PT PROFAB INDONESIA
Page 3
PLATE THICKNESS CHECK For Pipe Dia 711 x 6mm Thk Based on oark!s " #o$n% Form$&a o' S(ress and S(rain
Design Pressure Design Temperature Test Pressure
P T TP
Pipe Diameter Pipe T$i%&ness
OD ts
#11.00 mm .00 mm
' a
((.00 mm 3)(.!0 mm
B' θ S Sa-
#31.00 mm (0.0 (0.00 0 'eg 'eg SS31 +r eui/a*ent 2(0.00 11!.00 N4mm2
t
33.00 mm
Pipe Insi'e Diameter Pipe ra'ius B*in' Diameter B*in' se%ti+n ang*e ,+r %a*%u*ati+n Materia* +, -*in' Materia* ie*' strengt$ A**+a-*e Stress Stress +, -*in' " 0.# S S B*in' t$i%&ness %$++sen
1.10 MPa 21.00 C 1.! Mpa "
1.! Bar
B&ind Ade)$a*+ per oark " #o$n% P&a(e Thi*kness T+ta* 5+a' ,+r +ne se%t+r " TP " 1.! N4 N4mm2 M+'u*us +, E*astisit E " 1( 1 (30!3.00 N4mm2 ν= p+iss+n6s rati+ use' 0.30
,axim$m s(ress in (he p&a(e7Re,. F+rmu*as ,+r stress an' strain - R+ar& 8 +ung 9 Ta-*e 2): Case N+. 2;
ma> "
1
βa2 t2
θ= "
As:
ma> "
ma>
= Sa-
(0.0 (0.00 0 'eg 'eg 0.2(3 !).1( N4mm2 SAFE
,axim$m de'&e*(ion o' (he p&a(e7Re,. F+rmu*as ,+r stress an' strain - R+ar& 8 +ung 9 Ta-*e 2): Case N+. 2; ma> " 7?a@)94Et@3 As:
θ= (0.0 (0.00 0 'eg 'eg ?" 0.01)) #ma> #ma> .$n*orroded/ .$n*orroded/ 0 0.0!10((! mm #ma> #ma> = t42
SAFE
PT PROFAB INDONESIA
Page )
N1123 B&ind F&an%e 4e&din% Che*k 5 3 " Be&o For Ni(ro%en Condi(ion
Design Pressure Design Temperature Test Pressure
P T TP
Pipe Diameter Pipe T$i%&ness Pipe Insi'e Diameter Pipe ra'ius
OD ts ' a
11).00 .00 102.00 !1.00
Tensi+n ,+r%e 'ue t+ interna* pressure at -*in' ,*ange
Pt
;1#.13 N
Fi**et e*' *engt$ ar+un' +n Pipe 8 -*in': 5, " OD
"
3!; mm
"
1).10 in
r++/e e*' *engt$ ar+un' +n Pipe 8 -*in': 5g " OD Fi**et e*' *eg 'imensi+n: , r++/e e*' 'ept$ 'imensi+n: g
" " "
3!; mm 2 mm 0 mm
" " "
1).10 in 0.0; in 0.00 in
e*'ing area +, ,i**et e*': A, " , 5, e*'ing area +, gr++/e e*': Ag " g 5g
" "
#1 mm2 0 mm2
A**+a-*e e*' stress: S
"
.1( MPa
"
(00 psi
5+a' +n e*' per *inear *engt$ +, e*' Tensi+n stress +, e*': S t " Pt 4 7A, G Ag9
"
1.1) MPa
"
1! psi
e*' Status
St = Sa
0.10 MPa 21.00 C 0.10 MPa
PASS
mm mm mm mm 1;3.(; *-,
PT PROFAB INDONESIA
Page 3
N1123 PLATE THICKNESS CHECK 5 3 89E For NIT8:EN P;:IN: Based on oark!s " #o$n% Form$&a o' S(ress and S(rain
Design Pressure Design Temperature Test Pressure
