10.2.1 This
Section applies to pedestals for bunkermasts.
10.2.2 Pedestals,
in general, are to be carried through the deck and satisfactorily
scarphed into the hull or main support structure. Proposals for other
support arrangements will be specially considered.
10.2.3 The pedestal
flange in way of the slew ring bearing is to be designed and be of
a thickness to provide a rigid and level support for the bearing and
bolting. Tolerances and arrangements proposed by the slew ring bearing
manufacturer are to be adhered to.
10.2.4 Where
it is considered necessary to introduce stiffening brackets to support
the flange the spacing of the brackets is to be not greater than that
achieved by positioning them between every second bolt.
10.2.5 The pedestal
is to be designed with respect to the worst possible combination of
loads resulting from the bunker crane self weight, loads from attached
hoses and internal piping fully filled with oil, bunker crane accelerations
together with loads resulting from the ship’s heel and trim
if anticipated to be greater than 5° and 2° respectively.
10.2.6 In the
design of the pedestal, the following allowable stresses should not
be exceeded:
Bending stress
Shear stress
where
σy
|
= |
yield
stress of material, in N/mm2
|