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Vessel stowage

Deck Load Calculator (t/m², Dunnage, Spreaders)

Work out the bearing pressure of heavy cargo on a ship or barge deck in t/m² and kPa, the effect of timber dunnage and spreader beams, and the area needed.

Cargo

Results update as you type.
t
Bearing
m
m

Timber dunnage

m
°

Deck

t/m²

1.0 = static; 1.2–1.5 for a rough allowance for vertical acceleration at sea.

Pressure on deck

!

8 t/m²

78.5 kPa · Over the deck limit: add dunnage, spreaders or bearing area.

Effective bearing area15 m²
Minimum bearing area24 m²
Of the deck limit160%
For education/estimation

Top view of the bearing

Result

Design load
120 t
Contact area
15 m²
Effective bearing area
1 × 6 × 2.5 = 15 m²
Pressure on deck
8 t/m²
Pressure (kPa)
78.5 kPa
Minimum bearing area
24 m²
Minimum square side
4.9 m

Assumes rigid cargo and even bearing; point loads under skids can be much higher. Confirm with the deck strength plan.

About this calculator

Every ship and barge deck has a permissible deck load in t/m², normally stated on the capacity plan or deck strength plan: for example 5 t/m² on the hatch covers of a cargo ship, 10–20 t/m² on the heavy-cargo area of a barge. Heavy pieces such as transformers, excavators, steel coils or plant modules often have a small footprint, so their pressure can far exceed that figure while the total weight is well below the ship's capacity.

The calculator divides the weight (multiplied by a dynamic factor if you want to allow for vertical acceleration at sea) by the effective bearing area. Three bearing modes are available: directly on the full footprint, on several pads/feet/skids, or on steel spreader beams. A layer of timber dunnage spreads the load at an angle (often 45° for estimates), so each side of the bearing grows by 2 × thickness × tan(angle). You get the pressure in t/m² and kPa, the percentage of the deck limit, the bearing area needed and the load per metre of spreader beam.

The calculation assumes rigid cargo and even bearing. In reality the load concentrates under frames and deck girders, and a deck that is strong on average is not necessarily strong for point loads. For project cargo, get confirmation from a naval architect or the ship owner; the figures here are for education and estimation.

Worked example

Transformer 120 t, footprint 6.0 × 2.5 m, permissible deck load 5 t/m²:

  • Directly on deck: 120 ÷ 15 m² = 8.0 t/m² (78.5 kPa) → 160%, over the limit
  • Timber dunnage 0.3 m at 45°: (6.6 × 3.1) = 20.46 m² → 5.87 t/m², still over
  • Minimum bearing area 120 ÷ 5 = 24 m² (a 4.90 m square)
  • 4 spreader beams 8.0 × 0.8 m = 25.6 m² → 4.69 t/m² (93.8%), line load 120 ÷ 32 m = 3.75 t/m

How to use it

  1. Enter weight and bearing mode

    Enter the cargo weight, then choose direct bearing, pads/feet or spreader beams.

  2. Enter bearing sizes

    Enter the length and width of the footprint (or of one pad/beam) and the number of them.

  3. Add dunnage

    Enter the timber dunnage thickness and the load spread angle when the cargo sits on timber.

  4. Compare with the deck

    Enter the permissible deck load and dynamic factor, then read the pressure, percentage and minimum bearing area.

Frequently asked questions

How do I convert t/m² to kPa?
1 t/m² = 9.80665 kPa (because 1 tonne-force = 9.80665 kN). So 5 t/m² ≈ 49 kPa and 10 t/m² ≈ 98 kPa. Some ship plans use kN/m², which equals kPa.
What dunnage spread angle is reasonable?
For estimates 45° through cross-laid hardwood is often used. Thin, wet or parallel-laid timber spreads the load much less. Dunnage does not make the deck stronger; it only enlarges the bearing area.
When do I need a dynamic factor?
At sea, heave, pitch and roll add vertical force. A factor of 1.2–1.5 is often used for rough estimates; a sea-fastening analysis gives a better vertical acceleration for the cargo position.
Why do spreader beams ignore dunnage?
The calculator assumes the spreader beams sit directly on the deck and are stiff enough to share the load evenly along their length. If the beams sit on timber, work out the effective beam width yourself or use pad mode.

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