Double Tee Selection Calculator
Select the optimal PCI double-tee depth from clear span and superimposed load using industry load/span tables.
Inputs
ft
psf
ft
in
Results
Recommended DT depth
16 in
≈ 5 credit cards
DT self-weight47 psf
Total weight (with topping)47 psf
Total piece weight22,560 lbs
Max superimposed load75 psf
Span utilization100%
Load utilization66.7%
Governing utilization100%
Estimated camber1.33 in
How to Use This Calculator
- Enter the clear span in ft between supports and the total superimposed load in psf (live + SDL).
- Set the double-tee flange width in ft (common sizes: 8, 10, or 12 ft).
- Enter composite topping thickness in inches (0 for untopped, 2–4 in for composite systems).
- Read Recommended DT Depth (in) — the shallowest standard section that satisfies both span and load.
- Verify that Governing Utilization (%) is below 100% — above 100% requires a deeper or higher-strength section.
- Note Total Piece Weight (lbs) and Estimated Camber (in) for crane planning and floor levelness requirements.
How the result changes with Clear span
| Clear span | Recommended DT depth |
|---|---|
| 13 | 12 in |
| 43 | 20 in |
| 78 | 34 in |
| 108 | 34 in |
What each input means
- Clear span
- Clear span between supports in feet.
- Superimposed load
- Total superimposed load (live + SDL) in pounds per square foot.
- DT width
- Double-tee flange width (common: 8, 10, or 12 ft).
- Composite topping
- Cast-in-place composite topping thickness (0 if untopped).
What each result means
- Recommended DT depth
- Shallowest standard double-tee depth that satisfies span and load.
- DT self-weight
- Self-weight of the bare double tee.
- Total weight (with topping)
- Total dead weight including any composite topping.
- Total piece weight
- Total weight of one DT for crane pick planning.
- Max superimposed load
- Maximum superimposed load the selected DT can carry at this span.
- Span utilization
- Percentage of the DT's maximum span being used.
- Load utilization
- Percentage of the DT's load capacity being used.
- Governing utilization
- Higher of span or load utilization — should stay below 100%.
- Estimated camber
- Approximate initial camber (L/360) for the selected span.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersClear span = 40, Superimposed load = 50, DT width = 12, Composite topping = 0 = 4 input(s) provided
- Calculate Recommended DT depthRecommended DT depth = DT_TABLE[DT_TABLE.length - 1][0]16 = 16
- Calculate DT self-weightDT self-weight = DT_TABLE[DT_TABLE.length - 1][2]47 = 47
- Calculate Total weightTotal weight = selectedSelfWeight + toppingWeight47 = 47
Engine last updated .
Related Calculators
The questions that sit next to this one — chosen by subject, including calculators filed under a different category.
Precast Concrete
Hollowcore Plank Selection Calculator
Select the optimal hollowcore plank depth from span and loading requirements using PCI load/span tables.
Precast ConcretePrecast Wall Panel Weight Calculator
Calculate wall panel weight from dimensions, concrete density, reveals, insulation, and openings.
Precast ConcreteConnection Hardware Calculator
Design precast-to-structure connections — determine count, capacity, and spacing from panel weight and lateral loads.
More in Construction & Building Trades.