..-
KHARG ETHYLENE PLANT KHARG Olefin Complex
•
~ Pl'TROCIWM 1CAL INDUSTRIES DEVF.I.OPM r~T
11(u1,11
WI
•
1300
000
I 0 I 1/13
-- INSTRUCTIONS FOR STRESS ANALYSIS LOAD CASES
FOR INFORMATION ONLY
•
,
•
WI 1 l ANG . ,.... A.ICHAACUE...lOAOCASCS_O.dO(:
'.
MANAOIlMllNT co.
Tech n ip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
000
2113
CONTENT l.
Load C",,,,, ........•....•...•...•..................................... . .....•............... ....................................................................•••.•....•••.•••••. 1.1
For Lines Carrying Heavy Fluid ( Hydro£'arboll, Waler, ... .J ........................................................................
J.2
For Lines Carrying Gas, Steam or Vapnr ........................................................................................................
J,j
For Une.f Connected to Rotating
1.4
1.5 2.
to
2. 1
Unit System (7273F. FIL) ... .....
2.2
Setup File ( CAESAR.CFG)
•
I................ ,
... ....Error! B"ok.",a.,k l.ot d'JlUu,d.
ea.", .................................................... I .............. ,
S""" a;'''';o............. ................. .... .. ........................................................... ......... ............................... ....... -I ............. 8
Load Cases 10 be calculated
comply with ASME B3 1.3 Code
CONFIGURAnON FILES USING CAESAR
•
J
+.. . . . .... ,
Eq";p.m"".............................................................................................+.. ... . . . . . ,
FOR LOW TEMPERATURE CARBON STEEL (LTCS) . .............
IA. 1
+.... . .......
n.............................................................................................+.. . . . . . . 10
.................................................................................. ...... ...................1 ........ II
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
CONTRACTOR DOCUMENT N"
p '
N°
Unil
Doc. T
Matetlal
coo.
OWNER OCX::UMENT N°
Serial N° Rev.
7273F
1.
Pa B
Unit
P I N'
Doc. T
Malerial Code Serial N° Rev. Pa
3/ 13
3/ 13
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
Thermal Set 2
- T3
Thermal Set 3
- 01 , D2. 03
Displacements (thermal effect)
- Fl, F2, F3
External Forces ( used for slug. surge,
-H
Spring hanger fqrces
- Ul. U2, U3
Uniform Loads
- WIN'
Wind
-WIN2
WinCl Load 2
~oad
p ~v
.•.
and rupture disk)
1
The following load cases description assume that all calculated cases are lineaf (Le. no n linear restraints, gaps or friction). I 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
1.1
WI
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
No
No
spring supports Yes_
CASE I ,W+~I+'I:J+PI+H
(O~E)
Operating
CASE 2 W+PI+H
(SUS)
Deadweight + Pressure
CASE 3 U I
(OCC)
Seismic Load X
CASE 4 U2
(OCC)
Seismic 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 combi nation
CASE8 L2+L7
(OCC)
Suslal ncd 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
y""
No
Ye.
CASE I W+D1+T1+Pl+H (OPE) Opera,;ng CASE 2 W+Pl+H '
(SUS) Deadweight + Pressure
CASE 3 WIN I.
(SUS) Wind along X (Instead or oce 10 avoid Sn,bbe, ""ivo,io~. irany)
CASE4 WIN2
(SUS) Wind along Z Onslead oroce to avoid Snubber
CASES UI
(OCC) Sei smic Load X
CASE6 U2
(OCC) Se;sm;c Load Y.
CASE 7 U3
(OCC) Seismic Load Z
CASE 8 LI -L2
(EXP) Expansion range ,Code Case
CASE 9 L5+ L6+L7
(OCC) Resultant seismic load, SRSS combination
CASE 10 L2+L3
(OCC) Sustained plus Wind X combined absolutely,
Case
CASE II L2+lA
(OCC) Sustained plus Wind Z combined absolutely.
Case
CASE 12 L2+L9
(OCC) Sustained plus Seismic Combined absolutely,
Case
ifi(lY)
Technip
•
P "eel N"
KHARG ETHYLENE PLANT KHARG Olefin Complex
ST1UES
OW NER DOCUMENT N°
CONTRACTOR DOCUMENT N° Malel'lal Code Selia! N" Rev.
7273F
1.2
PETItOCHllMrCAL IN
DEVELOPM ENT MAN ....G MEN'T CO.
