Title CALCULATION SHEET OF 5000 KL C TANK Document No. Form
Client Project Name
STRUCTURAL CALCULAT CALCUL ATION ION SHEET of 5000 KL HFO STORAGE TANK
APACITY HFO STORAGE Revision
Sheet of
1.0
REFERENCES
SNI 03 – 1734
2.0
:
SNI 03 – 17#7 SNI%03%17#&%#00# +B( 1,,7 .(I 31/ – 0# .PI &0
:
.S(
:
.S' .&1
:
.S' .3& .IS( , t dition
:
: : : :
:
Petunjuk Perencanaan Beton Bertulang dan struktur Dinding Bertulang untuk Ruma dan !edung" #00# Pedoman Perencanaan Pem$e$anan untuk Ruma dan !edung" #00# 'ata (ara Perencanaan )etaanan !em*a untuk Bangunan !edung +ni-orm Building (ode 1,,7 .merican (oncrete Institute : Building (ode Reuiriments -or Buildings .merican Petroleum Institute : 2elded Steel 'anks -or il Storage .merican Societ5 o- (i6il ngineering : inimum Design 8oads -or Building and ter Structures .merican Societ5 -or 'esting aterials S*eci-ication -or De-ormed and Plain Billet Steel Bars -or (oncrete Rein-orcement Standard S*eci-ication -or Structure Steel9 and eat 'reated ;oints .merican Institute o- Steel (onstruction
DESIGN CRITERIA
#91 aterial S*eci-ications Steel (oncrete Rein-9 Bar ?De-ormed@ Rein-9 Bar ?Plain@ .ncor Bolt (oncrete Densit5 Soil Densit5 Sand !ra6el ?Sirtu@ Densit5 #9# 8oading Dead 8oads In *eration 8oads 2ind 8oads artuake 8oads
: .S' .%3&
)%300 : B;'D40=.S' &1 : B;'D#4=.S' &1 : .S' 307 :
: : :
: : : :
-5 ->c -5 -5 -t γ $eton γ tana γ *asir
< < < < < < < <
#400 #/0 4000 #400 #0 #400 1&00 1/00
kg=cm# kg=cm# kg=cm# kg=cm# ki*s kg=m3 kg=m3 kg=m3
D8 8 28 8
#93 8oad (om$ination in using 8RAD 1.4 DL 1.2 DL + 1.6 OL 1.2 DL + 1.6 WL + 0.5 OL 1.2 DL ± 1.0 EL + 0.5 OL 0.9 DL ± (1.6 WL atau 1.0 EL)
3.0 CALCULATION 391 Plan and Section Detail
1 D D d t $ SC S5 (C1 (C#
1#9000 m ?tank eigt@ #490#4 m ?outer diameter tanki@ #49000 m ?inner diameter tanki@ 09/0 m ?ringall eigt@ 090 m ?c* -oundation tickness@ 090 m ?ringall idt@ -oundation outer diameter -oundation eigt -oundation inner diameter circum-erence *late -oundation idt
SC S5 (C1 (C# (C3
D #E09$ td D % #E09$ (C1 % #E09&
#490 1930 #390 #90 ##930
m m m m m
1.0
REFERENCES
SNI 03 – 1734
:
SNI 03 – 17#7 SNI%03%17#&%#00# 39# 8oading Data
: :
Petunjuk Perencanaan Beton Bertulang dan struktur Dinding Bertulang untuk Ruma dan !edung" #00# Pedoman Perencanaan Pem$e$anan untuk Ruma dan !edung" #00# 'ata (ara Perencanaan )etaanan !em*a untuk Bangunan !edung
: D8 : 88 : 2 : 2 : 2 8 : R 2 : 2
