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Critical locations
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Note 1: Where a face plate is considered necessary, it is recommended
that design features be adopted to reduce the stress concentration
at the face plate termination (e.g. taper and soft nose). Adequate
fatigue life of the weld on the bracket edge in way of such
terminations is to be confirmed.
Note 2: ‘Slit type cut-outs are to be adopted in way of the bracket
toe as shown. Alternatively, cut-outs with insert type collars will
be accepted. Scallops are to be avoided.’
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Critical location
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Intersections of webs of transverse bulkhead horizontal
stringer and double side tank side stringer forming square
corners.
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Detail design standard
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A soft toe backing bracket is to be fitted. The following bracket
sizes are recommended:
- VLCC: 800×800×30, R600 with soft toe as shown in figure
above,
- Other tankers: 800×600×25, R550 with soft toe as
shown in figure above, where the longer arm length is in way
of the inner skin.
The specified minimum yield stress for the bracket is not to be less
than 315 N/mm2. The free edge is to be ground smooth with
corners rounded.
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Building tolerances
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The nominal distance between the centres of thickness of
the two abutting members should not exceed 1/3 of the as-built plate
thickness of the inner hull longitudinal bulkhead.
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Welding requirements
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Vertical weld between the inner hull plating and transverse bulkhead
plating, fillet welding having minimum weld factor 0.44.
Welding between the backing bracket and the adjoining plates is to be
double sided fillet welding having minimum weld factor 0.44 except
in way of the bracket toes. Full penetration welding is to be used
for the connection of bracket toes to the inner hull and transverse
bulkhead plating for a distance of 200 mm from the toes and the weld
toes are to be ground smooth in way.
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