1300
000
0
Pa
p
...
Material Code Serial N° Rev. Pa
5/13
5/13
For Lines Carrying Gas, Steam or Vapor
Examplel:r~~~~~+-_ex~po_S_ed~'0 _ ~Wi~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 (Unit 20. Calculation Number 003, Operating Loa Cases, File A. Rev.D)
CASE I: WNC+DI+TI+PI+H
(OPE) Operating
CASE 2: WNC+PI+H
(SUS) Deadweight (No contents) + Pressure PI
CASE3:UI
(OCC) Seismic Load X
CASE 4 : U2
(OCC) Se ismic Load Y
CASES: U3
(ccq
Seismic Load Z
CASE 6: LI·L2
(EXP) Expansion range ,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
b . Example File : 2_003_B_O._A (Unot 20. Calculation Number 003. Hydrotest Fi le B. Rev.D) lftested in place.
CASE I WW+PI
e Case
LcJ
Case.
(SUS) Deadweight Full of water + Hydrotest Pressure PI
4 -">
•
L1. -'-'1I.>",
\'0
fv r
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
PETROCHEMICAL IN USTRJ£S DEVEl.OPMENT MANA EMENT CO.
OWNER DOCUMENT N° Material Code Sertal N° Rev. Pa
CONTRACTOR DOCUMENT N" P "ec(N°
P
n73F
N"
6/13
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==r= t s~ line criteria
Yes
Yes
Yes
a . Example File : S_OOS_A_O•.fi (Uuil50, Calculation Number 00) , Operating Load Case Fi e A.rev.O) J7LLA A._A
CASE 1 WNC+QI+Tt+PI+H (OPE) Operating (SUS) Deadweight (No contents) + Pressure
CASE 2 WNC+PI+H CASE 3 WIN I
(SUS) Wind along X (1nstcad oroce
CASE. 4 WlN2
(SUS) Wind along Z (Instead ofoce to avoid Snubberactivarion. ifany)
CASE 5 VI
(OCe) Seismic Load X
CASE 6 U2
(OCC) Seismic Load Y
CASE 7V3
(OCC) Seismic Load Z
CASE 8 Ll -L2
(EXP) Ex pansion range ,Code Case
-
10 avoid Snubber activatio , if any)
CASE 9 L5+L6+L7
(ocq Resultant seismic load. SRSS combination
CASE 10 L2+L3
(OCe) Sustained plus Wind X combined absolutely. C
CASE II L2+L4
(OCC) Sustained plus Wind Z combined absolutely, Codf Case
CASE 12 L2+L9
(aCe) Sustained plus Seismic Combined absolutely, Cod Case
>
I 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
•
WI I • AHa • _ . A· KHARG.JE..LOAOCASES..O.dDc
(SUS) Deadweight full of water + Hydrotest Pressure PI
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
PET1I.OCJiEM!CAL INOUSTIU.ES DEVEl.Of'MENT MANA ' EMENT
co.
.
N·
7273F
1-1
1300
000
0
Ut'IiI:
Doe. T
7/13
For L.ines Connected to Rotating Equipmenl.. Example File: 002_007 _A_O._A (Unit 002, Calculation Number 007, Load ea Rev.O) CASE I W+PI +TI+DI+H
(OPE)
File A,
Operating Pump A operating 380°C
Pump B Standby 21°C (Ambient)
CASE 2 W+PI+T2+DI+H
(OPE)
Operating Pump B operating 380°C
Pump A Standby 21°C (Ambient)
CASE 3 W+PI+T3+DI+H
(OPE)
Operating Pump A and B hot 380<><:
CASE 4 W+Pl+H
(SUS)
Deadweight + Pressure
CASE 5 WNC+H
(SUS)
Weight (No contents)
CASE6UI
(OCC)
Seismic X
CASE? U2
(OCC)
Seismic Y
CASE 8 U3
(OCC)
Seismic Z
CASE 9 L6+L?+L8
(ocq
Resultant seismic load. SRSS combination
CASE 10 Li·L4
(EXP)
Thermal T 1 Pump A operating 380°C Pump B Standby 21°C (Ambient)
CASE I I L2·L4
(EXP)
ThennaJ 1'2 Pump B operating 380°C Pump A Standby 21°C (Ambient)
CASE 12 L3·L4
(EXP)
CASE 13 L4+L9
(OCC) Sustained plus Seismic Combined absolutely, C
Therma1 1'3 Pump A and B hot 380°C e Case
Note : Load Case 5 is used to calr.:ulate shop calibration of spring support instaJled above pump nozzle.
