•
•
•
•
WI
KHARG ETHYLEN
E
PLANT
KHARG Olefin Complex
1300 000 I 0 I 1/13
--
INSTRUCTIONS FOR STRESS ANALYS
I
S
LOAD CASES
..
-~
Pl'TROCIWM 1CAL INDUSTRIES DEVF.I.OPMr~T MANAOIlMllNT co.11(u1,11
FOR INFORMATION ONLY
,
'
.•
Tech
n
ip
000
KHARG ETHYLENE PLANT
KHARG Olefin Complex
CONTENT
2113
l. Load C",,,,, ...•....•...•...•... ...•...•••.•....•••.•••••.
+
.
..
..
...
.
.
..
.
.
.
J1.1 For Lines Carrying Heavy Fluid ( Hydro£'arboll, Waler, ...
.J
...
.
...
.
...
.
...
I
...
,
J.2 For Lines Carrying Gas, Steam or Vapnr ...
+
...
.
...
,
J,j For Une.f Connected to Rotating
Eq
";
p.m""
...
.
...
...
...
.
...
+
..
.
..
..
..
...
.. ,
1.4 FOR LOW TEMPERATURE CARBON STEEL (LTCS) . .... ... ....Error! B"ok.",a.,k l.ot d'JlUu,d.IA. 1 Load Cases 10 be calculated to comply with ASME B31.3 Code
ea.",
....
.
..
...
..
....
.
.
.
...
...
I
...
..
...
... ,
1.5
S
"
""
a;'''';o...... ....... .... .. ... ... ... ...-I
...
8 2. CONFIGURAnON FILES USING CAESARn.
.
.
...
...
.
...
.
...
..
.
.
...
.
....
+
...
102. 1 Unit System (7273F. FIL)....
2.2 Setup File ( CAESAR.CFG)
.
...
...
.
...
....
...
....
...
...
1
...
II•
I
•
•
•
KHARG ETHYLENE PLANT
KHARG Olefin Complex
CONTRACTOR DOCUMENT N" OWNER OCX::UMENT N°
p ' N° Unil Doc. T Matetlal
coo.
Serial N° Rev. Pa B P I N' Unit Doc. T Malerial Code Serial N° Rev. Pa7273F 3/13 3/ 13
1. LOAD CASES
Loads and stress types to be considered in the computer analysis are:
Loads: Stress types:
-W Deadweight -(EXP) EXPANSION
-WNC Weight (No Contents) -(SUS) SUSTAINED
-WW Weight full of water -(OPE) OPERATING
- P' Pressure Set 1 • (OCC) OCCASIONAL
-P2 Pressure Set 2 -T1 Thennal Set 1
- T2
Therma
l
Set 2
- T3Therma
l
Set 3
-01, D2. 03 Displacements (thermal effect)
-Fl, F2, F3 External Forces ( used for slug. surge, p~vand rupture disk)
.
•.
-H Spring hanger fqrces - Ul. U2, U3 Uniform Loads
-WIN' Wind ~oad 1
-WIN2 WinCl Load 2
The following load cases description assume that all calculated cases are lineaf (Le. no n linear restraints, gaps or friction).
Combination loads in the computer analysis can be the following, assumin the calibration toad 01 s rin han er ha b en detin in a revious run 13.7 and the value defined in the s readshee s rin hanger
Technip
•
KHARG ETHYLENE PLANT
KHARG Olefin Complex
7273F WI
Case
(OCC) Sustained plus Wind Z combined absolutely.1.1 For Lines Carrying Heavy Fluid (Hydrocarbon, Water, ... )
a -Example File: 2_00CA_O._A (Unit 20. Calculation Number 001, Load Case File A,IKev. 0)
•
exposed to wind hydrostatic test spring supports
No
No
Yes_..
CASE I,W+~I+'I:J+PI+H (O~E)Opera
tin
g
CASE 2 W+PI+H (SUS) Deadweight
+
PressureCASE 3 UI (OCC)
Sei
smic
Load X
CASE 4 U2 (OCC)
Se
i
smic
Load
Y
CASES U3 (OCC) Seismic Load Z
CASE 6 L1 -L2 (EXP) Expansion range ,Code Case
CASE 7 W +lA+L5 (OCC) Resultant seismic load. SRSS combination
CASE8 L2+L7 (OCC) Suslalncd plus Seismic Combined Case
b -Example File: 2_002_A_O._A (Unil 20, Calculation Number 002, Load Case File A,
exposed to wind hydrostatic test spring supports
No
y""
Ye.
..
