revisi drawing
Transcript of revisi drawing
-
8/18/2019 revisi drawing
1/11
E
Euki:A:em
MEKANIKAL
•kontract No
047/PJ‚æ
P69700
P69701/[KS 0100/HK 03/2014
é
— Ð ‹ £
Document
Number:
3A+SB-Cs-WT-EF-003
JASA P[RANCANGAN,PENGADAAN DAN KONSTRUKSIP[M BANGU NAN FASIL[TAS P[NANGANAN BATUBARA
TANJUNG[NIM IAHAP [V
PERHITUNGAN DUST
SUPPRESSION
WATER
TANK
IT-120)
raNruNG
EN,M
-
BANG(o BARA'
-.,
HS
-
i,4
u
[^
t-1.
ŒQ
M
•v
yfƒŒ
•Y
T‚¢
S REV•M
•McERT'FIES T•¸
•¡
NlCAL COMPilANCE
‡V
T•¡THE SASè
FS`N099,¹
œ]¡
1:ë
:ε1.R
• Tƒ L
é }
ƒ Ñ
Ç
– P
i
lrL:”Q
x
‹ °
co•A uAC•¡R‚±QUlRCMEltrS
å «
:ŒQ
” d
ˆ û
IT
:|
•E
•¡
|'ƒC
||
2``,,1()15 IFA
Rl)•RR
HA•RK‚µ
•u
•RR
1•R,
PI •R‚èRR•RKI•R•R]R PT BllKIT•R•Rm
•\
‚Æ
P
Sesuaikan dengan EDL
WIKA
-
8/18/2019 revisi drawing
2/11
-
8/18/2019 revisi drawing
3/11
g
Bukii.ris.irr
EPC OF TAN•vUNG ENIM COAL
HANDLiNC FACILITƒÁ PHASE 4
CALCULAT10N FOR DUST SUppRESS10N WATER TANK
Doo No l‰w 8B CS•MEF 003
Rov lA
D,to 1 25 05 2016
Pago 1 4 oF12
2 PRELIMINARY THICKNESSES OF SH ELL PLATE
Mateial She•alate: SS400
RoF‚í
u
encel AP1 66rJ 0 6 3 Reil•œ
rencl AP1 651j PaΞ63
26D(H l,G 26D`H l,
Tc
E
•\•\•\
•\•\•\
•\•\
ˆê
Tl•]
•\•\•\•\•\•\•\•\
SO E St
Tc
E
R=quired n,, colc shel thick
TO • ] Req u red,1, des sn she•ah ck•]Tc+CA
Tl
• ] Required m o lƒ\
¶
ostet e test
shel thickness r,in ches
D
E
Nom•¡al diamel•œ
u
itank l•¡1
• ]
10 00 tet
H
E
• a19hti•um bollom o(the•‡•ue
• ]
1600 ‚ É:
under considerat on io the top oi
the shel incluline the:•B
an91e
G
• ]
Oesi9n spesiic l``11,OF•a
‚¶
‚¶
o le
• ]
1 000
sioΞ
=
CA
E
co•u
u
S10n a•a.•nce in l•¡
œ
es
• ]
0 113 inc•R
• ]
3 ,,•¡
SJ
E
Alo able stress ioithe Jes,3•¡
• ]
232]0
• u
œI AP1650 3 6 2 11
• œ
nd ilon in,sl
St
E
Alo able siress ioith•œ|,J•u = 2•œ :=3 ,•œ|ƒ€
P1650 3322,
stot c tesi cond tlo, ,,si
E
• ]
Joint Ettciencƒ\
• ]
131 ,,||'P1610 • ¡
,t,,ĥ
=|
• œ
•
‚
‚
0469
0213
0067
3000
0000
3000
3469
0263
3067
0372
0212
0053
0236
0236
0236
• R•Œ¢•Rr
6000
6000
6000
0,kl n
105029
105029
1 05029
|
i.ta
,ein.lsh.