•
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
CONTRACTOR OOCUIoENT N" Doc. T lMtecW eoo. Serial N' Rev.
OWNER DOCUMENT ,..
Doe. T
N'
IJnIt
7273F
000
1.3.1
Load Cases to be calculated to comply wjtb ASME 831 ,3 Code Cases:
P
~xample
WI
1300
000
P
0
p
"
unit
Material Code Serial
8/13
, Rev. P
8/ 13
: CASE I W+DI+TI+P I(OPE)Operaling , CASE 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)
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 shal l be equal to 1.
TIle criteria is :
W + P +/T + F + U or WIN < O.3*Sh - 41.3 Mpa combined in ABS (
•
.
,
~,
.
Technip KHARG ETHYLENE PLANT
KHARG Olefin Complex
•
QVoINEA OClCUME NT N"
P •
p .
N"
Unit
Doc. T
Malerial Code Serial N° Rw.
9113
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,
•
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 + Pressure
CASE 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) Deadwe ight + Spring hanger
CASE 10, PI
(SUS) Pressure
CASE J 1: Tl
(EXP) Temperarure
CASE 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 CASE 16: ~9+L10+L1I+L3 CASE 17: L9+LI0+L11+L4 CASE 18: L9+L10+Lll+L15
•
ev,D)
(OCC) Resultant seismic load, SRSS combination
,
Ease (OCC) Sustained plu s Wind Z combined absolutely, Code tase (OCC) Sustained plus Seismic Combined absolutely, Code ase (OCC) Sustained plus Wind X combined absolutely, Code
..-
Technip
•
KHARG ETHYLENE PLANT KHARG Olefin Complex
COHTAACTOR DOCUMENT N" Unit
Doe. T
7273F
000
WI
8.
SNOW WAD (Ws)
.
,..
PEJ'ROCHEMICAI.. DBVELOPMENT MA.NAG
IES
co.
OWNER DOCUMENT N°
P
1300
~
N'
813 1
006
813 1
Snow loads shall 00 applied only for cold outside lines for which design T" is below 0 C and
which are not protected by floor, equ ipment 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_SAMPLlC A.XLS
•
Design snow load: 25 kgll1l 2 The distribution of snow remaining on the horizontal pipe will take the shape hereu dec, a reducljon factor of 0.72 may be applied. Ws = ( lx 0.51>' In x h
0.22D ) 25
Ws = (Ix 0.72 x D ) 25
...
...
Ws = 18 x D Kf!lrsi'= 180 x D NIP"
Where 0 = outside diameter of pipe o r outside diameter of pipe + insulation if exist.( m)
•
70·
9.120
o
•
I E\·~·",v. O
..-
Technip
• D
· IN· I A~. I P.~
7273F
~
KHARG ETHYLENE PLANT KHARG Olefin Complex
000
WI
1300
I
IA I
006
UNo
I"",.
I
115
APPENDIX IV L
• WIND PRESSURE I ELEVATION
1.1
Wind Basic nata I Wind pressure calcuJation
As per Project Basic Engineering : 7273F-30-PP-206 "Bask Design Data" Basic wind speed 160km / h (44 .5 m /s)
Exposure Category 0 According to UBC 97. the design wind loading shall be: p= C,x C,xq,X / . where,
= Design wind pressure allevel 10 III C~ =1,56 at leve1 10 m (E:II:posure and gust factor-Table I6-G)
P
Cq :: I for DN<= 50 nun = 0.8 for DN> 50 mm (Exposure and gust factor-Table I6-H) qs= 1.226 kN/m 2 ( Wind stagnation pressure at 10 m -Table J6-F)
lw = 1. 15 (Importance factor - Table 16-K)
p = 2.20 xC, (kNl m,)
•
Height Above Ground Level
Wind pressure
(m)
PI eq (kNlm 2 )
Oto 10
2.2
10 ( 0 20
2.47
20 to 30
2.64
30 10 40
2.76
40 to 50
2.86
50 to 60
2.89
60 to 70
2.93
70 1080
2.99
80 to 90
3.12
115
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
• •
N"
UniI
CONTRACTOR OOCUI.ENT ,... Doc. T Milt..t.l CoOl s.r.I
WI
OWNER DOCUMENT N° N" Rev .
p
Pa
'
7273F
000
2.
