TPC and MCTC are two of the core hydrostatic quantities every ship officer and naval architect reaches for when loading, ballasting, or trimming a vessel. This calculator derives both from the waterplane geometry so you can verify a hydrostatic table, sanity-check a loading computer, or work a textbook problem.
How it works
The waterplane area sets TPC directly, while the longitudinal second moment of that area sets the trim stiffness:
A_w = Cw × LBP × B (waterplane area, m²)
TPC = A_w × ρ / 100 (tonnes per cm)
∇ = Cb × LBP × B × d (displaced volume, m³)
W = ∇ × ρ (displacement, t)
I_L = k × LBP³ × B (longitudinal inertia of waterplane, m⁴)
BM_L = I_L / ∇
MCTC = W × GM_L / (100 × LBP) ≈ ρ × I_L / (100 × LBP)
Because longitudinal BM_L is so large, KB and KG are negligible against it, so
GM_L ≈ BM_L is an accepted approximation for trim moments. The inertia
coefficient k (typically 0.060–0.075) captures how the waterplane shape
concentrates area toward the ends.
Example and notes
For a 150 m × 22 m vessel at 8 m draught with Cw = 0.82 and Cb = 0.72 in sea water, the waterplane area is about 2,706 m², giving a TPC of roughly 27.7 t/cm — load 27.7 tonnes to sink the mean draught 1 cm. With an inertia coefficient of 0.070 the MCTC works out near 540 t·m/cm. Shifting 100 t aft by 27 m changes the trim about 5 cm by the stern. Remember TPC and MCTC both change with draught: recompute them at the working waterline rather than reusing a single value.