4.1 The extent of renewal or reinforcement carried
out to comply with annex 12 to
Annex B to resolution A.744(18), as amended, should be in accordance
with 3.2.
4.2 The minimum continuous length of a renewed
or reinforced structural member should be not less than twice the
spacing of the primary members in way. In addition, the thickness
diminution in way of the butt joint of each joining member forward
and aft of the replaced member (plates, stiffeners, girder webs and
flanges, etc.) should not be within the substantial corrosion range
(75% of the allowable diminution associated with each particular member).
Where differences in thickness at the butt joint exceed 15% of the
lower thickness, a transition taper is to be provided.
4.3 Alternative repair methods involving the fitting
of straps or structural member modification should be subject to special
consideration. In considering the fitting of straps, it should be
limited to the following conditions:
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.1 to restore and/or increase longitudinal strength;
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.2 the thickness diminution of the deck or bottom
plating to be reinforced should not be within the substantial corrosion
range (75% of the allowable diminution associated with the deck plating);
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.3 the alignment and arrangement, including the
termination of the straps, is in accordance with a standard recognized
by the Administration;
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.4 the straps are continuous over the entire 0.5L
amidships length; and
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.5 use of continuous fillet welding and full penetration
welds at butt welding and, depending on the width of the strap, slot
welds. The welding procedures applied should be approved by the Administration.
4.4 The existing structure adjacent to replacement
areas and in conjunction with the fitted straps, etc., should be capable
of withstanding the applied loads taking into account the buckling
resistance and the condition of welds between the longitudinal members
and hull envelope plating.