Dead 8oad ?Sell" Roo- F Ct9Struct9 8oads@ 8i6e 8oad +ni-orm 8oad" *erating (ondition +ni-orm 8oad" 5drotest 8oad Base Sear due to 2ind Reaction due to 2ind oment Due to 2ind Base Sear due to Seismic 8oad Reaction due to Seismic 8oad oment Due to Seismic 8oad 393 Aoundation utline Ring 2all 2idt Ring 2all eigt Soil (o6er Aooting uter Dia Aooting Inner Dia
:G : R S : S
$< dt < dt <
090 1930 1930
m m m
SC < (C1 <
#490 #390
m m
.reas F oment o- Inertia .A < π ? SC # %(C1# @ = 4 .rea o- Ring Aoundation .S < π (C1# = 4 .rea o- Soil .' < π D# = 4 .rea nclosed $5 'ank 2 < Section modulus o- ring -oundation 3 3 < 1=3# E π E ?SC % (C1 @ 8oading at Bottom o- Aoundation J (ontent 8oad trans-erred to Ring ? P 1 @ J (ontent 8oad trans-erred to Soil ? P # @
2,065 kg=m 750 kg=m 9,505 kg=m# 10,324 kg=m# 26,150 kg 100 kg=m 156,900 kg9m 4,206 kg 13 kg=m 25,238 kg9m
< < < <
491#J ,9//J
1&,9&7 m
Sx DO Cx1
37970 mH 433974 mH 4#93, mH <
< < <
37&",,191# cmH 4"337"3&193& cmH 4"#3"/,394# cmH 1&,"&70"4&9,, cm3
P 1 < ?.' % .S @ = .' ?J@ P # < 100J % P 1
1.0
REFERENCES
SNI 03 – 1734
: Petunjuk Perencanaan Beton Bertulang dan struktur Dinding Bertulang untuk Ruma dan !edung" #00# : Pedoman Perencanaan Pem$e$anan untuk Ruma dan !edung" #00# SNI 03 – 17#7 : 'ata (ara Perencanaan )etaanan !em*a untuk Bangunan !edung SNI%03%17#&%#00# 494 8oading Summar5 Be$an 5ang akan menjadi in*ut dalam anal5sis
8oads
Remarks
D8
ui* recting 2 88 2 88
8 28 8
Gertical ?kg@ Belo Ring ?N R @ Belo Soil ?N S @ 1"&,# % 177"#,, 4"1##"&&# &"4, % #33"/47 1&,"##3 7"07 % ,/# %
2ind 8oad Seismic 8oad
oriKontal ?kg@
oment ?kg9cm@ o LLL LLL LLL LLL 1"&,0"040 #"#3"77
% % % % #&"10 4"#0&
49 Sta$ilit5 o- Aoundation Soil Data .ssume (P' No9
De*t ?m@
S%01 S%0#
1940 19&0 1940
c 39#0 39#0 /9#
19&0
1#97/
1900 3900
S%03
c M19m
+nit
39#0 109&
&93, 39#0 &94/ kg=cmH
kg=cm#
9,
c a6erage < SA < 3 .ccording to Scmertmann ?1,7/@" $earing ca*acit5 on Silt5 -or suare -oundation t5*e are as -ollo: σ all < ?0934Ec@=SA < ?0934E&94/@=3 < #940 kg=cmH : P R < N R = .A =2 : P S < N S = .S
aCimum Soil Pressure Belo Ring aCimum Soil Pressure Belo Soil (ecked to te Soil Pressure (om$ination 8oads 194 D8 19# D8 19& 8 19# D8 19& 28 09 8 19# D8 190 8 09 8 19# D8 % 190 8 09 8 09,D8 190 8 09,D8 % 190 8
σ ?kg=cm#@
and
Results
?P S
N R =.A
=2
P R
P S
.lloa$le
dan P R .llo@
097/ 19#4/ 097&3 09733 097#/ 09374 %09003
09000 09000 0914/ 0901 %0901 0901 %0901
097/ 19#4/ 09,11 0974/ 09713 093/, %09017
09000 19# 0947 0947 0947 09000 09000
#940 #940 #940 #940 #940 #940 #940
P.SS P.SS P.SS P.SS P.SS P.SS P.SS