•
CASE I W+D1+T1+Pl+H CASE 2 W+Pl+H ' CASE 3 WIN I. CASE4 WIN2 CASES UI CASE6 U2 CASE 7 U3 CASE 8 LI -L2 CASE 9 L5+ L6+L 7 CASE 10 L2+L3 CASE II L2+lA CASE 12 L2+L9 (OPE) Opera,;ng(SUS) Deadweight + Pressure
(SUS) Wind along X (Instead or oce 10 avoid Sn,bbe, ""ivo,io~. irany)
(SUS) Wind along Z Onslead oroce to avoid Snubber ifi(lY)
(OCC) Seismic Load X
(OCC)
Se;sm
;c
Load Y.(OCC) Seismic Load Z
(EXP) Expansion range ,Code Case
(OCC) Resultant seismic load, SRSS combination (OCC) Sustained plus Wind X combined absolutely,
Case
P "eel N"
7273F
KHARG ETHYLENE PLANT
KHARG Olefin Complex
CONTRACTOR DOCUMENT N°
Malel'lal Code Selia! N" Rev. Pa p ...
1300 000 0 5/13
PETItOCHllMrCAL IN ST1UES DEVELOPMENT MAN....G MEN'T CO.
OW NER DOCUMENT N°
Material Code Serial N° Rev. Pa 5/13
1.2
For Lines
Carrying Gas, Steam or Vapor
•
Examplel:r~~~~~+-_ex_~po_S_ed~'0~W~i nd__~_h~yd_~__I~a~__tic ,es__'1-_s~pn_'n~g~s~u~ppo~rts__~
Line criteria No Yes Yes
a - Example File: 2_003_A_O._A
File A. Rev.D) CASE I: WNC+DI+TI+PI+H CASE 2: WNC+PI+H CASE3:UI CASE 4 : U2 CASES: U3
(Unit 20. Calculation Number 003, Operating Loa Cases,
(OPE) Operating
(SUS) Deadweight (No contents)
+
Pressure PI (OCC) Seismic Load X(OCC) Se ismic Load Y
(ccq
Seismic Load ZCASE 6: LI·L2
(EXP) Expansion
r
a
n
ge
,Code Case
CASE 7 : L3+L4+LS (CCe) R~sultant seismic load, SRSS combination
CASE 8: L2+L7 (OCC) Sustalfled plus SeIsmic Combined absolutely, C e Case
b . Example File : 2_003_B_O._A (Unot
20
.
Calculation Number 003. HydrotestLc
J
Case.File B. Rev.D) lftested in place.
CASE I WW+PI (SUS) Deadweight Full of water
+
Hydrotest Pressure PI•
4
-">
fv
L1.
-'-'1-
r
I.>",\'0
•
Technip
P "ec(N°
n73F
KHARG ETHYLENE PLANT
KHARG Olefin Complex
CONTRACTOR DOCUMENT N"
P N"
6/13
PETROCHEMICAL IN USTRJ£S
DEVEl.OPMENT MANA EMENT CO.
OWNER DOCUMENT N°
Material Code Sertal N° Rev. Pa
6/13
Example 2: r-~~~~~~~.XP~os:;ed~to~w~i~nd~~h~~=r~os;t~at=ic~t=.=st~~sp=n=n~g~s;u=ppo==' rt=s~
line criteria Yes Yes Yes
a . Example File : S_OOS_A_O•
.fi
(Uuil50, Calculation Number 00), Operating Load Case Fi eA.rev.O)
J7LLA
A
.
_A
CASE 1 WNC+QI+Tt+PI+H (OPE) Operating
CASE 2 WNC+PI+H CASE 3 WIN I CASE. 4 WlN2 CASE 5 VI CASE 6 U2 CASE 7V3 CASE 8 Ll -L2 CASE 9 L5+L6+L7 CASE 10 L2+L3
-
CASE II L2+L4 CASE 12 L2+L9(SUS) Deadweight (No contents)
+
Pressure(SUS) Wind along X (1nstcad oroce 10 avoid Snubber activatio , if any)
(SUS) Wind along Z (Instead ofoce to avoid Snubberactivarion. ifany)
(OCe) Seismic Load X
(OCC) Seismic Load Y (OCC) Seismic Load Z
(EXP) Ex
p
a
n
sion
range
,CodeCase
(ocq
Resultant
se
i
s
mi
c
load. SRSS combination
>
(OCe) Sustained plus Wind X combined absolutely. C
I
Case(OCC) Sustained plus Wind Z combined absolutely, Codf Case (aCe) Sustained plus Seismic Combined absolutely, Cod Case
b . Example File: S_OOSJl_O •
..A
(Unit 5OCalculation Number 005,Hydrostatic Load case, fil B, rev.O)4
-OlL
~
_
A
,
_A
CASE 1 WW+PI (SUS) Deadweight full of water + Hydrotest Pressure PI
•
•
Rev.O)
CASE I W+PI +TI+DI+H
CASE 2 W+PI+T2+DI+H CASE 3 W+PI+T3+DI+H CASE 4 W+Pl+H CASE 5 WNC+H CASE6UI CASE? U2 CASE 8 U3 CASE 9 L6+L?+L8 CASE 10 Li·L4 CASE I I L2·L4 CASE 12 L3·L4 CASE 13 L4+L9
KHARG ETHYLENE PLANT
KHARG Olefin Complex
PET1I.OCJiEM!CAL INOUSTIU.ES
DEVEl.Of'MENT MANA ' EMENT
co.