r rle
(Kgl
L.fs
0‚¾
• u
E
cERT]FIES
t i50 07
‚
ˆ
•
•
•
•
•
•
•
•
‚
•
•@
ˆ
•œ
•
‚
‚
•
•
•N
•
•
•
•
•
•
•@
•œ
ˆê
•m
• œ
'
• ¡ • M¢ ¡
`•œ
]
• ]
] Œ
] ]
~ ~ ~
T•¡
13 RFVIE•M
V OOES NOT REL:VE THF CONTR•¡ CTOR
FR(,•¡ ANV CCINTRACTUAL OBL10AT:ON AND OThER
COllTttACT REQƒÒ
lREMENTS
ˆ
‚
‚
AP'ROV•œ
D
AP'ROV,D AS NOTED
R•¡
• R,•¡
|.AND R‚Æ
• R
'3Ml'
T–m ‚ç
-
8/18/2019 revisi drawing
4/11
kg
• ¡
11,IA
|•¡
•¡
•¡ •œ(,1'=•R •œ
–m1=ti:S
11~~•¡
• ¡
~7•c
• c
liII:'•¡
•u
•g
˜Z
•A
“ñ) ‚¤ •œ
=•g
|"‚¢ OCI•Œ: 1̂1, ti ,•u
1•œ11•¡ |•¡
•M
111•¡
,FI•Œ
1‚¾•æ
DC=S i•R
('•u
R"|`ƒ„
[ T•¡ • ¡ œœ ]
'éL
• ¡
l Tr,šg
• u
¡ ¡1ƒ€
'lƒÁ
• œœº
• u
|||ICI‚¶ A=OEL16AT:ON A•¡ C t,1•¡ IR
i,•¡
|•R
|•utƒn
• œ
• ¡
(,UIR•œ
• g
‚ É ¡
S
ˆê
•N
ˆê
ê
—¹
•v
•u
ˆê
ˆê
•@
ˆê
ˆê
•
P•¡
O•R
=D
A'P'•œ ƒ „•œ
AS NO•u tD
• ¡
=•œ
:‚ÓF•¡
• œ¡ è ¡Sƒ‰1;|•ŒT
II I=•u
,•¡
• œ
• Œ
J
`
:
,
• \ • \
• \
• \ \ • \
• ]
• \ \
\ • \ • L
\
• \
^|
-
8/18/2019 revisi drawing
5/11
The
maxmlm
he
qht
of
unstiffened
shel
sha nol
exceed the f. olrnq a u. acc.rdin
to
Para
3
S 7
,,,,,,ii,
r^l r
AveraOe
she
th.kfess ex.l d 0 24 inch
Nom
na tank
d amei.r n
ft
E asl
cl mocu
us ia.tor
M.r nul heghl
ofunslffened she
.
feel
1000 1•œ
et
89 43 mpl
100
2 720 32 1eet
4000 mls
1500 f•Eet
f Hl
,
H sllfner rng
not requ
L-d
inlermediate wind
girder
not required
P7‚à
IA ENAF•œ
ON
|11•¡
|,1 1tiit i:•¡
Ž s
~7~~~~^
T‚¢ 10 REviFvv cERTIF CS TEcIINicAL coMPl_|‚Ö N(
i4.
r-irHf
EASic
DEtTGN
OncuilEtjTA.t"rcr\E
rldr
y
'
*15
Ri:l/rEw
DOIS
NOT
REUVE
Tt-iE
COtttTRAaic
.IIJi\i
ANY
CONIRACTUAL
OBIIGATION
AND
]'II:
C0NTRACT
REOUtREiTTENTS.
:-1,
APpRovED
7
appplr,gn
r
s
ruorso
']-t
nqvrser;
alo
nr:url,ltt
'
r'
r,
l\11:
Hl
• ]
H
• ]
-
8/18/2019 revisi drawing
6/11
=
Ess.nla fa. tes fa.tor
Cl
=
Laier. earlhllake
fo..e
C2
=
Laieraleanhqlake torce
Xl
=
He
lht
frcm
iroLtom
cfTai[
St:e tc The Cenxod of
at.ra s. sn. for.e ,,Il
030
•]
04011
524 Ft
•]
1597 mm
lr'/s
=
T.ialreghl ofTlreTank She
=
7035 Lb
-
3217
K
t - HeghtfromtheaotlcmofT.fl =
639
Fl =
2.140 mn
She
to
The She
rs.enler
ol
Cd,ty
n Feet
l'ry
T.tlw.qhlofT.nkR..f
=
Lb K
Hl T.i.r h.
ght
.f Ta.k She
=
l50a Fl
=
,1572
mm
lJl
=
tielrtofefect . massof
=
.14510
Lb
=
13392
K
l.nk CanlenLs lhal
ho e
i
l',r2
=
,r/e
ihtolefect .
