Final module weight Dashboard
| ▼ Final module weight | ||||
| ☰ | \( \Sigma M_{\text{solid, upright}} \) | Total Solid Module - Upright Mass (kg) | 193.351769 |
View Help GuidePurpose: The ready-to-install weight of a standard vertical load-bearing column.
Logic: Calculates the true final weight by taking the raw carbon fiber block, subtracting the drilled-out holes, and adding the heavy steel locking pins.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma M_{\text{solid, upright}} = M_{\text{solid, upright}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Solid Module - Upright weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 180.0000 - 11.3097 + 24.6615 = 193.3518
|
| ☰ | \( \Sigma M_{\text{solid, flat}} \) | Total Solid Module - Flat Mass (kg) | 193.351769 |
View Help GuidePurpose: The definitive weight of a single structural plate lying horizontally.
Logic: Accounts for the material removed for hardware and adds the steel weight back in to give the true "as-built" mass for the flat layers.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma M_{\text{solid, flat}} = M_{\text{solid, flat}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Solid Module - Flat weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 180.0000 - 11.3097 + 24.6615 = 193.3518
|
| ☰ | \( \Sigma M_{\text{webbed}} \) | Total Module - Webbed mass (kg) | 124.231769 |
View Help GuidePurpose: The final weight of a mass-reduced, "hollowed out" module.
Logic: Used in non-critical load zones to save weight and lower the machine's overall center of gravity without sacrificing frame stability.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma M_{\text{webbed}} = \Sigma M_{\text{webbed}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Module - Webbed total weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 110.8800 - 11.3097 + 24.6615 = 124.2318
|
| ☰ | \( M_{\text{half}} \) | Total Half module mass (kg) | 103.351769 |
View Help GuidePurpose: The final weight of a half-width structural plate.
Logic: These smaller blocks are used to stagger the joints (like brick-laying) so a single weak seam doesn't travel all the way through the structure.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$M_{\text{half}} = M_{\text{half}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Half Module weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 90.0000 - 11.3097 + 24.6615 = 103.3518
|
| ☰ | \( M_{\text{half, webbed}} \) | Total Half module - Webbed mass (kg) | 77.43177 |
View Help GuidePurpose: The final weight of a half-width, mass-reduced plate.
Logic: Provides secondary bracing and alignment while shedding as much unnecessary dead-weight as possible.
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$M_{\text{half, webbed}} = \Sigma M_{\text{half, webbed}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Half module - Webbed total weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 64.0800 - 11.3097 + 24.6615 = 77.4318
|
| ☰ | \( M_{\text{design, block}} \) | Total Design Block Mass (kg) | 1,633.35177 |
View Help GuidePurpose: Total Design Block Mass
Logic: The total mass of the design blocks used for sizing
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$M_{\text{design, block}} = M_{\text{design, block}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Design Block Weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 1,620.0000 - 11.3097 + 24.6615 = 1,633.3518
|
| ☰ | \( \Sigma M_{\text{design, block}} \) | Total Wall Design Block Mass (kg) | 454.351769 |
View Help GuidePurpose: Total Wall Design Block Mass
Logic: The total mass of the wall design blocks used for sizing
Type: Calculated (Math Output)
Render on Grids: None
Mathematical Formula:
$$\Sigma M_{\text{design, block}} = M_{\text{wdesign, block}} - M_{\text{cf, loss}} + \Sigma M_{\text{steel, plate}}$$ Python Logic:
v["Wall Design Block Weight (kg)"] - v["CF Volume Loss Connectors per module weight (kg)"] + v["Total Steel Mass per Plate (kg)"]Live Evaluation: [ROUTE: STATIC/GLOBAL] 441.0000 - 11.3097 + 24.6615 = 454.3518
|