13.1.1 Each
tube or bar stay is to be designed to carry its due proportion of
the load on the plates which it supports.
13.1.2 For
a tube or bar stay, the net area to be supported is to be the area,
in mm2, enclosed by the lines bisecting at right angles
the lines joining the stay and the adjacent points of support, less
the area of any tubes or stays enclosed. In the case of a tube or
bar stay in the boundary rows, the support afforded by the flat plate
margin, where applicable, should be taken into account. Where flat
margins overlap stays are not required.
13.1.3 The
thickness of tubes welded at both ends to tube plates is to be such
that the longitudinal stress due to the flat plate loading does not
exceed 70 N/mm2.
13.1.4 Tubes
may be welded into the boiler after post-weld heat treatment has been
carried out.
13.1.5 The
permissible longitudinal stress in combustion chamber bar stays or
similar stays where an end is heated by flame, is not to exceed 70
N/mm2, and the diameter of this type of bar stay is not
to be less than 19 mm.
13.1.6 The
permissible longitudinal stress in longitudinal bar stays not subject
to heating, is not to exceed 20 per cent of the minimum specified
tensile strength, in N/mm2, and the diameter of this type
of bar stay is not to be less than 25 mm.