49& 6erturning (ecked Resistant moment : r < N9Do = # ?kg%cm@ Sa-et5 Aactor : Ao < r=o
(om$ination 8oads
Pallo : .lloa$le Soil Pressure Pallo : .lloa$le Soil Pressure
O Aoallo : inimum Sa-et5 Aactor -or 6erturning
r ?kg9cm@
194 D8
#&1"/#4"1#3
19# D8 19& 8 19# D8 19& 28 09 8 19# D8 190 8 09 8 19# D8 % 190 8 09 8 09,D8 190 8 09,D8 % 190 8
&73"/&"&&1 37,"#,7"044 3&&"04/"747 3&3"&,0"0,& 1&,"4,4"/33 1&7"13&"1/#
o ?kg9cm@
Ao < r=o %
% 1"&,0"040 #"#3"77 ?#"#3"77@ #"#3"77 ?#"#3"77@
Aoallo
Results
?Ao O Aoallo@
,,,
190
P.SS
,,, #4 14 144 &7 &&
190 190 190 190 190 190
P.SS P.SS P.SS P.SS P.SS P.SS
1.0
REFERENCES
SNI 03 – 1734
:
SNI 03 – 17#7 SNI%03%17#&%#00# 497 6erturning (ecked Resistant -orce : r < 09 N ?kN@ Sa-et5 Aactor : As < r =
: :
Petunjuk Perencanaan Beton Bertulang dan struktur Dinding Bertulang untuk Ruma dan !edung" #00# Pedoman Perencanaan Pem$e$anan untuk Ruma dan !edung" #00# 'ata (ara Perencanaan )etaanan !em*a untuk Bangunan !edung
O Asallo : inimum Sa-et5 Aactor -or Sliding
(om$ination 8oads
r ?kg9cm@
194 D8 19# D8 19& 8 19# D8 19& 28 09 8 19# D8 190 8 09 8 19# D8 % 190 8 09 8 09,D8 190 8 09,D8 % 190 8
o ?kg9cm@
10/",/4 #/0"4,3 17"//3 1#"3&/ 11"3/& 1"&,4",4/ 1"&71"3&#
49/ Ring 2all
As < r=o % % 41"/40 4"#0& 4"#0& 4"#0& 4"#0&
Results
Asallo ,,, ,,, 4 3& 3& 403 3,7
190 190 190 190 190 190 190
P.SS P.SS P.SS P.SS P.SS P.SS P.SS
C. L
PS
F df
Di
Ka γ soil df
KaPS
T
T
(om$ination 8oads: 19#D8 19&8 ? aCimum 8oads on te Ringall@ u < 19#4/ kg=cmH < 1#"4/1 kg=m# Soil Data : γ soil
<
φ
<
1&00 kg=m3 119# deg
< tan# ?4%φ/ #@ < 09&747131733 Ring 2all Data: Ring 2all 2idt: $ < 090 Inner Diameter: D < (C1 Ring 2all eigt: d < 1930 )a
8oading oo* Stress
oo* 'ension
:
m < m
#49000 m
A1 A# A
< uE)aEd - E)aEd - # < E γsoil < A1 A#
< < <
'
< EAEDi
<
.t
< '=-5
<
.smin
< 0900#E$Ed -
10",47 kg=m ,1# kg=m 11"/, kg=m 14#"31# kg
Circu!"r"#ci$% R"i#!&rc""#' oo* 'ension rein-9 $ar area 3"/ mm#
.s min = .(I%31/%0%149393 .rea o- Re$ar Reuired <
<
ARE
1"&# mm#
3558
mm#
Bar siKe ?d$@
16
Sectional area
201
mm# mm#
Reuired No9 o- Bars
18
Re-er to .(I 31/ Section 149394 : Rein-orcement $ar using 'o 8a5ers -or Aoundation 2all tickness more tan #0mm9 Di(u#$)$# 'u%$#($# Penulangan Gertikal ? "r'ic$% R"i#!&rc""#' @ % .s min = .(I%31/%0%14939# .smin
9 * D16
+$r &# "$c- !$c"
< 09001E$
<
Bar siKe ?d$@
13
Sectional area
133
Reuired s*acing o- $ars
177
Di(u#$)$#
D13 150 c/c D16*200
70 mm#=m mm# mm# mm
?Ao O Aoallo@
Mechanical Calcla!ion Shee! of 5000 KL HFO S!o"a#e Tan$ Ca%aci!&
!
