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CO
R IN IN G O F R ES ES TR TR A N E
NG
. . . . . .
Y ST ST E
..c.h"" Pallg
Ii f i l l
i n o a r i ! llll l
on
IX as
ABSTRACT connecting
is
cold
be
and
cold
equipment,
and
3)
spring
spr-Inging
eI
if
of
if
unpr-edictable if it
result
.aion he
ctio ctio
of
of the
computer ul
in
diacus se
by
[:i,
INTRODUCTION res .o
ringing.
final ce
to
[91
.r
By
ch
system.
Iy,
if
will the
co
13
modulus
of elasticity
con-
Same
of
an
of the
rite riters rs
eo
modulus drtion. modulus dition,
con-
of elasticity
Same
of
th of elas elasti tici city ty
co
exit exit
of
in ma
tion
expansion
be
cold modulus considering
ch
the 2.
In
spring.
(a),
he
points system
it can be
directions,
To has
Each
stress
produced
in the
roughly
inversely
pro-
is propor-
l-(u).
HS
are:
By combining
connections spring
ga
an As
stre stre sspr ssprod od of
it
leg
each
uced
by of
I-fa),
is
V-leg subject
Al
the
to
dimensioned
with
he of the
th created
stress
created
about hr by the X-l!;'!g. Therefore
al
by 10 as shown
Y-{ duced
Sch-120
(610mm
O.D.,
46rnm
ea
third
of
Thick) o)
~F
Ther Th erma ma
Expa Expans nsio io
Stre Stress ss
No
(hot):
Figure
X-le X-leg, g,
by the
2016
he
ct
ca cu
snows
that the
etr e s
r-educed
that
th
is
uruis
pl.iah, By comparing
both
is
ce
in not
dual unid
Is
he co
with
If
dirne
tion tion avai availa la le
LD
IN
.ts
is
ra
cold
no
PRACTICE air in is unpr unpred edict ictab able le
if caused
by
In
ANALY AN ALYTIC TICAL AL PRQCl PRQCli:DU i:DURE RE facturers the dOILe
by
it
ed
it if the
be with
100
Idorn
cold ea
arlowable shirting
if
el
h;
he
temper-atur-e.
HL
du
to
co
iII ad
':/NAL /UisrR4/!VT
iocArloN'1
(bl
FigLlre
ap
lo ed
(c)
2,
(2)
In Where,
es
di
en
is normally
adjusted the
Dc
ct including
ce
01
the' restraint, to he
plant
occasional
ta iliz iliz
the
Ioad, used
The
ce
in reference
to
ill Equation
th thrcughout
(2
tw
(2)
can be
t,
analyae s ,
can also
the
It
be
th
expanRestr-ainta
final
stress
00 perce r: The Code is any
the
credit
in
at
str-e
ver-y
(2).
2/3
ca
cond it
Lculat.ing pera perati ti
te
ratu rature re
without
dtsplaca-
be incl incl 11
displacements.
(9J.
REST RE ST.RA .RAINT INT INSTA INSTALLAT LLATION ION