P T TP
Pipe Diameter Pipe T$i%&ness
OD ts
)!#.20 mm 11.0# mm
' a
)3!.0 mm 21#.!3 mm
B' θ
)!.0 mm (0.00 'eg SS30) +r eui/a*ent 21!.00 1)).0! N4mm2
Pipe Insi'e Diameter Pipe ra'ius B*in' Diameter B*in' se%ti+n ang*e ,+r %a*%u*ati+n Materia* +, -*in' Materia* ie*' strengt$ A**+a-*e Stress +, -*in' " 0.# S
S Sa-
B*in' t$i%&ness %$++sen
t
0.10 MPa 21.00 C 0.10 MPa
).00 mm
B&ind Ade)$a*+ per oark " #o$n% P&a(e Thi*kness T+ta* 5+a' ,+r +ne se%t+r " TP " 0.10 N4mm2 M+'u*us +, E*astisit E " 1(30!3.00 N4mm2 ν= p+iss+n6s rati+ use' 0.30
,axim$m s(ress in (he p&a(e7Re,. F+rmu*as ,+r stress an' strain - R+ar& 8 +ung 9 Ta-*e 2): Case N+. 2;
ma> "
1
βa2 t2
θ= "
As:
ma> "
ma>
= Sa-
(0.00 'eg 0.2(3 ;.!( N4mm2 SAFE
,axim$m de'&e*(ion o' (he p&a(e7Re,. F+rmu*as ,+r stress an' strain - R+ar& 8 +ung 9 Ta-*e 2): Case N+. 2; ma> " 7?a@)94Et@3 As:
θ= (0.00 'eg ?" 0.01)) #ma> .$n*orroded/ 0 0.20(!2 mm #ma> = t42
SAFE
PT PROFAB INDONESIA
Page )
N1123 B&ind F&an%e 4e&din% Che*k 5 3 8
Design Pressure Design Temperature Test Pressure
P T TP
Pipe Diameter Pipe T$i%&ness Pipe Insi'e Diameter Pipe ra'ius
OD ts ' a
)!#.20 11.0# )3!.0 21#.!3
Tensi+n ,+r%e 'ue t+ interna* pressure at -*in' ,*ange
Pt
1);!.;0 N
Fi**et e*' *engt$ ar+un' +n Pipe 8 -*in': 5, " OD
"
1)3 mm
"
!.!! in
r++/e e*' *engt$ ar+un' +n Pipe 8 -*in': 5g " OD Fi**et e*' *eg 'imensi+n: , r++/e e*' 'ept$ 'imensi+n: g
" " "
1)3 mm ) mm 0 mm
" " "
!.!! in 0.1 in 0.00 in
e*'ing area +, ,i**et e*': A, " , 5, e*'ing area +, gr++/e e*': Ag " g 5g
" "
!#)! mm2 0 mm2
A**+a-*e e*' stress: S
"
.1( MPa
"
(00 psi
5+a' +n e*' per *inear *engt$ +, e*' Tensi+n stress +, e*': S t " Pt 4 7A, G Ag9
"
2.!( MPa
"
3#! psi
e*' Status
St = Sa
0.10 MPa 21.00 C 0.10 MPa
PASS
mm mm mm mm 33)1.( *-,
N=1= B&ind F&an%e Thi*kness Ca&*$&a(ion For H+dro(es( Condi(ion Based on oark!s " #o$n% Form$&a o' S(ress and S(rain
Design Pressure Design Temperature Test Pressure
P T TP
Pipe Diameter
OD
Pipe T$i%&ness
ts
)).)! mm
Pipe Insi'e Diameter Pipe insi'e ra'ius
' r
;2!.10 mm )12.!! mm
B*in' Diameter Materia* +, -*in' Materia* ie*' strengt$ A**+a-*e Stress +, -*in' " 0.# S
B' S Sa-
B*in' t$i%&ness %$++sen
t
13.00 MPa ;0.00 C 1(.!0 MPa (1).00 mm
;2!.10 mm SAH!1 r.#0 2)0.00 MPa 10.;0 MPa #!.00 mm