DEAD LOAD "D# 1.1
1.$
1.-
1.2
Shell Plate Course 1& Plate 1'$' ( )*9) Course $& Plate 1'$' ( )*9) Course -& Plate 1'$' ( )*9) Course 2& Plate 1'$' ( )*9) Course & Plate 1'$' ( )*9) Course )& Plate 1'$' ( )*9) Course 0& Plate 1*-$ ( )*9) To$a% She%% P%a$e &e'(h$)
Qty 1111111-
/cs /cs /cs /cs /cs /cs /cs
eight !"g#mm m$% 0.' 0.' 0.' 0.' 0.' 0.' 0.'
3ottom Plate No. 1,20 Plate 1*&'m $ ( 'mm Th"& +,-) To$a% -o$$o. P%a$e &e'(h$)
Qty 20
/cs
eight !"g#mm m$% 0.'
Total eight !"g% -1&'00 /!+,
Roof Plate No. 1,20& Plat 1'$' ( )*9) ( 'mm Th"& +,-) To$a% Roo1 P%a$e &e'(h$)
Qty 20
/cs
eight !"g#mm m$% 0.'
Total eight !"g% -1&'00 /!+,
Qty 12 1*2 $'' 122 -' $-2 1 1 1 1 1 ' ' ' 9)
m m m m m m /cs /cs /cs /cs /cs /cs /cs set set
6nit eight 2 2 19 19 2* 1 0.' 0.' 0.' 0.' 0.' 0.' 0.' 0.' 0.'
( ( ( ( ( ( (
1$mm 1*mm 1*mm 'mm 'mm 'mm 'mm
Th"& Th"& Th"& Th"& Th"& Th"& Th"&
+,-) +,-) +,-) +,-) +,-) +,-) +,-)
4ast Columns an5 Roof Frames Pi/e '7& 812m& Sch. 2*& 1/cs Pi/e '7& 81-m& Sch. 2*& '/cs Rafter1& 81$m& F $**.1**.2&.0mm& $2/cs Rafter$& 8)m& F $**.1**.2&.0mm& $2/cs :ir5er1& 82&0m& F -**.1*.)&.9mm& '/cs in5 :ir5er& 81$m& $ ( CT 1$(1$()(9mm& 1-/cs 3ase Plate Center Column '* ( '* ( 'mm Th"& +,-) Sti
Page 9 of 11
l eight !"g% 1-&)2) 11&-0$ 11&-0$ 9&*9' 9&*9' 9&*9' &1-) 5*+5,5
Total eight !"g% "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m "g#m
)-* 2&)'* &20$ $&0-) 1&$* -&1$* 91 0 11'$ -1 1$) 10) 1$) 1$1 !+0,
Mechanical Calcla!ion Shee! of 5000 KL HFO S!o"a#e Tan$ Ca%aci!& 1.
1.)
No==les No==les& Flange an5 Sch.2* Pi/e 4anholes To$a% No66%e) &e'(h$)
Qty 1 -
8ot /cs
6nit eight 1** $**
"g "g
Total eight !"g% 1&** )** 7+!00
Stair an5 >an5rail Stair an5 >an5rail incl. accessories& +ST4 +-) S$a'r a4d Ha4dra'% To$a%
Qty 1
8ot
6nit eight $***
"g
Total eight !"g% $&*** 7+000
To$a% &EIGHT , Tolerancy Dead Load "D L# Inner Diameter Tank Tank Perimeter
7
/
= =
Dead Load+ D L
'
LIVE LOAD "L# 6niform Roof 8oa5 Roof 8oa5 !8ive 8oa5% Roo1 Load "L'e Load#
9
= =
()0*5 $#+,
1$
14AID2
/nirm La& Oeratin' 3n&itin O
*
UNIFOR2 LOAD+ HYDROSTATIC CONDITION Nomi nal Ca/a city 54!1 m$%ui& Wei't /nirm La& &rtati7 3n&itin h
121&-' 12&12 !55+87
24.000 m 5.!9" m
"g#m$ !Data Sheet% )&29 "g 50 k(:.
