"(a) Design for Internal Pressure. The total cross-sectional
area of reinforcement, A, required in any given plane for a
vessel under internal pressure shall be not less than
A = dtrF
where
d = the diameter in the given plane of the finished
opening in its corroded condition, inches.
tr = the thickness in inches which meet the require-
ments of Article D-2 in the absence of the
opening.
F = 1.00 when the plane under consideration is in the
spherical portion of a head or when the given
plane contains the longitudinal axis of a cylin-
drical shell. For all other planes through a
shell, use the value of F determined from Figure
AD-520.1 except that, for reinforcing pads,
F = 1.
(c) Not less than half of the required material shall be on
each side of the centerline of the opening. (See also
AD-540.1 (c).)"
Paragraph AD-540.1 "Boundary Along Vessel Wall" states reinforcement limits:
"(b) Two thirds of the required reinforcement shall be within a
distance on each side of the axis of the opening equal to
the greater of the following:
(1) r + 0.5[SQRTrmt] where Rm is the mean radius of shell or
head, t is the nominal vessel wall thickness, and r is the
radius of the finished opening in the corroded condition.
(2) the radius of the finished opening in the corroded
condition plus the thickness of the vessel wall plus
the thickness of the nozzle wall."
Inherent in the above statements is that for pressure loading only, any
thickness of shell beyond that calculated may be considered as reinforcement
(7) Inlet and Outlet Nozzles. It shall be assumed that the pipes
leading to the proposed inlet and outlet nozzles have a 4.0 inch inner
diameter and a 0.10 inch thick wall. Because the wall thickness of the
sphere was set at 2.0 inches, the minimum required for the pressure loading,
all reinforcement material for the penetration must be emplaced in the nozzle