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PROJECT : Pembangunan Pabrik Gula Terpadu, Glenmore
JOB NO : W-IGG
REF.NO : 01/W-IGG/IX/15
DATE : 02 August 2015
DOCUMENT TRANSMITTAL :
To : Konsultan MK EM
RT.01/RW.06 No. 36, Ds. Karangharjo PPM
Kec. Glenmore, Banyuwangi CM
UP : Bp. Heri Rustamaji QA/QC Mgr
Cc. : PT. Industri Gula Glenmore
Jl. Raya Jember Banyuwangi, Ds. Karangharjo
Kec. Glenmore, Banyuwangi
UP : Bp. Arifin Said
DISCIPLINE
From : PT. WELTES ENERGI NUSANTARA DOC CONTROL: JL. Raya Kedamean No. 168 Mojotengah
Menganti - Gresik 61174
The Following :
Are transmitted herewith for :
The Documents are :
No. Document No. Rev. No. Quantity Size TITLE Ti REMARK
SIPIL
1 IGG-CV-CAL-200-180C-W 0 3Set A4 R1,R2,R3 CENTRIFUGAL STRUCTURE (E1390) CALCULATION SHEET IFC
2 IGG-CV-CAL-200-180D-W 0 3Set A4 A,B,C1,C2 CENTRIFUGAL STRUCTURE (K-3300) CALCULATION SHEE IFC
3 IGG-CV-CAL-814-620-W B 3Set A4 PIPE RACK CALCULATION SHEET IFA
Remarks : Please send back this cover letter to Rekayasa Jakarta Signature :
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B FOR APPROVAL 2 Sept 2015 HERI DEVI BAGUS
REV. URAIAN TANGGAL DISIAPKAN DIPERIKSA DISETUJUI DISETUJUI
NAMA PROYEK : PEMBANGUNAN PABRIK GULA GLENMORE
PEMILIK PROYEK : PT INDUSTRI GULA GLENMORE
LOKASI : BANYUWANGI, JAWA TIMUR
NAMA BANGUNAN : PIPERACK STRUCTURE CALCULATION SHEET
NO. PERALATAN : PIPERACK A, B1, B2, C, D, E, F1, F2, G, & H
NO. DOKUMEN : IGG-CV-CAL-814-620-W
APPROVAL CALCULATION SHEETS
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DESAINCALCULATION
PIPERACKUTILITY
PTINDUSTRIGULAGLENMORE
NODOC:IGGCVCAL814620W
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DESAINCALCULATIONPIPERACKA
PIPE2(OD.60,3).PIPE6(OD.168,3).PIPE8(OD.203,2).20(OD.
508).48(OD.1219).And64(OD.1626)
PT.INDUSTRIGULAGLENMORE
I. Location.
Location
PT.
INDUSTRI
GULA
GLENMORE
at
SidodadiDesaKarangharjo,
Banyuwangi.
II. Methods andReferences forstructuralanalysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
TataCaraPerencanaanKetahananGempauntukBangunanGedung (SNI1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
Load
Detail
a. DeadLoad
Internal =Selfweigtofmaterialsupport performedbySAP2000V.15.2.1
External= PipeWeighttotal430ton
b. LiveLoad
Worker
=100
kg
c. Windload
Refference :AccordingtoASCE7(bySAP2000)
Windspeed(56mph) :40kg/m
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IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A.
Model
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B. LoadInput
a.
DeadLoad
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b.
LiveLoad
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c.
Wind
WindX
InputWindXLoad (Xaxisdirection,SAP2000)
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WindY
InputWindYLoad (Yaxisdirection,SAP2000)
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d.