CONFIGURATION FILES USING CAESAR II
2.1
Unit System (7273F.FIL)
1300
PETROCHl!MlCA.L IND , JES DIiVElOPMENT MAN....GEMENT CO.
000
0
...
~
Doc. T
Malerial CoOa Serial N° Rev.
10/13
!()J 13
CAE S A R liVERS 4.30 INPUT UNITS USED
•
UNITS; 7273F
NOMISCH INPUT; ON 25.400
;
mm.
4.448
;
N.
0.454
;
kg.
0.113
;
N.m.
0.113
;
N.m.
x
0.007
;
MPa
x x
0.556
;
C
0.069
;
bars
x x
0.007
;
MPa
27680.000
;
x x x x
27680.000
inches
FORCE
MOMENTS(OUTPUT)
x pounds x inch-pounds x inch-pounds x
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
pounds
MASS(dynamics) MOMENTS(INPUn
27680.000 0.175
kg.!Cr· m ; kgJcu.m
; ;
kg.!ci m N.!m .
0.113
;
x x
175.127
;
1.000
;
6894.757
inches
x x
0.025
;
m.
COMPOUND LENGTH
inches
x
25.400
;
mm.
DIAMETER
inches
x
1.000
;
inch
WALL THICKNESS
inches
x
25.400
;
mm.
•
•
x
LENGTH
•
'l NJm
g's
;
NJ
.m.
..~
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
'"
i'ETltOCH.EMICt\l.
OEVEI..OPMENT MANAr C O.
CONTRACTOR DOCUMENT N" Doe. Twal Mrolerial Code I Sen.! N" Re\I.
ProIecl N"
U..
7273F
000
2.2
Setup File ( CAESAR.CFG )
WI
I
1300
I
000
P_
I 0 I 11113
Proiect N"
I
I
UNt
OWNER DOCUMENT N· Doo. T~ I ~eriIII Code
I
I
........ ""'.
C A E SAR II VERS 4.50
SETUP FILE PARAMETERS
•
• •
I I I I
CONNECT GEOMETRY THRU CNODES
YES
MIN ALLOWED BEND ANGLE
5.00000
MAXj.LLOWED BEND ANGLE
135.000
BEND LENGTH ATIACHMENT PERCENT
1.00000
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
0.1OOOOOOE+ 11
BEND_AXIAL SHAPE
NO
FRICT STIF
8756.00 Ni mm.
FRICT NORM FORCE VAR
0.25000
FRICT ANGLE VAR
30.0000
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
0.1751 20E+12 N.lmm.
DEFAULT ROT RESTRAINT STIFF
0.112980E+1 2 N.mi deaJ
IGNORE SPRING HANGER STIFFNESS
NO
WI I · AiHG • _ . " . KtV.RCUE LOo\O CAS ES_O.doc:
I I I
I
p
11113
r·
Technip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
Setup File (
CONNECT_GEOMETRY_THRU_CNODES
181 /281
WRC-'07 VERSION WRC-, 07
•
YES
T
NO
NO DEFAULT
DEFAULT
831.
•
WI I · AI«) . ..... A· KHARG.JUOAD CASF.s.O.doc:
F
0.2206272E+OS
..~
Thchnip KHARG ETHYLENE PLANT KHARG Olefin Complex
•
••
PFffiOCHEMICAL INO
•
DEVELOPMENT MANAG
OWNER DOCUMENT N"
CONTRACTOR DOCU MENT N°
Proioct N°
7273F
Unit
Doc. TIIDEII Material Code Serial N° Rev.
I 000 I
WI
I
1300
I
000
I
Paae
Proiect N"
I a I 13/ 13
Unit
Doc . Type Material Code Serial N"
I
FRP 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
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
• -
•
WI 1 . ANG •
•
"IV.'"
IlHAAG_IE..LOAD CAS ES_O,dOC
""""
~ ENTCO_
LlSEGA
-
C
•
A~.
