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DEDUCTIONS AND EXISTING STOCK

Concrete column — internal void diameter scenarios.

How does changing internal void diameter affect concrete column when the other inputs stay fixed?

What this decision changes

A known internal space, existing stock or shared quantity must enter the correct subtraction or eligibility step rather than being counted as new material. Method basis: The cross-section is constant along each group’s height. Any inner rectangle must fit inside both outer dimensions; any inner diameter must fit inside the outer circle.

The focus is internal void diameter in the first repeated measured entry. Other repeated entries keep their own supplied values.

V = Σ((outer section − inner section) × height × count)Concrete Column Calculator

Evaluate your supplied alternatives

Start with your measured plan and selected product data. The initial values and range are illustrative. Each scenario changes only internal void diameter in the first repeated entry; the other entered values stay fixed.

Measured plan and product inputs
Shortcuts only; choose your own allowance above.
Where to get this value

Enter your own allowance. Presets are input shortcuts, not a construction recommendation.

Column group 1 · entry varied by the range
Where to get this value

Measure this dimension in your plan or on site and use the displayed unit. For irregular shapes, divide the geometry into the supported sections.

Where to get this value

Measure this dimension in your plan or on site and use the displayed unit. For irregular shapes, divide the geometry into the supported sections.

Where to get this value

Measure this dimension in your plan or on site and use the displayed unit. For irregular shapes, divide the geometry into the supported sections.

Supplied comparison range for internal void diameter
Where to get this value

Measure this dimension in your plan or on site and use the displayed unit. For irregular shapes, divide the geometry into the supported sections.

Where to get this value

Measure this dimension in your plan or on site and use the displayed unit. For irregular shapes, divide the geometry into the supported sections.

Nine evenly spaced values are evaluated. Whole counts are rounded to distinct integer scenarios. Values between the listed samples are not calculated.

9 evaluated scenarios

Baseline: Concrete to order — 0.6220353 m³. Rejected combinations remain visible below.

Concrete to order across evaluated scenarios0.75473621200.72039471450.67957361700.6322731950.57849292200.51823322450.4514942700.37827522950.298577320
Each bar is one actual calculated concrete to order. Horizontal values: internal void diameter in mm. Only the first repeated entry varies.
Internal void diameterConcrete to orderChange from baselineUse this scenario
120 mm0.7547362 m³0.1327009 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.6861238 m³
Columns
2

145 mm0.7203947 m³0.09835934 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.6549043 m³
Columns
2

170 mm0.6795736 m³0.05753827 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.6177942 m³
Columns
2

195 mm0.632273 m³0.01023767 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.5747936 m³
Columns
2

220 mm0.5784929 m³-0.04354247 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.5259026 m³
Columns
2

245 mm0.5182332 m³-0.1038021 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.4711211 m³
Columns
2

270 mm0.451494 m³-0.1705414 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.4104491 m³
Columns
2

295 mm0.3782752 m³-0.2437601 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.3438866 m³
Columns
2

320 mm0.298577 m³-0.3234584 m³Open in calculator
Exact quantity breakdown
Net volume before allowance
0.2714336 m³
Columns
2

Read the evaluated results

Watch the net requirement and actual order separately. Invalid rows identify combinations that cannot satisfy the method's geometric or stock-basis constraints.

  1. Replace every illustrative baseline measurement and selected product value with the inputs for your actual task.
  2. Enter a comparison range on the focused input's stated unit and quantity basis.
  3. Review rejected combinations and use the exact detail lines to distinguish measured demand from whole purchases.
  4. Open an evaluated scenario in the full calculator to save its original inputs and quantity breakdown to a browser material project.

Keep the comparison within scope

The supplied cavity, exclusion or stock eligibility must already be valid; the result does not select a safe shell, opening or construction detail.

Uses supplied geometry, product properties and purchasing specifications.

Does not choose or certify construction dimensions, spacing, loads or regulatory requirements.

Only the listed samples are evaluated. Intermediate values, alternate constraints and global cutting optimality are not inferred from the graph.

Continue with this quantity method

Concrete Column Calculator

Other independent input decisions

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Quantity method and illustrative scenarios checked 6 October 2026. Methods and scope.