
CALCS	PROC003 ANNULAR PLATE, OUTER EDGE SS, INNER EDGE NORMAL LINE FORCE



	NOTATION
	a	radius, plate outer
	b	radius, plate inner & line force radius
	K	factor, bending
	M	moment, line distribution

APPLICATION

mismatch between concentric cylinders, joined by flat plate

OUTPUT

plate bending stress

SEE ALSO

other porcs & progs

THEORY

roark5;t24;i1a

GUIDANCE

guidance notes

INPUT FORMAT

LET Nm=:Nk=:a=:b=:t=:P=:PROC003


EXAMPLE
Call Statement
LET Nm=1:Nk=1:a=33.25:b=13:t=2.5:P=3.86:PROC003
Output
PROC003, ANNULAR PLATE, OUTER EGDE S.S., INNER EDGE LINE FORCE, Rev Date, 201195
K	= +-1.411(b/a)^4+3.923(b/a)^3+-4.323(b/a)^2+2.694E0(b/a)^1+1.075E-1*(b/a)^0	= 0.7015
M	= K(P/(PIb))*a	= 2.204
fb	= 6*M/(t^2)	= 2.116
UF	= fb/(Kb(Nk)*Fy(Nm))	= 0.9024
END003