Shore Tower Design Calculator
Calculate shore post spacing and load from slab thickness and shore capacity.
About this calculator
Total Design Load responds only to Slab Thickness, Concrete Unit Weight, Construction Live Load, and Form Dead Load -- it never depends on Shore Capacity or Bay Size at all, since those two inputs only decide how the same fixed load per square foot gets divided up among posts, not how big that load is. Shore Capacity is the input that swings the shore count the hardest: at this calculator's other defaults, a light-duty 500-lb shore forces 225 shores into one 20 ft x 20 ft bay at a cramped 18 in spacing, while a heavy-duty 30,000-lb shore needs only 9 shores at a 162 in spacing -- a 25x range in shore count from Shore Capacity alone. Bay Size behaves roughly quadratically on Shores Per Bay, not linearly, because it grows the shoring grid in both directions at once: a 4 ft bay needs only 4 shores, but a 40 ft bay -- 10x the length -- needs 81, about 20x as many, since doubling bay dimension roughly quadruples the enclosed area that needs support at a fixed post spacing. Practical Spacing rounds DOWN to the nearest 6 in increment from the calculated maximum spacing, but it never reports a spacing below 12 in -- shore posts and their cross-bracing physically cannot be packed tighter than that on a real deck. For most inputs the calculated maximum spacing sits above 12 in, so that floor never engages and Shore Utilization lands under 100%, typically in the 70-100% range.
But when the load is heavy enough -- a thick, dense slab; a light-duty shore; a high construction live load, especially in combination -- the calculated maximum spacing can fall below 12 in. When that happens, the 12 in floor forces Practical Spacing WIDER than the load actually allows, and Shore Utilization reads above 100%. That is a real overload, not a rounding artifact: the shores as spaced cannot safely carry the load. ALWAYS check Shore Utilization before using the displayed Practical Spacing -- at or below 100% it is safe; above 100% it means this shore capacity and load combination requires either a higher-capacity shore, a reduced design load, or an engineered non-standard spacing tighter than 12 in (which this calculator does not model).
Inputs
Results
Total design load (psf)
157
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 Shore Capacity per post.
- Enter Construction Live Load in psf (minimum 50 per ACI 347), Form Dead Load, and Bay Size.
- Review Total Design Load in psf and Max Shore Spacing to lay out the shoring grid.
- Check Practical Shore Spacing, Shore Utilization percentage, and Shores Per Bay.
- If Shore Utilization exceeds 100%, the 12 in hardware-minimum spacing is wider than this load safely allows -- select a higher-capacity shore, reduce the design load, or engineer a tighter non-standard spacing before proceeding.
- Use Bay Total Load in pounds to verify the capacity of stringers and joists spanning between shores.
How the result changes with Slab thickness (in)
| Slab thickness (in) | Total design load (psf) |
|---|---|
| 4 | 107 |
| 6 | 132 |
| 12 | 207 |
| 20 | 307 |
What each input means
- Slab thickness (in)
- Thickness of the concrete slab to be poured.
- Concrete unit weight (pcf)
- Unit weight of concrete. Normal weight: 145-150 pcf.
- Shore capacity (lbs)
- Safe working load of each individual shore post.
- Construction live load (psf)
- ACI 347 minimum: 50 psf for workers/equipment. Use 75 psf for motorized carts.
- Form dead load (psf)
- Weight of plywood, joists, and stringers. Typically 5-10 psf.
- Bay size (ft)
- Bay dimension (assumed square) for estimating total shores per bay.
What each result means
- Concrete dead load (psf)
- Weight of the concrete slab per square foot.
- Total design load (psf)
- Combined dead + live load on the shoring system.
- Max shore spacing (in)
- Maximum center-to-center shore spacing based on capacity.
- Practical spacing (in)
- Recommended spacing rounded down to nearest 6-inch increment.
- Actual shore load (lbs)
- Load on each shore at the practical spacing.
- Shore utilization (%)
- Percentage of shore capacity used at practical spacing. Above 100% means the 12 in hardware-minimum spacing is wider than the load safely allows -- use a higher-capacity shore, reduce the load, or engineer a tighter non-standard spacing.
- Shores per bay
- Total number of shores needed for one bay.
- Bay total load (lbs)
- Total vertical load on shoring for one bay.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersSlab thickness (in) = 8, Concrete unit weight (pcf) = 150, Shore capacity (lbs) = 5000, Construction live load (psf) = 50 = 6 input(s) provided
- Calculate Total design loadTotal design load = concreteDL + formDeadLoad + constructionLL157 = 157
- Calculate Concrete dead loadConcrete dead load = (slabThickness / 12) * concreteWeight100 = 100
- Calculate Max shore spacingMax shore spacing = maxSpacingFt * 1267.7 = 67.7
Figures and sources
- ACI PRC-347-14(21) — Guide to Formwork for Concrete (50 psf minimum construction live load) (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
Does upgrading to a higher-capacity shore post reduce the number of shores I need?
Yes, substantially. At this calculator's other defaults, a 500-lb-rated shore requires 225 posts in one 20 ft x 20 ft bay at 18 in spacing, while a 30,000-lb-rated shore needs only 9 posts at 162 in spacing -- roughly a 25x range in shore count depending purely on the post's rated capacity.
Does Bay Size scale Shores Per Bay in direct proportion to its length?
No -- it's closer to quadratic, since a bigger bay grows the shoring grid in both directions at once. A 4 ft bay needs 4 shores, but a 40 ft bay (10x the length) needs 81, about 20x as many, because the covered area -- not just the perimeter -- is what determines total shore count.
Why does Shore Utilization usually stay under 100%, and can it ever exceed 100%?
Practical Spacing rounds DOWN to the nearest 6 in increment from the theoretical maximum spacing, as a safety margin -- shores are physically placed on a 6 in grid, not at whatever exact fractional spacing the math produces. That rounding usually leaves a small cushion below full capacity, typically landing utilization in the 70-100% range. But Practical Spacing is also floored at a 12 in hardware minimum. If the load is heavy enough that the true required spacing falls below 12 in (a thick slab, a light-duty shore, and/or a high live load, especially together), the calculator cannot report a tighter spacing -- it reports 12 in anyway, which is WIDER than the load safely allows, and Shore Utilization will read above 100%. Treat any reading above 100% as a real overload requiring a higher-capacity shore or a reduced load, not a display quirk.
Do Shore Capacity or Bay Size change the Total Design Load on the shoring system?
No. Total Design Load is set entirely by Slab Thickness, Concrete Unit Weight, Construction Live Load, and Form Dead Load -- the actual weight per square foot the formwork must carry. Shore Capacity and Bay Size only determine how that same fixed load gets distributed across individual posts and how many posts a bay needs. The 50 psf default for Construction Live Load comes from ACI PRC-347-14(21), the American Concrete Institute's Guide to Formwork for Concrete, which sets 50 psf as the minimum design live load for workers and equipment on shored formwork (75 psf where motorized carts are used).
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