..
7273F
N· Ut'IiI: Doe. T
1300 000 0 7/13
File A,
1-1 For L.ines Connected to Rotating Equipmenl..
Example File: 002_007 _A_O._A (Unit 002, Calculation Number 007, Load ea
(OPE) (OPE) (OPE) (SUS) (SUS) (OCC) (OCC) (OCC)
Operating Pump A operating 380°C
Pump
B
Standby 21°C (Ambient)Operating Pump B operating 380°C
Pump A Standby 21°C (Ambient)
Operating Pump A and B hot 380<><:
Deadweight
+Pressure
Weight (No contents)
Seismic X
Seismic Y Seismic Z
(ocq
Resultant seismic load. SRSS combination(EXP) Thermal T 1 Pump A operating 380°C
Pump B Standby 21°C (Ambient)
(EXP) ThennaJ 1'2 Pump B operating 380°C
Pump A Standby 21°C (Ambient)
(EXP) Therma1 1'3 Pump A and B hot 380°C
(OCC) Sustained plus Seismic Combined absolutely, C e Case Note :
Load
Case 5 is used to calr.:ulate shop calibration of spring support instaJled above pumpnozzle.
-
-
-
-•
Technip
KHARG ETHYLENE PLANT
KHARG Olefin Complex
CONTRACTOR OOCUIoENT N" OWNER DOCUMENT ,..
P N' IJnIt Doc. T lMtecW
eoo.
Serial N' Rev. Pp " unit Doe. T Material Code Serial , Rev. P
7273F 000 WI 1300 000 0 8/13
1.3.1 Load Cases to be calculated to comply wjtb ASME 831 ,3 Code Cases:
~xample :
CASE I W+DI+TI+P
,
I(OPE)OperalingCASE 2 W+Pl(SUS) Deadweight + Pressure CASE 3 U I (OCC) Seismic Load X
CASE 4 U2(OCC) Seismic Load Y CASE 5 U3(OCC) Seismic load Z
CASE 6 LI -L2(EXP) Expansion range ,Code Ca~
CASE 7 W+L4+L5(OCC) Resultanl seismic load. SRSS combination
ASE 8 L2+L7(OCC) Sustained plus Seismic Combined absolutely,Code Case
CASE 9 LI+L7(OCC) Operating plus Seismic combined absolutely, hOI restraint (Optional)
8/13
CASE 10 L9+~(OCC) Maximum restrai nt loads (Optional)
~
1.4
FOR LOW TEMPERATURE
CARBON STEEL (LTCS)
1
.
4.1
Stress
criteria
The point (3) of the figure 323.2B imposes to take into account the following load cases: Permanent static loads:
•
W: Weight (signed load)•
• P: Pressure (signed load)• T: low Temperature (signed load) • F: exlemal loads (signed load)
Occasional static and dynamic loads:
• U: seismic accelerations. Corresponding to the SASS combination of the Ul (X dy,,,,'ion),
U2 (Y direction) and U3 (Z direction) components.
• WIN: Wind (unsigned load)
Remarks:
I) In Caesar load case it is necessary to have by load case line only one of load cases d~=i,bed her-under.
2)
In Caesar
input. all stress intensification factors shall be equal to1.
TIle
criteria is:W
+
P
+/T+
F
+
U
or
WIN
<
O.3
*S
h
-
41.3 Mpa
combined in ABS( . , ~, .
9113
•
KHARG ETHYLENE PLANT
KHARG Olefin Complex
QVoINEA OClCUMENT N"
P • p . N" Unit Doc. T Malerial Code Serial N° Rw. 9/13
1.4.2 Examples
Examplel:r-~
__
~~-+~e~x~po=s~e;d~to~W~ind=-~~h~~~r~o~st=a=t~~te=s~t~=s~ ~pr=ing~s~u~p~po~rt~s-+line criteria Yes Yes Yes
•
Example File: 002_01O.-A_O._A (Unit 002, Calculation Number OlD, Load Case File A, ev,D)
CASE 1: W+Tl+PI+H (OPE) Operating cold condition
\""" CASE 2, W+T2+P2+H (OPE) Operating hot conditions
CASE 3, W+PI +H (SUS) Deadweight
+
PressureCASE 4, WINl (SUS) Wind along X (Instead of OCC to avoid Snubber activation, if
I
y)CASES, WIN2 (SUS) Wind along Z (Instead of OCC to avoid Snubber activation, if y)
CASE 6, Ul (OCC) Seismic L¢ad X
CASE 7, U2 (OCe) Seismic Load Y
CASES, U3 (OCC) Seismic Load Z
CASE9,W+H (SUS) Deadweight
+
Spring hanger CASE 10, PI (SUS) PressureCASE
J
1: Tl (EXP) TemperarureCASE 12, LI -L2 (EXP) thermal stress range ,Code Case CASE 13: Ll-L3 (EXP) thermal suess range ,Code Case
CASE 14: LlI+Ll2 (EXP) full thermal stress range checking, ABS combination
...CASE 15: L6+L7+LS (OCC) Resultant seismic load, SRSS combination
,
CASE 16: ~9+L10+L1I+L3 (OCC) Sustained plus Wind X combined absolutely, Code
Ease
CASE 17: L9+LI0+L11+L4 (OCC) Sustained plus Wind Z combined absolutely, Codet
ase
CASE 18: L9+L10+Lll+L15 (OCC) Sustained plus Seismic Combined absolutely, Codease
•
•
•
•
Technip
KHARG ETHYLENE PLANT
KHARG Olefin Complex
COHTAACTOR DOCUMENT N"
..