B&ind Ade)$a*+ per oark " #o$n% P&a(e Thi*kness T+ta* 5+a' ,+r +ne se%t+r " TP " 1(.!0 N4mm2 M+'u*us +, E*astisit E " 200000.00 N4mm2 ν= p+iss+n6s rati+ use' 0.30
a= -"
Re%tangu*ar p*ate 'imensi+n
300.00 mm 300.00 mm
,axim$m s(ress in (he p&a(e7Re,. F+rmu*as ,+r stress an' strain - R+ar& 8 +ung: #t$ E'iti+n 9 Ta-*e 11.): Case N+. 1a
ma> "
β-2 t2
As:
1.00
"
0.2;#
ma> "
a4- "
ma>
= Sa-
;(.# N4mm2 SAFE
,axim$m de'&e*(ion o' (he p&a(e7Re,. F+rmu*as ,+r stress an' strain - R+ar& 8 +ung: #t$ E'iti+n 9 Ta-*e 11.): Case N+. 1a ma> " 7?-@)94Et@3 As:
a4- " 1.00 ?" 0.0))) #ma> .$n*orroded/ 0 0.0;311; mm #ma> = t42
SAFE
7F+r sa,et ,a%t+r9
N=1= S(i''ener o' B&ind F&an%e For H+dro(es( Condi(ion 1> 9er(i*a& s(i''ener Ca&*$&a(ion S(i''ener (o ?e $sed @ Sti,,ener sie 2!mm T 100 i't$ Sti,,ener t$i%&: ta E*asti% m+'u*us: E Minimum ie*' strengt$: S A**+a-*e stress: Sa " 0.#S A**+. m+ment +, inertia ,+r $+ri+nta* sti,,ener 7I a9
" " " " "
20;.333 %m)
!.01 in)
A**+. se%ti+n m+'u*us +, /erti%a* sti,,ener 7K a9
"
)1.# %m3
2.! in3
Distan%e -eteen /erti%a* sti,,ener: 5
" "
300 mm 300 mm
Load per $ni( &en%(h 0 TP x d
"
10;( N4mm
Reuire' se%ti+n m+'u*us +, /erti%a* sti,,ener K " 0.0)20.035< 2 Sa
"
1;.1 %m3
C$e%& Sti,,ener
a
Reuire' m+ment +, inertia Imin " 0.#5 ) 1(2Eta C$e%& Sti,,ener
"
"
Imin Ia
"
2!.0 200000 2#!.0 1;).2!
mm MPa MPa MPa
1.0 in 3(;;!.) psi 2#23.2 psi
11.; in 11.; in
1.11 in3
PASS
(.!0 %m)
0.23 in)
PASS
> Horion(a& s(i''ener Ca&*$&a(ion S(i''ener (o ?e $sed @ Sti,,ener sie 2!mm T 100 i't$ Sti,,ener t$i%&: ta
"
E*asti% m+'u*us: E
"
200000 MPa
Minimum ie*' strengt$: S A**+a-*e stress: Sa " 0.#S A**+. m+ment +, inertia ,+r $+ri+nta* sti,,ener 7I a9
" " "
2#!.0 MPa 1;).2! MPa 20;.333 %m)
!.01 in)
A**+. se%ti+n m+'u*us +, /erti%a* sti,,ener 7K a9
"
3 )1.# %m
2.! in3
Distan%e -eteen $+ri+nta* sti,,ener: 5 5engt$ +, $+ri+nta* sti,,ener: <
" "
300 mm 300 mm
Load per $ni( &en%(h 0 TP x d
"
10;( N4mm
Reuire' se%ti+n m+'u*us +, $+ri+nta* sti,,ener K " 0.0)20.03<52 Sa
"
1;.1 %m3
C$e%& Sti,,ener
a
Reuire' m+ment +, inertia Imin " 0.#<) 1(2Eta C$e%& Sti,,ener
"
"
Imin Ia
"
2!.0 mm
1.0 in
3(;;!.) psi 2#23.2 psi
11.; in 11.; in
1.11 in3
PASS
(.!0 %m)
PASS
0.23 in)