mass
of =
26il3i
Lo
=
ll95.1
KS
:nk
a nt
iLs that
move
,ih Tlre T:nk Shsl
n
tlre
irst
s osh ng
moae
12
=
Helht frcnr boLtom orT3ik
=
421
F\
=
2521 mnl
Sh
10
The
Centr.irl of
:rer3 e lm.
r..E .tr-2
/
• \
• R
• c
-
8/18/2019 revisi drawing
7/11
*&xt
&ikili..'il
EPC OF TAN•vNC ENIM COAL
HANDLING FAC:LlTY PHASE 4
CALCuLAT10N FOR DUST SUPPRESS10N WATER TANK
Do•œNo IBŠÑ
8B CS IVT EF 003
Ro, IA
Dato 1 25 05 2015P•B•œ 18•B12
7
TANK SHE[L STABI[TY AGAINST EAROUAKE LOAD(CONT,
D
• ]
1000 Ft
• ]
3048 mm
Ht
]
1500 Ft
• ]
4573 mm
H
]
13 78 Ft
]
4201 mn,
Yl
E
05H
• ]
639 Ft
Y2
E
H+116 D t9 A = 000 Ft
Al
• ]
D xHt
• ]
15000 S01
A2
E
Dx,D19A,x lj 5
]
000 Sl•¡
Al Yl + A2Y2
Al +A2
[FFECTIVE MASS OF TANK2
,VT
]
Tota Aeight oF Tank
content
D•Œ
•]
rato of D•Œ
PerF9 E-2:
R
l•ŒRT•]
12•ŒVT•]
Pe,Fig E 31 Xl•Œ•]
X2•Œ•]
06
009
038
06
73 LATERAL FORCE COEFFICIENT
Per Para E 3 3 1
Per F,9E41
PerTab e E-3 S•]
T = Ix,5
1F T•]
5
fT'45
C2•]
(0 75xS,T
C2•]
(135xS)•u
Xs•] 6890 2100
67516 L0
073
10510 [b
26 331 LB
624 Ft
e27 Ft
30652
1839
11954
1597
2521
‚ä
•@
‚ä•@
éÜ
•]]
Cl
•]
==, k•]
ƒ¿
•@
•@
•¬
T•] 187
•]
0401,
•]
•c•cc
•c
,•]
•\
•]
•c•c
•c•c•c
c
•c
PrS IA LI•RARCON EN0111Lœb
ING
l‘é
111T•¡
OASIC O•¡
'GN DOCu•E
E
•¡N'A110NS ONl'
,ŒûR¢¤ÉRŒr‚¢• Œ,•R n
• g
• RT RFI:VF THF O(•RTR•R
u
¡
Œ
M
• u
•œ
• g
ANY CONTRACTOAL OBL10AT,ON AND
¤
'I•œ
R
cO•RRACT REQU:REMENTS
:]ƒm
1ŒR
:—r:AS NOTED
• ¡R•u
V•R ¡
‚ Ö
"‚¶
RES‚è
'‚¢
T
| | :
• ]
¡
_____
Y2
Ht
-
8/18/2019 revisi drawing
8/11
ilri4
i
i.t.r
l:iI
t,-r
l
i
l.J
i_: t
i,
a ,:
;t
i
i.,i
r;
0ƒ€
TE
|
• Œ
0
• M•¡
• ¡|:1,,4'
_ __ i•¡ •¡,
¡
1•¡
,.‚²
1[l‡V
|
1lF:I‚è
11111131‚¾
‚¾
‚è
:ƒL
1’¶
'‚Ç
:lit.:
:::Ġ
::I“ñ ˆ T•¡
0ƒ‹
• k
½
’¹
:(1‚¨
• a
=
1•¡
•R
u
•¡
A•œ
R‚²
Qu‹¤
‚±
‚æ
‹T
/
II•œ
•R
‚Â
11,|
iT
-
8/18/2019 revisi drawing
9/11
&
3rr&,:rrr
EPC OF TAN•v
NC ENIM COAL
HANDLINC FACILITƒÁPHASE 4
CALCULAT ON FOR DUST SUPPRESS10N WATER TANK
Doo No 13A4 33 CS WT EFƒ3
Rov lA
D•œo 1 25 06 2015
P'9•B 1100F12
8 TAN K DATA FOR FOUNDAT10N CALCULAT10N
DATA F OR FttUN DAT10N
SEISMIC ZONE 3
ZO N E C O EFiCIENT Z
E 030
ESSENSIAL FACTO‚Í |