-~
PEJ'ROCHEMICAI.. IES DBVELOPMENT MA.NAG co. OWNER DOCUMENT N° . ,.. Unit Doe. T P N' 7273F 000 WI 1300 006 813 1 813 18.
SNOWWAD
(Ws) I E\·~·",v. OSnow loads shall 00 applied only for cold outside lines for which design T" is below 0 C and
w
h
ich are
not protected
byfloor
,
equ
ip
ment or others.
The hereafter calculated vaJue (Ws) will be classed as unifonn load foUowing Y axis (U ) in a
separate Caesar input
file.
See
7273F
_
OOO
_
CN3
_
CN2
_
1370
_
SAMPLl
C
A.XLS
De
s
ign
snow
load:
25
k
gl
l1l
2The distribution of snow remaining on the horizontal pipe will take the shape hereu dec, a
reducljon
fa
c
tor
o
f
0
.72 may
beapplied.
Ws
= (
lx 0.51>' In x h 0.22D ) 25Ws = (Ix 0.72 x D ) 25
Ws
=
18 x D Kf!lrsi'
...
=
180 x D NIP"...
Where 0
=
outside diameter ofpipe
o r outside diameter ofpipe
+ insulation
if exist.( m)70
·
9.12
0
•
Technip
D
KHARG ETHYLENE PLANT
~
..
-KHARG Olefin Complex
· IN· I A~. I P.~ UNo
I
"",
.
7273F 000 WI 1300
I
006I
AI
115I
115APPENDIX
IV
L
•
WIND PRESSURE
IELEVATION
1.1 Wind Basic
nata
I Wind pressure calcuJationAs per Project Basic Engineering : 7273F-30-PP-206 "Bask Design Data"
Basic wind speed 160km / h (44 .5 m /s)
Expo
s
ure
Category 0
According to UBC 97. the design wind loading shall be:
p= C,xC,xq,X/.
where,
P
=
Design wind pressure allevel 10 IIIC~
=
1,56 at leve1 10 m (E:II:posure and gust factor-Table I6-G)Cq :: I for DN<= 50 nun
= 0.8 for DN> 50 mm (Exposure and gust factor-Table I6-H)
qs= 1.226 kN/m2 ( Wind stagnation pressure at 10 m -Table J6-F) lw = 1. 15 (Importance factor -Table 16-K)
p= 2.20 xC, (kNlm,)
Height Above Wind pressure
Ground Level (m) PI
e
q (kNlm2 ) Oto 102
.2
10 (0 202.47
20 to 302.64
30 10 402
.
7
6
40 to 502.86
50 to 602
.
89
60 to 702
.
93
70 10802.99
80 to 903.12
•
•
•
•
CONTRACTOR OOCUI.ENT ,...
• N" UniI Doc. T Milt..t.l CoOl s.r.I N" Rev . Pa p ' ...
7273F 000 WI 1300 000 0 !()J 13
2. CONFIGURATION FILES USING CAESAR II
2.1 Unit System (7273F.FIL)
CAE S A R liVERS 4.30
INPUT UNITS USED
UNITS; 7273F NOMISCH INPUT; ON
LENGTH inches
FORCE pounds
MASS(dynamics) pounds
MOMENTS(INPUn inch-pounds
MOMENTS(OUTPUT) inch-pounds
STRESS Ibs.!sq.in.
TEMP. SCALE degrees F.
PRESSURE psig
ELASTIC MODULUS Ibs.lsq.in.
PI PE DENSITY Ibs.lcu.in.
INSULATION DENS. Ibs.lcu.in.
FLUID DENSITY Ibs.lcu.in.
TRANSL. STI F Ibs.lin.
ROTATIONAL STiF in.lb.ldeg.
UNIFORM LOAD Jb.lin.
GLOAD g's
WIND LOAD IbsJsq.in.