"13/13
SRMPL6
? SV
C(15€5
LOf\])
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
01 · Displcmnt Case ~' T1 · Thermal Case tn T2 . Thermal Case #2 T3 . Thermal Case U3 PI · Pr euUle Case #1 Hp · Hydlo. Prenae H · Hanger l oads
•
• •
UI · Unf Load eMe 1*1 U2 -UriloodlAse 1*2 U3 . Uri l oad Case 1*3 F1 · Cone FOIct! Case 11 1 """, . Vlll.et Fled WNC · 'W~ no corieris
W"
Stress Type
loed Casu
loads Oefned n IrtJIA
W -Wo
L1 L2
w:;O-i..T2+P1 +H--
l3 l4
W~D1'_.,.,~T3~P1; H" ~(]'S,,-oiit~~. --,.,-----,-W+P1+H .._._.,,"........
LS
-_._-
Wt-P1t-H-t-F1
L6
Ul
17
U2
La
U3 F1 L1-l4 L2-l4
L9
L10
Ll1 L12 L13 L1 4 L15 L1 6
Of'!' Of'!' Of'!'
W+D1 +T1 +P1 +H
... , ---
_-
----.
J
L3-lS LS+l7+l8 L-4+l13 L1 <-l1 3.
LJ.l9
SUS -"."---OCC OCC ..... _-----.'" OCC OCC OCC EXP EXP EXP OCC
----l ~~ (fD\"
lO(ll ch
0'1'1. (f'~tnlh\,
L<>Od e
I
OCC
STATIQUE LoR)) 'I- :Ill
,
~
1
FW FRANCE NDG
SHT.16F I
CALC.No: ISV 3310
CliENT:
EXXON
CALC . BY: BEP
PROJECT: 18KTA E5000 Expansion
CHKD. BY:
CP.No:
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
Ps
PERCENT OVERPRESSURE
Po
SYMBOl
Ps (l+Po/lOO) + 14.7
P
REliEF TEMPERATURE 11'9/5.492
T1
T
UNITS BARG PSIA Deg.C Oeg .R
k
RATIO OF SPECIFIC HEATS SIZING FLOW SElECTED ORIFICE AREA
WI A
CALCULATED ORIFICE AREA FACTORED SIZING flOW MAX. No. OF WORKING VALVES SIZING flOW PER VALVE
Ac W2 N W
1'1/3600 MOLECULAR WEIGHT GAS CONSTANT 1544/M GRAVITY
w
Kg/ h, sq.in sq.in 'Kg/h,
Ib/ h, Ib/sec
M
R
IQ
•
ftlb/lb Oeg. ft/S2
FI=
2
W
RI
VALUE
7 F2 10 126.35 --+ 256 FI 952.8 Fl ~ ·FI 1.05 t5489 r....TABIJSm:n ,!.Ow COi'iOmON 2.853 NOn: , IIQRIZOl'lTAL I'OItCIS "Kt: MtA CEil 2.853
15489 F2
1 34153.2 + 9.48701 F3 88.5
.-
17.4463
32.2
t~
ltV AT POI'CONllIll0N A&!UMI NG IM PA CT '''CTOII OYl
260.496 Ib
1159 N
128.894 Ib
573 N
520.993 Ib
2318 N
gPA
-
e
VAlVH
SARASIN-l<'J'. 'l7
Technical & Calculation Data Sheet Safety Valve
e. CO'lTllOl S
ZI ...._____ 8o
evlslon
lion ate
Customer Name TECHNIP FRANCE
4
890 a ely a
Cust. Item Numb 7U3F RFQ 1545-01
Project
Bomel lype
KHARG OLEfiN COMPLEX
Quote Ref W de Commande
,
Ol$charoe Tom p :
" . 1~
Mechanical Tomp ;
a ely alve
ea.1T
Opened
PSV 6 453A
Sales Engineer
Abdeljalill Baigar
,
Connect ons
78500,
Kglh
"
b"r eft
J7S 0
19 20 21 22
"C bar eft
bar eft
47
InlelON : ANSt600 RF (125-250 AARH) Inlet Finish : Outlet DN : Outlet Finish : ANSI 150 ftF 1125-250 AARH) Accordinn 10 : ASME 616-5
,.
8111 of material
". Y<."
wee
flo
16
40
SA216 SA2115WCC
2'
bar eft bar eft
42.3 J7S
C-
Tag No.
Operating .... ondl tl ons
5, Variable bad! pressure Cold (\If!. lest lXess. : 7 Overpressure 11 (%) 8 Operating Pressure : Tight Closing pressUI'e (MAOP) .
a
~.A.
