2.1 Hot spot stress range
2.1.1
The hot spot stress range, in N/mm2, due to dynamic loads for load
case (i) of loading condition (j) is obtained from the following
formula:

where:
σGD,i1(j), σGD,i2(j): Stresses due to global hull
girder wave bending moments, in N/mm˛, as defined in [3.1.1].
σLD,i1(j), σLD,i2(j): Stresses due to local dynamic
pressure, in N/mm˛, as defined in [4.1.1].
σdD,i1(j), σdD,i2(j): Stresses due to relative
displacement in wave, in N/mm˛, as defined in [4.2.4] and [4.2.5].
2.2 Hot spot mean stress
2.2.1
The hot spot mean stress, in N/mm2, due to static and dynamic
loads for load case (i) of loading condition (j) is obtained from the
following formula:
σmean, i(j) = σGS, (j) + σLS, (j) +
σdS, (j) + σmLD, i(j) + σmGD,
i(j)
where for the load case (i) of loading condition (j):
σGS, (j) : Stress due to still water hull girder bending moment, in
N/mm˛, as
σLS, (j) : Stress due to local static pressure, in N/mm˛, as defined in
[4.1.2].
σdS, (j) : Stress due to relative displacement in still water, in
N/mm˛, as defined in [4.2.7].
σ
mLD, i(j) : Mean stress due to local dynamic pressure, in N/mm˛, as
defined as:
σLD,i1(j), σLD,i2(j): Stress due to local dynamic
pressure, in N/mm˛, as defined in [4.1.1].
σ
mGD, i(j) : Mean stress due to global wave bending moment, in N/mm˛,
as defined as:
σGD,i1(j), σGD,i2(j): Stress due to global wave
bending moment, in N/mm˛, as defined in [3.1.1].