ELEVATION inches
COMPOUND LENGTH inches
DIAMETER inches
WALL THICKNESS inches
OWNER DOCUMENT N°
~ Doc. T Malerial CoOa Serial N° Rev.
10/13
x
25.400 ; mm.x
4.448 ; N.x
0.454 ; kg.x
0.113 ; N.m.x
0.113 ; N.m.x
0.007 ; MPax
0.556 ; Cx
0.069 ; barsx
0.007 ; MPax
27680.000 ; kg.!Cr·mx
27680.000 ; kgJcu.mx
27680.000 ; kg.!ci mx
0.175 ; N.!m .x
0.113 ;'
l
x
175.127 ; NJmx
1.000 ; g'sx
6894.757 ;N
J
.m.x
0.025 ; m.x
25.400 ; mm.x
1.000 ; inchx
25.400 ; mm.•
•
Technip
KHARG ETHYLENE PLANT
KHARG Olefin Complex
PETROCHl!MlCA.L IND , JES11113
Technip
..
•
KHARG ETHYLENE PLANT
~
KHARG Olefin Complex
i'ETltOCH.EMICt\l.'"
OEVEI..OPMENT MANAr C O.
CONTRACTOR DOCUMENT N" OWNER DOCUMENT N·
ProIecl N" U.. Doe.
T
wa
l
Mrolerial CodeI
Sen.! N" Re\I. P_ Proiect N"I
UNt Doo. T~I ~eriIII Code...
""'.
p 7273F 000 WII
1300I
000I
0I
11113I
I
I
2.2
Setup File ( CAESAR.CFG )CA E SAR II VERS4.50
SETUP FILE PARAMETERS
CONNECT GEOMETRY THRU CNODES YES
I
MIN ALLOWED BEND ANGLE 5.00000
I
MAXj.LLOWED BEND ANGLE
•
135.000I
BEND LENGTH ATIACHMENT PERCENT 1.00000
I
MINj.NGLE TO ADJACENT BEND PT 5.00000
LOOP CLOSURE TOLERANCE 25.4000mm
THERMAL BOWING HORZ TOLERANCE 1.00000E-04
AUTO NODE NUMBER INCREMENT 10.0000
Z.J\XIS UP NO
USE PRESSURE STIFFENING DEFAULT
ALPHA TOLERANCE 5.00000E-02
RESLD·FORCE NO
HGR_DEF RESWGT STIF
•
0.1751200E+12 N.lmm.
DECOMP SNG TOL 0.1 OOOOOOE+ 11
BEND_AXIAL SHAPE NO
FRICT STIF 8756.00 Ni mm.
I
FRICT NORM FORCE VAR 0.25000
I
FRICT ANGLE VAR 30.0000
I
FRICT SLIDE MULT 1.00000
ROD TOLERANCE 1.00000
ROD INC 2.00000
INCORE NUMERICAL CHECK NO
OUTCORE NUMERICAL CHECK NO
DEFAULT TRANS RESTRAINT STIFF 0.175120E+12 N.lmm.
DEFAULT ROT RESTRAINT STIFF 0.112980E+12 N.mi deaJ IGNORE SPRING HANGER STIFFNESS
•
NOI
r
·
•
•
Technip
KHARG ETHYLENE PLANT
KHARG Olefin Complex
Setup
Fil
e
(
CONNECT_GEOMETRY _ THRU_CNODES
WRC-'07 VERSION
WRC-, 07
DEFAULT
831.
WI I · AI«) . ..... A· KHARG.JUOAD CASF.s.O.doc:
T
F
YES NO 181 /281 NO DEFAULT 0.2206272E+OS•
••
•
•
Thchnip
..
•
KHARG ETHYLENE PLANT
~
KHARG Olefin Complex
PFffiOCHEMICAL INO""""
•
DEVELOPMENT MANAG ~ENTCO_CONTRACTOR DOCUMENT N° OWNER DOCUMENT N"
Proioct N° Unit Doc. TIIDEII Material Code Serial N° Rev.
I
Paae Proiect N" Unit Doc . Type Material Code Serial N" A~."
7273F
I
000I
WII
1300I
000I
a
I
13/ 13I
13/13FRP Ratio GmodlEmo(Uaxial) O.2500000E+OO
FRP EalEh'Vhla O.1527272E+OO
SetuD File (CAESAR.CFG Continuation)
FRP Lamina1e Type THREE
FRP Alpha O.2159827E+02 C
FRP Density O.1660800E+04 ko./cu.m
•
EXCLUDE 12 FROM UKOOA BENDI NG NO
OUTPUT REPORTS BY LOAD CASE YES
DISPLACEMENT NODAL SORTING YES
DYNAMIC INPUT EXAMPLE TEXT MAX
TIME HIST ANIMATE YES
ENABLE AUTOSAVE YES
AUTOSAVE TIME INTERVAL O.3000000E+02
PROMPTED AUTOSAVE YES
DISABLE UNDO/REDO NO
STRUCTURAL DATABASE AISC89.BIN
VALVE & FLANGE GENERIC. VHD
EXPANSION JT DBASE FLEXPATH.JHD
PI PING SIZE SPECIFICATION ANSI
DEFAULT SPRING HANGER TABLE O.5000000E+01
SYSTEM DIRECTORY NAME SYSTEM
UNITS FILE NAME 7273F.FIL
ENABLE ODBC OUTPUT NO
DEFAULT SPRING HANGER TABLE LlSEGA
-
•
SRMPL6
LOf\])
C(15€5
?
