Reshoring Calculator
Calculate reshore spacing and loads for multi-story concrete construction.
About this calculator
When a new slab is poured on a multi-story building, its wet-concrete weight and construction loads don't stop at the floor below — they transfer down through a stack of shores and reshores to whatever floors are still connected. This calculator uses the Grundy-Kabaila simplified method to estimate that transfer: with N levels of shores and reshores tied together, the lowest connected slab sees a load factor of (1 + 1/N) times its own dead load, plus the new pour's construction live load. That factor is counterintuitive at first glance — adding more levels of reshoring actually reduces the peak load per level, because the same total load gets spread across more interconnected floors, which is why the reshore-load-per-square-foot output drops as the number of levels goes up rather than staying fixed.
Reshore spacing then falls out of a simple tributary-area check against the reshore post's rated capacity, floored to a practical 6-inch increment. This is a planning estimate, not a stamped shoring design — ACI 347 and a project's structural engineer set the actual minimum construction live load for a given project (50 psf is a commonly cited baseline and this calculator's default, but the input here only enforces a 25 psf floor) and any site-specific requirements for shore/reshore configurations, especially on irregular bay layouts this square-grid model doesn't capture.
Inputs
Results
Max slab load (psf)
200
Figures current as of 2021. Source: American Concrete Institute, ACI PRC-347-14(21), Guide to Formwork for Concrete (Reapproved 2021)
How to Use This Calculator
- Enter Slab Thickness in inches, Concrete Unit Weight, and Number of Levels of shores/reshores.
- Enter Reshore Capacity in pounds, Bay Size in feet, and Construction Live Load in psf.
- Review Max Slab Load in psf using the Grundy-Kabaila method for multi-level shoring.
- Check Practical Reshore Spacing and Reshore Utilization percentage to confirm design adequacy.
- Use Total Reshores Across All Levels to plan material requirements and installation sequence.
How the result changes with Slab thickness (in)
| Slab thickness (in) | Max slab load (psf) |
|---|---|
| 4 | 125 |
| 6 | 162.5 |
| 12 | 275 |
| 20 | 425 |
What each input means
- Slab thickness (in)
- Thickness of the concrete slab.
- Concrete unit weight (pcf)
- Unit weight of concrete (normal weight: 145-150 pcf).
- Levels of shores/reshores
- Number of levels of shores and/or reshores below the new pour.
- Reshore capacity (lbs)
- Safe working load of each individual reshore post.
- Bay size (ft)
- Bay dimension (assumed square) for estimating reshore count.
- Construction live load (psf)
- Construction live load (50 psf is a common ACI 347 baseline; this input allows as low as 25 psf).
What each result means
- Slab dead load (psf)
- Self-weight of one concrete slab.
- Max slab load (psf)
- Maximum load on the lowest connected slab (Grundy-Kabaila method).
- Reshore load (psf)
- Load carried by reshores at each level per square foot.
- Max reshore spacing (in)
- Maximum center-to-center reshore spacing.
- Practical spacing (in)
- Recommended spacing rounded to nearest 6-inch increment.
- Actual reshore load (lbs)
- Load on each reshore at practical spacing.
- Reshore utilization (%)
- Percentage of reshore capacity used.
- Reshores per bay (1 level)
- Number of reshores per bay at one level.
- Total reshores (all levels)
- Total reshores across all levels of reshoring.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersSlab thickness (in) = 8, Concrete unit weight (pcf) = 150, Levels of shores/reshores = 2, Reshore capacity (lbs) = 5000 = 6 input(s) provided
- Calculate Max slab loadMax slab load = slabDLPsf * maxLoadFactor + constructionLL200 = 200
- Calculate Slab dead loadSlab dead load = (slabThickness / 12) * concreteWeight100 = 100
- Calculate Reshore loadReshore load = newPourLoadPsf / numberOfLevels75 = 75
Figures and sources
- ACI PRC-347-14(21) — Guide to Formwork for Concrete (construction live load baseline for reshoring) (2021) — American Concrete Institute, ACI PRC-347-14(21), Guide to Formwork for Concrete (Reapproved 2021)
Engine last updated . Checked against 3 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
Why does load per reshore go down when I add more levels of shoring?
Because the Grundy-Kabaila method spreads the new pour's total load across every interconnected level rather than dumping it all on the level directly below. More levels means more slabs sharing the load, so each individual reshore at each level carries less — reshore load per square foot is the new pour's total load divided by the number of levels, so going from one level to five levels divides the per-level reshore load by five (an 80% reduction), not merely by half.
What's the minimum construction live load I should use?
ACI PRC-347-14(21), the American Concrete Institute's Guide to Formwork for Concrete, sets 50 psf as the minimum design construction live load for slab construction, and that's this calculator's default value. The input range itself is more permissive, though — it only enforces a 25 psf floor, so it doesn't stop you from entering a lower number if a project's structural engineer has established that a smaller construction load applies. Heavier construction activity — material staging, concrete buggies, or equipment on the deck — can justify a higher number than the 50 psf baseline.
Does reshore capacity change the number of levels I need?
No — number of levels is an input you set based on the building's actual shoring plan, not something the calculator solves for. A higher reshore capacity per post does change how far apart reshores can be spaced at whatever level count you choose, which in turn changes the reshore count, but it doesn't add or remove levels.
Is this calculator a substitute for an engineered shoring design?
No. It's a planning-stage estimate using a simplified load-distribution method, useful for early scheduling and material budgeting. Actual reshore configurations, especially on irregular bays, cantilevers, or transfer slabs, need a stamped design from a structural engineer familiar with the specific framing and construction sequence.
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