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According to ICLL, 2003 damage stability norms are the following.
Static list to 170 , the residual arm $G Z>01 \mathrm{~m}$, residual area $>4.3 \mathrm{~m}$. degr.
Static list to 120 , the residual arm $G Z>0,1 \mathrm{~m}$, residual area $>4,3 \mathrm{~m}$. degr.
Static list to 150 , the residual arm $G Z>0,1 \mathrm{~m}$, residual area $>1.0 \mathrm{~m}$. degr $(0.0175 \mathrm{~m}$ rad $)$
Static list to 80 , the residual arm $G Z>0,2 m$, residual area $>4.3 \mathrm{~m}$. degr.
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Explanation:
According to the International Convention on Load Lines (ICLL) in 2003, the damage stability norms are as follows:
1. For a static list up to 170 degrees, the residual arm (GZ) should be greater than 0.1 meters and the residual area should be greater than 4.3 square meters.
2. For a static list up to 120 degrees, the residual arm (GZ) should be greater than 0.1 meters and the residual area should be greater than 4.3 square meters.
3. For a static list up to 150 degrees, the residual arm (GZ) should be greater than 0.1 meters and the residual area should be greater than 1.0 square meters. Additionally, the angle in degrees should be converted to radians, which is approximately 0.0175 meters.
4. For a static list up to 80 degrees, the residual arm (GZ) should be greater than 0.2 meters and the residual area should be greater than 4.3 square meters.
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