S
V
REfK
Ti
O
"-l
FOeC
e;-
JlUE TO
PSv
oPttvlNG
•
, Sldlle A".'ym· [CIDO(UM£NTS AllD SETIINGSVhBACONI7173F·MBACONICAESAR FILESICNj016_REV..~
•
•
•
' " Edt
+
.
;.
;t
loadCose Edlcr LoadCoseOptiom """, Loads WlN'eLoads
loads Oefned n IrtJIA loed Casu Stress Type
W -Wo<l< L1 W+D1 +T1 +P1 +H Of'!'
01 · Displcmnt Case ~' L2
w
:;O
-
i
..
T
2+P1
+H-- Of'!'T1 · Thermal Case tn l3 W~D1'~T3~P1;H" ~(]'S,,-oiit~~ Of'!' L<>Od e
,
T2 . Thermal Case #2 --,.,-_.,.,---,--
-_._-
.T3 . Thermal Case U3 l4 W+P1+H .._._.,,"
...
_-
-"."----SUSPI · Pr euUle Case #1 LS Wt-P1t-H-t-F1 OCC
Hp · Hydlo. Prenae L6 Ul ...
,,
--
-
----.
.OCC ...._----
-
.
'
"
H · Hanger l oads 17 U2 OCC
UI · Unf Load eMe 1*1 La U3 OCC
U2 -UriloodlAse 1*2 L9 F1 OCC
U3 . Uri l oad Case 1*3 L10 L1-l4 EXP
F1 · Cone FOIct! Case 11 1 Ll1 L2-l4
J
EXP """, . Vlll.et FledW"
WNC · 'W~no corieris L12 L3-lS EXP L13 LS+l7+l8 OCC L1 4 L-4+l13----l
~~
I
L15 L1 <-l1 3. L1 6 LJ.l9 (fD\"lO(ll
ch
0'1'1. (f'~tnlh\, OCCCliENT:
PROJECT:
CP.No:
EXXON
18KTA E5000 Expansion
CALC.No: ISV 3310 CALC. BY: BEP
CHKD. BY:
DATE : 13/01/2006
RELIEF VALVE LOADINGS
vapour
RV. Nos: ISV 3310 SIZE: 4"x3" RATING: 150#xlSO# ORIFICE: L
•
DATA DESCRIPTION RV SET PRESSURE PERCENT OVERPRESSURE Ps (l+Po/lOO) + 14.7 REliEF TEMPERATURE 11'9/5.492RATIO OF SPECIFIC HEATS
SIZING FLOW
SElECTED ORIFICE AREA CALCULATED ORIFICE AREA
FACTORED SIZING flOW
MAX. No. OF WORKING VALVES
SIZING flOW PER VALVE 1'1/3600 MOLECULAR WEIGHT GAS CONSTANT 1544/M SYMBOl UNITS
Ps
BARG PoP
PSIA T1 Deg.CT
Oeg .R kWI
Kg/ h,A
sq.in Acsq
.
in
W2 'Kg/h, N WIb
/
h,
wIb
/se
c
MR
ftlb/lb Oeg.•
GRAVITYIQ
ft/S2FI=
2 W RI gPA VALUE7
10
F2
126
.
35
256
952.8
1.05
.-
Fl
t~
--+
~
·FI FIt5489
r....TABIJSm:n ,!.Ow COi'iOmON2
.
853
NOn: , IIQRIZOl'lTAL I'OItCIS "Kt: MtA CEil2
.
853
15489
F
2
1
34153
.
2
+
9
.
48701
F388
.
5
17.4463 ltV AT POI'CONllIll0N32
.
2
A&!UMING IMPACT '''CTOII OYl260
.
496 Ib
1159
N
128.894 Ib
573 N
520
.
993 Ib
2318 N
-••
SARASIN-l<'J'.
'l7
Technical
&
Calculation Data Sheet
62IKI ZI .... ____8o<o R~_"" J40... 11ap\11M GnlCM'l
VAlVH e. CO'lTllOlS
Safety Valve
e
Bomel lype Opened
Project KHARG OLEfiN COMPLEX
~.A.