UNIFOR2 LOAD+ OPERATING CONDITION or "i ng Ca/ac ity !Data Sheet% 5000 mS: Flui5 !Data Sheet% # 0."6 Flui5 Density # ,- $%ui& ,- W ater 1000 k'm ! $%ui& Wei't Tank *rea
1*@
= =
"60
k'm ! 4!00000 k'
m2 452 m2 =
$%ui& Wei't Tank *rea
=
$#+,(
-)505
!Data Sheet% = =
10).(/
Page 1* of 11
460660 k' $#+,(
?g ?g K(
Mechanical Calcla!ion Shee! of 5000 KL HFO S!o"a#e Tan$ Ca%aci!& 5
&IND LOAD "&L# in5 S/ee5 BD Shell Plate Tinggi Tan"i& >
= = = *:
ertical Plane
120 kmr 24.02 m 12.00 m =
(Data ,eet)
OD 8 2"" m2
=
Dari 63C 1990 3e Cg E Design in5 Pressure& P Ce = 7mine& ei't e8ure an& 'ut a7tr 7ei7ient a 'i:en in Ta%e 16;- (/<3 199) = 1.2! (E8ure 3) Cg = reure 7ei7ient r te tru7ture r rtin tru7ture un&er 7ntru7tin a 'i:en in Ta%e 16; (/<3 199) = 0." (inar& a%%) s = in& ta'natin reure at tan&ar& ei't 10000 mm a rt in Ta%e 16;$ (/<3 199) = 0.9 k?m2 (16.4 ) E = imrtan7e a7tr a et rt in Ta%e 16;> (/<3 199) = 1.15 (Eentia% a7i%itie) P = 0."9 k?m2 Win& La& L $) k? = P 8 *: = = (*)150 $# Bmen at Tank
8
=
15*)-00
$#,
W L(0."D) 8 2
= = =
50 k' $#+,
100
(La& n @in'a%%)
SEIS2IC LOAD "EL or V# ,eimi7 $a7tr # ,/- II (Data ,eet) ,eimi7 Ane $a7tr A = 0.15 Ba8imum ,eimi7 La& (&ei'n ae ear)# C C = 2.53aIW@ 3a I @
= = =
0.1" 1.25 4.5
(Ta%e E;2 *PI;650 r ,eimi7 $a7tr 2*) (/<3 199 ,e7tin 16!0.2.1)
(ta%e 16; /<3 199 r ,7 &an A=0.15) (ta%e 16;> /<3 199 r Eentia% a7i%itie) (ta%e 16;? /<3 199 r 3n7rete ear a%%)
=
DL + W O
Cmak
'
155)*-( $# 19461 k'
Binimum Dei'n ,eimi7 La& (&ei'n ae ear)# C C = 0.113aIW Cmin '
(/<3 199 ,e7tin 16!0.2.1) !"5! k'
Dei'n ,eimi7 La& (&ei'n ae ear)# C C = 3:IW(@T) T
'
3t(n)!4
3t n T
' ' =
0.0!1 .2 0.!21!
3:
=
2
(/<3 199 ,e7tin 16!0.2.1)
(/<3 199 ,e7tin 16!0.2.2 Bet& *)
0.25
(ta%e 16;@ /<3 199 r ,7 &an A=0.15) /)(0* $#
'
Bmen at Tank
'
(5)(.3
(-:ern)
$#,
@ea7tin &ue t C @ R4
= = '
C(1.0D) 8 2 9"2 k' 1. $#+,
(La& n @in'a%%)
Page 11 of 11
(' = 9." m 2%
