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Still-Water Bending Moment (IACS UR S11)

IACS UR S11 permissible still-water bending moment (hogging and sagging) as a function of L, B and Cb.

StructuralIACS S11
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Formula, assumptions, and limits

Msw,sag=0.065C1L2B(CB+0.7),Msw,hog=C1L2B(0.12250.015CB)M_{sw,\text{sag}} = -0.065 \cdot C_1 \cdot L^2 \cdot B \cdot (C_B + 0.7), \quad M_{sw,\text{hog}} = C_1 \cdot L^2 \cdot B \cdot (0.1225 - 0.015 C_B)
SymbolMeaningUnit
C1C_1Wave coefficient (L-dependent)
LLLength between perpendicularsm
BBBeamm
CBC_BBlock coefficient at SLWL
MswM_{sw}Still-water bending momentkN·m

Source: IACS UR S11 (Longitudinal Strength); IACS CSR-H (Common Structural Rules)

In short

IACS UR S11 permissible still-water bending moment (hogging and sagging) as a function of L, B and Cb.

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