Tag No. PSV 6 453A
C-Quote Ref 3A30880IOOO
Sales Engineer Abdeljalill Baigar W de Commande
Operating .... ondltlons Connect ons
19 InlelON :
,
1 fluid type . Superheated Stetlm
20 Inlet Finish : ANSt600 RF (125-250 AARH)
2 Capacity: 78500, Kglh
,.
21 Outlet DN :
J, Set ptesSU"e : b"r eft
22 Outlet Finish : ANSI 150 ftF 1125-250 AARH)
,
Ol$charoe Tom p :"
J7S "CAccordinn 10 : ASME 616-5
"
5, Variable bad! pressure 0 bar eft
Cold (\If!. lest lXess. : 47 bar eft 8111 of material
7 Overpressure 11 (%) 16
".
flo<fv SA216wee
SA2115WCC 2'
Y<."
8 Operating Pressure : 40 bar eft
"
"',
SA216 weeTight Closing pressUI'e (MAOP) . 42.3 bar eft 26. NoWe St.llited AlSl410
.
1
~
Mechanical Tomp ; J7S ·C 27 "'~ 17.4 PH Stainless Steel28 Gaskets Stalnl. . . St,.1
29. SPfinQ Chromium Allov Steel
30,
"""c
AlSI43131 : Adusitina Rlna SA351 CF3M
32' Stud Al1lQrB7 JJ' Alt4i:1r2H
""'
Accessories"
,
Regular Lev.r 35 : 51etUted nozzl,"
ReqUIred Area : 31 .927 om'"
,
Test Gag4.95 s q. In.
"
Il Selected Area : 41 .2 om'
''I; 8.39 sq. in.
15: Onfice : 'p '
"
.
Reaction loroe :~
D.Nt"!: Flow capacity : 101299 Kglh
18: Noise at 30 m acc. to APt521' 120 dB
apprO)fl!T'late noise level at 30 m according to API521
(mouth noiso) !)perl dlsc:t'large
Customer Name TECHNIP FRANCE
evlslon ~lion ate
890 4 20-juin-2005
Cust. Item Numb 7U3F RFQ 1545-01 a ely a ype:
pfll'lg a a ely alve ea.1T
I I
J7 Standard : API 520I
)Commercial code : S46P3530A·D·VMM
I
I
Dimensions A- 225.4 mm B- 254.0 mm W- 1180.0 mrnIA:
525'Pl'K
d~Kn'K
b
'
Kshl
Welghl(") :s 152.3 Kg~
I A- 8.9 Inch I•
B- 10.0 Inch Dati 01 calcul w- 411.5 InchMass Capaatv W : 18500 KgIh Weight(' ) 335.7 Pound
P1 . 55.53 bar abs
r
~
C Gase Constant . :143.843
(") Indicative Values
0 now ooeIficient Kd : 0.915
0
Ksn : 0.865 Remarks
Napier equation correction Kn . 1
~
2 valves are necessary 10 reach the required capacity.
Back pressure correcUon Kb : 1
a
BUlH·up back pressure"O 1 berg."
Same calculallO\'1 .heet lor the 1st valve and the spare one
•
"
. N..
~GENERAl PEO PROCESS CONDIT!ONS
•
DESIGN DATA•
MATERIALS I OPT IONS 4 P & to Numbef 5 6 Conform to 961231EC 7 Fluid T8 NJ licable rED Table 9 \0 11 12 13 14 15 16 17
,.
19 20 21 22 PED CalFluid Fluid Servlc,
Required Capaci!
Moltcull/We hI
ratln PrtSi ur. .tlll TIm ,. tUri
Bad<. Prl!$IIure
%AJlovtabie Ova sure
Ov esslI10 FactOI'
Com esslbU"
Latenl Heal 01 V lion
o
Tl 1012812005 Pour Commentaires Fluid Groo Fluid S~I. 5 cltle Gl1Ivl Set Pressure Col HC+H20 15489 ".5 0,2ReHov' Temperatl¥e 212
Constant Varia!1je Total 23 , Specific Hnt RItIo lC 24 Relief Densi 25 Relief Viscosity 26 Barometric Pressure 27
28 Nozzle Flit, Semi
29 Design Sa!ely, Reflef, Sale -Relief 30 Type Conventional. BelloIN, Plot Opefatad
31 BonnetT 32 . n Code 33 Sizing Basis 34 Calcula ted Area 35 Selected Area 36 Orifice De . nation 37 Size! Rating -Inlel
38 Size! Rat" -Outlet
39 40 41 42 43 St.t 44 Fla es
45 Resilient Seat Seal 46 Guide 471 Spfing 46 W.tted Material 49 50 Bonn.t
!
Disc Ri s!
Bellows51 Cap: Screwed or Bolted 52 Lever: Plain or Packed 53 TestGag 54 55
,.
l -Q2S{)(l2 y" Gaseous Group 1 0. 1 \0 0.9 1.05 4 Note 10 k 'C""
,,,
"
,
k ,p".