EarthQuake
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
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a. GeneralGraphicStressRatio
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b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio RatioType ErrMsg WarnMsg
Text Text Text Text Unitless Text Text Text
40 H200X200X8X12 Column NoMessages 0.144785 PMM NoMe ss age s NoMessages
35 H200X200X8X12 Column NoMessages 0.167988 PMM NoMe ss age s NoMessages
95 H396X199X7X11 Beam NoMessages 0.091054 PMM NoMe ss age s NoMessages
39 H200X200X8X12 Column NoMessages 0.438037 PMM NoMe ss age s NoMessages
34 H200X200X8X12 Column NoMessages 0.438037 PMM NoMe ss age s NoMessages
94 H396X199X7X11 Beam NoMessages 0.402881 PMM NoMe ss age s NoMessages
59 H150X75X5X7 Beam NoMessages 0.359355 PMM NoMe ss age s NoMessages
114 H150X75X5X7 Beam NoMessages 0.37938 PMM NoMe ss age s NoMessages
58 H200X100X5.5X8 Beam NoMessages 0.438124 PMM NoMe ss age s NoMessages
113 H200X100X5.5X8 Beam NoMessages 0.409065 PMM NoMe ss age s NoMessages
92 H396X199X7X11 Beam NoMessages 0.583944 PMM NoMe ss age s NoMessages
33 H200X200X8X12 Column NoMessages 0.591653 PMM NoMe ss age s NoMessages
38 H200X200X8X12 Column NoMessages 0.567163 PMM NoMe ss age s NoMessages
32 H200X200X8X12 Column NoMessages 0.552677 PMM NoMe ss age s NoMessages
37 H200X200X8X12 Column NoMessages 0.565646 PMM NoMe ss age s NoMessages
31 H
200X200X8X12 Column No
Messages 0.599844 PMM No
Me ss age s No
Messages36 H200X200X8X12 Column NoMessages 0.611433 PMM NoMe ss age s NoMessages
15 H200X200X8X12 Column NoMessages 0.514413 PMM NoMe ss age s NoMessages
30 H200X200X8X12 Column NoMessages 0.49697 PMM NoMe ss age s NoMessages
14 H200X200X8X12 Column NoMessages 0.80053 PMM NoMe ss age s NoMessages
29 H200X200X8X12 Column NoMessages 0.814878 PMM NoMe ss age s NoMessages
13 H200X200X8X12 Column NoMessages 0.817196 PMM NoMe ss age s NoMessages
28 H200X200X8X12 Column NoMessages 0.805919 PMM NoMe ss age s NoMessages
12 H200X200X8X12 Column NoMessages 0.406422 PMM NoMe ss age s NoMessages
27 H200X200X8X12 Column NoMessages 0.406422 PMM NoMe ss age s NoMessages
11 H200X200X8X12 Column NoMessages 0.574685 PMM NoMe ss age s NoMessages
26 H200X200X8X12 Column NoMessages 0.565696 PMM NoMe ss age s NoMessages
10 H200X200X8X12 Column NoMessages 0.562698 PMM NoMe ss age s NoMessages
25 H200X200X8X12 Column NoMessages 0.572439 PMM NoMe ss age s NoMessages
9 H200X200X8X12 Column NoMessages 0.460357 PMM NoMe ss age s NoMessages
24 H200X200X8X12 Column NoMessages 0.443452 PMM NoMe ss age s NoMessages
8 H200X200X8X12 Column NoMessages 0.491775 PMM NoMe ss age s NoMessages
23 H200X200X8X12 Column NoMessages 0.502966 PMM NoMe ss age s NoMessages
57 H200X100X5.5X8 Beam NoMessages 0.346914 PMM NoMe ss age s NoMessages
56 H200X100X5.5X8 Beam NoMessages 0.450077 PMM NoMe ss age s NoMessages
55 H200X100X5.5X8 Beam NoMessages 0.450017 PMM NoMe ss age s NoMessages
52 H150X75X5X7 Beam NoMessages 0.568936 PMM NoMe ss age s NoMessages
51 H200X100X5.5X8 Beam NoMessages 0.33531 PMM NoMe ss age s NoMessages
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105 H200X100X5.5X8 Beam NoMessages 0.322265 PMM NoMe ss age s NoMessages
104 H200X100X5.5X8 Beam NoMessages 0.337989 PMM NoMe ss age s NoMessages
103 H150X75X5X7 Beam NoMessages 0.197552 PMM NoMe ss age s NoMessages
90 H396X199X7X11 Beam NoMessages 0.583836 PMM NoMe ss age s NoMessages
88 H396X199X7X11 Beam NoMessages 0.640206 PMM NoMe ss age s NoMessages
86 H396X199X7X11 Beam NoMessages 0.414208 PMM NoMe ss age s NoMessages
85 H396X199X7X11 Beam NoMessages 0.617415 PMM NoMe ss age s NoMessages