• E
100
SITE CO EFISIEN FACTOR S
E
100
Œ û
• ]
ZI(Cl'VS Xs•¡l,V`Ht+Cl,,l Xl+C21V2X2,
P
• E
Z(Cl WS+Cl Wi+Cl Wl+C2W2)
IJ • ] Ovenurnin9,,oment eppleO E 73 199 Lb FtE 10 129 KO m
P
• ]
S hear10•ue ai base
E
11 736 Lb
E
6328 K=
,,EIGHT FOR TANK PART
J
k
|
SHEL[PLAT[
TOP ANGLE
BAFFLE P„\E
BOTTOM PLATE
MANH OLES NOZZLES STAIR,VAY GuSSETS
TOTALƒTEIG HT,EMPTY I EIGHT,
TOTALƒTEIG HT,E M PTƒÁV EIGHT+INT PARTS,
DEAD 3[IV[LOADI
APP[IED ON SHELL PƒŒ[
,,EIGHT OF TANK CONT[NT
,VEIGHT OFI'ATER FoR HYDROTEST
,VEIGHT OF OPERAT10N TANK
'VEIG HT OF HYDROSTATIC TEST
‚
•œ
‚‚
‚
•@
‚…
‚Ñ
‚v
‚v
‚v
‚v
•@
‚v
‚v
Wdls
Vt
Ww
V Ito
Vyth
T•¡
S
l•¡̀|| ,ƒBli S
6 940 Lb
145 L0
o L0
1 167 Lb
3 500 Lb
l1763
µ
l1753 Lb
3750
67516
74337
33010
90330
•u
AL'AR•œ
ON EN
‚ ¡
"ILE’†
‚ ²
T‚̄ F•œsic DEsiGN DRttVlEvv ooEs lloT
3,15r
KG
66 KG
I]KG
530 KG
1
703
KG
rll:rtiii.lll
FE
‚ ¶
G
TECHNIcƒn
co•Aoll•E
E
cull‚Ńlêt1•œs o‘Ī
ELIVE THE coNTR,C
ICE
OR
'ƒÃ
“ñàŽ1:ŠíƒÌY“b •AÅ
•‹BttGAT„_
AND oT
`•\
• R
::J
E
FylŒ
/21J'R[bl‚Í
,JlƒÁ
]
32906
É
m
i1 1 11•¡
, ,•¡
01 Lb•Œ
t
E
6 87 alm
=_ 119ƒˆ
³
™ï
=•`
:=‚ä
,F=
VVsp= lls,(•¡D,
,Via = VVto l(•¡
D,
Wrs•]
Wd‚É(•¡D,
,Vsp= She•a
late deaJ loaJ
'Vt3
]
TOp an91•B
eod load
71s
]
RooFOeod and lvelo30 appleO on shel
-
8/18/2019 revisi drawing
10/11
V.rti€
prole.led
.rea .f she
rni roof
cotresponded
to
q
Helhtof centre
EE lT
of lank
76 30 k91m•E
1304 m'
1 021 50 kg
210m
Tha TotalMoment is
the sum
ot allthe homent
r
=
Tol:
orerlunn m.menl
The
TotalShear
Force atthe base ofth. tank:
Dead load
Resisting Moment
s
=
2r3r(WtDi2)
tti
=
She
weOht:va
:ble
lo
ESsi up in
(bs)
D
=
T.ik
Olamelerrrt)
Lr:..]
o:d
resstn
l,lomefl
s
2 161 63 1bs
''|‚¢
:A
‚½
Nƒ€
=•œ
ON ENciN•¡
‚±
RING
DATE: c
558
IPI•¡
lƒb • ¡
3T‚±
• E
E
‹ T
1_
• ¡
1
• E
1 360 72 1bs i
• u
1•¡ .i‰« • œœ
A
,•¡ • œ•c
__ I
• ]
Y
As
perAP650 p:ra
ll
Tcta O?erturr.i llornentdle lo
(fd
€r...as
"
in6Gaitta"airaaj*jsi*,lev,pnsli
Mw•…•Œ(W D)•Œ >> |•¡
•u
|=F=|•¡
•œ
•¡
-
8/18/2019 revisi drawing
11/11
Penulisan dimensi tolong
disesuaikan dengan standar,
6' itu apa?
20'/6.0 mm itu apa?