Safety: Corrventlonal hI Solted ASMEDelaut eau de refroldissement
18.12 em' L
.
'
3" 150# RF 4"'50# RF A2 16 WCB NOlet A216WCB NOle 1 Note 1 NOIot NOIel (Note 1 No No INSTRUMENT SPECIFICATION Valve. Safety Pressure Reliefoxic/Flammable GasIVapo 7 ,,, 256.4 "C A21 6WCB SS 316 Mini Note 1
EJf<.0nMobil
Chemi
c
Sheet 5·1.1 of 46f
No. 8 Date Revision Code: 2831 . No.: C3 1052 A·163 1·.tVOl Rev.: 0i
(
I
I!!!
Technical
&
C
.
alculation Data Sheet
SARASIN-A>
Zlll.oa-R~Safety Valve
Nt ... BiOPUIle Gt1wtI• • 2110 \1..-...\1_
IN
II
Customer Name TECHNIP FRANCE
891
I
4I
•
s.,,~ I Cusl.llem Numb 7273F RFQ 1545-01Project KHARG OLEFIN COMPLEX
,
I
OpenedI
1I
Quote Ref Tag No. PSV
£!,
I
N"de Sales ; Abdeljalill Baigar
I
I
I
uperatIng \,;onalt,ons,
.
Fluid ~e:Superheated Steam 19 tnle, ON :,
"
capacity : 78500 Kg/n 20 Inlet Finish :ANSI 600 RF (125-250 AARH)
3, Set presMKC : 49.35 bar eM 21 Outlet ON :
,.
22 Ot.Itlet Finish : ANSI 150 RF (125-250 AARH)
"
DiSCharge Temp : 375 ·C. , ASME B16-5
5, Variable back presslJe
•
bar eft"
Cold dilf. lesc press. : 49.35 bar eftI
Bill 01 I"
OverptesslKe B(%) 10"
.
Bod, SAl16 wee\
a
,
Operating ProsslKe :"
bar elf 24: Yoke SA216 wee25.
ca
•
SA216wee
•
,
•
•
.
Tlglt Closing presSlKe (MAOP) ; 44 .415 bar eff 26 Nozzle S'ellited AlSI410M«hBnIcaI Temp : J15 "C 21: Disc 17.4 PH Stilinless Steel
28' Gaskets Stainless $t. .1
,
•
.
SDOM Chromium Alloy Steel30: Golde AlSI431
31 ' AcluslthQRinP SAl51 CF3M
32: Stud A.183flr81 33. Nul Al94gr2H
, ;
>0 , Revul.r Lever
"
.
Reqllif~Afea . 32.023 om' 35 · SlelUted noule12; 4.96 sq. in .
,.
,
TU I Gag1" . Sell!cl(l(l AIel . 41 .2 om'
I:
;
8.39 sq. in.Orirooe p
I
'"
ReactIon loree . 3016D,.
I
"
Flow capacity . 100996 KgIhI
"
Noise ill 30 m ace. to AP152 1: 126 dBapproxmate noise level at 30 m aCCOfding to APl521
(mtluth noise) open discharge
,
I
I
37. j , API52.I
I
I
Commercial code : S46P3530A-D-VMM
I
,
I
A=
525
'
Pl'Kd~Kn
'Kb"Ksh
I
I~-
:
·
225.4 mm 254.0 mm 1180.0 mm • 152.3 Kg lA 8.9 InChDab 01 COI lcul
IH-'
I
~
-
10.46.0 Inch5 Inch - j Ma55 Capaoty W : 18500 KgIh 335.1 Pound
!
?!-I;
P I ; 55.3 barabs C C-.ase Constant : 341.143I
(")
Indicative Values 0now
coeffiCIent Kd : 0.915 0 N Ksh ' 0.866 w-
Napier equation coffeclion Kn •,
2 valves afe necessary to reach the required capacity.
< Back Pfessure correcllon Kb :
,
"
BUIIt·up back pressurecO 1 barg..
2nd I/alve set at '05% of set pranure with 10% ol/elpreSSurein accordill1Ce With API 520
•
•
1.1
Load cases !Ioad case combinations
The following load cases f load case combinations shall be analyzed 1.) always or 2.) on a case·
to-case basis.
Static load cases for operating. design and pressure test conditions:
L6
jill:
L7 II
--' I--'
I I I I I L L I Ll9 L20•
~--Load
types (iCa
ppli
cab
l
e;
load
typess
hould
beadded) :
W Dead weight (pipe weight
+
fluid weight+
insulation weight)D# Displacement
T#
Design temperatureP# Design internal pressure
U#
Uniform
l
oads (e.g. snow
l
oad, seismic
l
oad)
F# External forces (forces and/or moments)
HP
Hydro test pressure
H
Hanger
l
oads
WIN# Wind loads (for the main wind directions)
WNC Dead weight without contents (pipe weight