3A30880IOOO
1 fluid type . Superhea ted Stetlm 2 Capacity: J, Set ptesSU"e :
20-juin-2005
pfll'lg
ype:
" "', "'~
SA216 wee St.llited AlSl410 17.4 PH Stainless Steel Stalnl... St,.1
29. SPfinQ 30, 31 : Adusitina Rlna
Chromi um Allov Steel AlSI431 SA351 CF3M Al1lQrB7
26. NoWe 27
·C
28
Gaskets
"""c ""'
32' Stud JJ'
Alt4i:1r2H
Accessories
"
ReqUIred Area :
31 .927
om' s q.
Il
Selected Area :
4.95 41 .2 8.39
" ''I;
15:
". t"! :
18:
Onfice : Reaction loroe : Flow capacity :
",
Regular Lev.r
35 : 51etUted n ozzl,
",
In.
Test Gag
om'
sq. in.
'p '
~
101299
D.N
Kglh
Noise at 30 m acc. to APt521' dB
120 apprO)fl!T'late noise level at 30 m according to API521
(mouth noiso) !)perl dlsc:t'large
II
J7
I
API 520
Standa rd :
I
Commercial code : S46P3530A·D·VMM
I
IA: 525'Pl'Kd~Kn'Kb 'Kshl Mass Capaatv W : P1 . 0 0
N
~
.. a"
•" .~
C Gase Constant . now ooeIficient Kd : Ksn : Napier equation correction Kn . Ba ck pressure correcUon Kb :
Dimensions
ABWWelghl(") :s
225.4 254.0 1180.0 152.3
AB-
Dati 01 calcul
1
1
Weight( ' )
mm mm mrn
Kg
8.9 Inch
10.0 Inch 411.5 Inc h
w-
18500 KgIh 55.53 bar abs :143.843 0.915 0 .865
)
335.7 Pound
(") Indica tive Values
••
~ I
I
r~
Remarks
2 valves are necessary 10 reach the required capacity . BUlH·up back pressure "O 1 berg. Same calculallO\'1 .heet l or th e 1st va lve and the spare one
•
1 T Nu~ 2 Service 3 Line NUrMer
GENERAl
4 P&
22-ISV 3310 Equipment
to Numbef
5 6 Conform
l -Q2S{)(l2
to 961231EC
y" Fluid Groo
7 Fluid T
PEO
8 NJ licable rED Table 9 PED Cal
5 cltle Gl1Ivl
".5
Set Pressure
0,2
15
ReHov'
.tlll TIm ,. tUri
Constant
,.
17
CONDIT!ONS
•
Bad<. Prl!$IIure
k
GasIVapo
7
"" ,,,
",
256.4
'C
0. 1
Total
19 % AJlovtabie Ova sure
20 Ov esslI10 FactOI'
21 Com esslbU"
22 Latenl Heal 01 V lion
,,, "C
\0
0.9 1.05
24 Relief Densi
k
25 Relief Viscosity 26 Barometric Pressure
,p
27 28 29 30 31 32
DATA
Note 10
15489
Varia!1je
23 , Specific Hnt RItIo lC
DESIGN
HC+H20
Temperatl¥e 212
ox ic/Flammable
4
Col
Fluid S~I.
Group 1
Gaseous
\0 11 Fluid Fluid Servlc, 12 Required Capaci! 13 Moltcull/We hI 14 ratln PrtSi ur. 16
PROC ESS
0 331fD332 S",HC.OO2.015.0A1A 1
".
Nozzle Flit, Semi Design Sa!ely, Reflef, Sale -Relief Safety: Type Conventional. BelloIN, Plot Opefatad Corrventlonal BonnetT hI Solted . n Code ASME
33 Sizing Basis
Delaut eau de refroldissement
34 Calcula ted Area 35 Selected Area 36 Orifice De . nation
18.12
L
37 Size! Ra ting -I nlel 38 Size! Rat"
.' em'
3" 150# RF 4"'50# RF
- Outlet
39 40
41
•
MATERIALS
I
42 43 St.t 44 Fla es 45 Resilient Seat Seal
Bonn.t
! Disc
46 Guid e
471 Spfing
Ri s
Bellows
!
46 W.tted Material
A21 6WCB
SS 316 Mini
A2 16 WCB NOlet A216WCB NOle 1 Note 1 NOIot NOIel
Note 1
49 50
OPT IONS
51 Cap: Screwed or Bolted 52 Lever: Plain or Packed 53 TestGag
(Note 1 No No
54 55
,. INSTRUMENT SPECIFICATION
EJf<.0nMobil
Chemic f
Valve. Safety Pressure Relief
o No.
