spanning between the two large gear centers.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$L_{\text{straight, track}} = L_{\text{straight}}$$
Python Logic: v["Straight track length (m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 4.0000 = 4.0000
☰ \( \Sigma L_{\text{chain, loop}} \) Total Chain Loop Length (m) 19.6
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Purpose: Total Loop Perimeter.
Logic: The absolute continuous length of the entire articulating chain loop wrapping the system.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma L_{\text{chain, loop}} = L_{\text{run}}$$
Python Logic: v["Track full run length (m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 19.6000 = 19.6000
☰ \( A_{\text{link, crosssectional}} \) Link Cross-Sectional Area (m2) 0.025486
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Purpose: The U-Shape Profile.
Logic: The actual material end-face area of the hollow inverted "U" cap, subtracting the core cutout channel where the gear sits.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$A_{\text{link, crosssectional}} = ( \Sigma W_{\text{ext, chain}} \times \Sigma H_{\text{ext, chain}}) - (W_{\text{int, channel}} \times H_{\text{chain, sidewall}} )$$
Python Logic: ( v["Total External Chain Width (m)"] * v["Total External Chain Height (m)"]) - (v["Internal Channel Width (m)"] * v["Chain Side-Wall Hug Depth (m)"] )
Live Evaluation: [ROUTE: STATIC/GLOBAL] ( 0.3447 * 0.2482) - (0.3004 * 0.2000 ) = 0.0255
☰ \( M_{\text{chain, unit}} \) Chain Unit Mass (kg/m) 45.875269
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Purpose: Linear Weight Profile.
Logic: The calculated physical mass of the heavy-duty box chain per linear meter of length.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$M_{\text{chain, unit}} = A_{\text{link, crosssectional}} \times \text{Fossil Carbon Fibre Density (kg.m3)}$$
Python Logic: v["Link Cross-Sectional Area (m2)"]* v["Fossil Carbon Fibre Density (kg.m3)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0255* 1,800.0000 = 45.8753
☰ \( V_{\text{chain, unit}} \) Chain Unit Volume (m3) 0.025486
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Purpose: The volume per chain link
Logic: Calculating the total volume of a single chain link
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$V_{\text{chain, unit}} = M_{\text{chain, unit}} / D_{\text{FCF}}$$
Python Logic: v["Chain Unit Mass (kg/m)"] / v["Fossil Carbon Fibre Density (kg.m3)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 45.8753 / 1,800.0000 = 0.0255
☰ \( L_{\text{links, chain}} \) Links per chain loop length 196
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Purpose: Total Link Count.
Logic: The exact number of individual physical modular block links required to assemble the full closed drive loop.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$L_{\text{links, chain}} = \Sigma L_{\text{chain, loop}} / X_{\text{chain, pitch}}$$
Python Logic: v["Total Chain Loop Length (m)"] / v["Chain Pitch (m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 19.6000 / 0.1000 = 196.0000
☰ \( \Sigma M_{\text{chain}} \) Chain Total Mass (kg) 899.155274
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Purpose: Total Chain Loop Weight.
Logic: The final aggregated weight of the entire moving, articulating loop assembly circling the GMEG track structure.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma M_{\text{chain}} = \Sigma L_{\text{chain, loop}} \times M_{\text{chain, unit}}$$
Python Logic: v["Total Chain Loop Length (m)"] * v["Chain Unit Mass (kg/m)"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 19.6000 * 45.8753 = 899.1553
☰ \( \Sigma V_{\text{chain}} \) Chain Total Volume (m3) 4.995307
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Purpose: The total chain volume
Logic: The volume per link multiplied by the number of chain links to help inform the total expected volume of the entire chain
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma V_{\text{chain}} = V_{\text{chain, unit}} \times L_{\text{links, chain}}$$
Python Logic: v["Chain Unit Volume (m3)"] * v["Links per chain loop length"]
Live Evaluation: [ROUTE: STATIC/GLOBAL] 0.0255 * 196.0000 = 4.9953