Tl 8
1012812005 Date
Pour Commenta ires Revision
Code: 2831
. No.:
Sheet 5·1.1 C3 1052 A·163 1·.tVOl
of 46
Rev.: 0
i !,
(
II!!!
SARASIN-A>
Technical & C.alculation Data Sheet Safety Valve
Zlll.oa-R~
BiOPUIle Gt1wtI • • 2110 \1..-.....\1_ Nt .....
I
IN
Customer Name TECHN IP FRANCE
I
891
I
4
Cusl.llem Numb 7273F RFQ 1545-01 Project
,
KHARG OLEFIN COMPLEX
Quote Ref
"
~e
I
: Superheated Steam
capaci ty :
78500 49.35 375
3, Set presMKC : DiSCharge Temp : 5, Variable back presslJe Cold dilf. lesc press. :
"
"" a,
•• \
I I
£!,
Abdeljalill Baigar
I uperatIng \,;onalt,ons
,. Fluid
I
s.,,~
I
PSV ;
Sales
•
I Opened I1
Tag No.
N"de
I
•
49.35 10
OverptesslKe B (%) Operating P rosslKe :
Tlglt ,•.M«hBnIcaI Temp :
Closing presSlKe (MAOP) ;
Kg/n bar eM
·C bar eft bar eft bar elf
"
44 .415 J15
ba r eff
"C
19 tnle, ON :
,
20 Inlet Finish :
ANSI 600 RF ( 125-250 AARH)
,.
21 Outlet ON : ANSI 150 RF (125-250 AARH) 22 Ot.Itlet Finish : . , ASME B16-5
I Bill 01
I
".
Bod,
SAl16
24: Yoke 25. ca•
SA216 SA216
26
Nozzle
wee wee
wee
S'ellited AlSI410 17.4 PH Stilinless Steel Stainless $t.. 1 Chromium Alloy Steel AlSI431 SAl51 CF3M
21: Disc
,•.
28' Gaskets
SDOM 30: Golde
31 ' AcluslthQRinP 32: Stud
A.183flr81
Al94gr2H
33. Nul
, ;
".
>0 , Revul.r Lever
Reqllif~
Afea .
12;
1" .
I:;
I'" I" I"
Sell!cl(l(l AIel .
Orirooe ReactIon loree .
32.023
om'
4.96
sq. in .
41 .2 8.39 p
sq. in.
om'
3016 100996
Flow capacity .
,.,
35 · SlelUted noule TU I Gag
D,.
KgIh Noise ill 30 m ace. to AP152 1: 126 dB approxmate noise level at 30 m aCCOfding to AP l521 (mtluth noise) open discharge
,
II 37.
II I,
API52.
j ,
Commercial code : S46P3530A-D-VMM
IA= 525 'Pl'Kd~Kn 'Kb"KshI
I~-:· lA
I~ -
Dab 01 COI lcul Ma55 Capaoty W : PI ; 0 0 N
-
w
.. <
"
••
iii
C C-.ase Constant coeffiCIent Kd Ksh Napier equation coffeclion Kn Back Pfessure correcllon Kb
now
: : ' • :
18500 KgIh 55.3 barabs 341.143 0.915 0.866
, ,
IH-'
•
225.4 254.0 1180.0 152.3 8.9 10.0 46.5 335.1
I(") Indicative Values
mm mm mm Kg InCh Inch Inch Pound
-j
! ?!-I;
2 valves afe necessary to reach the required cap acity. BUIIt·up back pressurecO 1 barg 2nd I/alve set at '05% of set pranure with 10% ol/elpreSSure in accordill1Ce With API 520
I
•
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
L7
jill: I
I --'
I
--'
I
I
I
I
I
L
L
I
Ll 9 L20
• ~-Load types (iC a pplicable; load types should be added) : W Dead weight (pipe weight + fluid weight + insulation weight) D# Displacement T# Design temperature P# Design internal pressure U# Uniform loads (e.g. snow load, seismic load) F# External forces (forces and/or moments) HP Hydro test pressure H Hanger loads WIN# Wind loads (for the main wind directions) WNC Dead weight without contents (pipe weight + insulation weight) WW Water-filled weight for pressure test
• •
•
•
•
~:-