81 H396X199X7X11 Beam NoMessages 0.617292 PMM NoMe ss age s NoMessages
80 H396X199X7X11 Beam NoMessages 0.347651 PMM NoMe ss age s NoMessages
78 H396X199X7X11 Beam NoMessages 0.535375 PMM NoMe ss age s NoMessages
76 H396X199X7X11 Beam NoMessages 0.525398 PMM NoMe ss age s NoMessages
74 H396X199X7X11 Beam No
Messages 0.379664 PMM No
Me ss age s No
Messages
73 H396X199X7X11 Beam NoMessages 0.411425 PMM NoMe ss age s NoMessages
47 H200X100X5.5X8 Beam NoMessages 0.398989 PMM NoMe ss age s NoMessages
45 H200X100X5.5X8 Beam NoMessages 0.395802 PMM NoMe ss age s NoMessages
44 H200X100X5.5X8 Beam NoMessages 0.413285 PMM NoMe ss age s NoMessages
43 H200X100X5.5X8 Beam NoMessages 0.419388 PMM NoMe ss age s NoMessages
102 H200X100X5.5X8 Beam NoMessages 0.36598 PMM NoMe ss age s NoMessages
100 H200X100X5.5X8 Beam NoMessages 0.406731 PMM NoMe ss age s NoMessages
99 H
200X100X5.5X8 Beam No
Messages 0.396253 PMM No
Me ss age s No
Messages98 H200X100X5.5X8 Beam NoMessages 0.44774 PMM NoMe ss age s NoMessages
71 H396X199X7X11 Beam NoMessages 0.625288 PMM NoMe ss age s NoMessages
69 H396X199X7X11 Beam NoMessages 0.655222 PMM NoMe ss age s NoMessages
67 H396X199X7X11 Beam NoMessages 0.655224 PMM NoMe ss age s NoMessages
65 H396X199X7X11 Beam NoMessages 0.655329 PMM NoMe ss age s NoMessages
63 H396X199X7X11 Beam NoMessages 0.471123 PMM NoMe ss age s NoMessages
60 H396X199X7X11 Beam NoMessages 0.195673 PMM NoMe ss age s NoMessages
7 H200X200X8X12 Column NoMessages 0.65141 PMM NoMe ss age s NoMessages
22 H200X200X8X12 Column NoMessages 0.65141 PMM NoMe ss age s NoMessages
6 H200X200X8X12 Column NoMessages 0.681258 PMM NoMe ss age s NoMessages
21 H200X200X8X12 Column NoMessages 0.681258 PMM NoMe ss age s NoMessages
4 H200X200X8X12 Column NoMessages 0.697333 PMM NoMe ss age s NoMessages
19 H200X200X8X12 Column NoMessages 0.697333 PMM NoMe ss age s NoMessages
3 H200X200X8X12 Column NoMessages 0.561156 PMM NoMe ss age s NoMessages
18 H200X200X8X12 Column NoMessages 0.558663 PMM NoMe ss age s NoMessages
1 H200X200X8X12 Column NoMessages 0.200779 PMM NoMe ss age s NoMessages
16 H200X200X8X12 Column No
Messages 0.203509 PMM No
Me ss age s No
Messages
54 H150X75X5X7 Beam NoMessages 0.508487 PMM NoMe ss age s NoMessages
53 H396X199X7X11 Beam NoMessages 0.309813 PMM NoMe ss age s NoMessages
109 H150X75X5X7 Beam NoMessages 0.542413 PMM NoMe ss age s NoMessages
108 H396X199X7X11 Beam NoMessages 0.309398 PMM NoMe ss age s NoMessages
82 H200X100X5.5X8 Beam NoMessages 0.596918 PMM NoMe ss age s NoMessages
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77 H200X100X5.5X8 Beam NoMessages 0.596871 PMM NoMe ss age s NoMessages
79 H200X100X5.5X8 Beam NoMessages 0.59667 PMM NoMe ss age s NoMessages
87 H200X100X5.5X8 Beam NoMessages 0.596457 PMM NoMe ss age s NoMessages
89 H200X100X5.5X8 Beam NoMessages 0.596571 PMM NoMe ss age s NoMessages
91 H200X100X5.5X8 Beam NoMessages 0.596826 PMM NoMe ss age s NoMessages
93 H200X100X5.5X8 Beam NoMessages 0.596491 PMM NoMe ss age s NoMessages
70 H200X100X5.5X8 Beam NoMessages 0.596589 PMM NoMe ss age s NoMessages
2 H396X199X7X11 Beam NoMessages 0.33051 PMM NoMe ss age s NoMessages
17 H200X200X8X12 Column NoMessages 0.319579 PMM NoMe ss age s NoMessages
61 H200X200X8X12 Column NoMessages 0.319579 PMM NoMe ss age s NoMessages
96 H200X100X5.5X8 Beam NoMessages 0.099318 PMM NoMe ss age s NoMessages
97 H200X100X5.5X8 Beam NoMessages 0.087069 PMM NoMe ss age s NoMessages
115 H396X199X7X11 Beam NoMessages 0.280681 PMM NoMe ss age s NoMessages
116 H200X200X8X12 Column NoMessages 0.228234 PMM NoMe ss age s NoMessages
117 H200X200X8X12 Column NoMessages 0.257147 PMM NoMe ss age s NoMessages
118 H396X199X7X11 Beam NoMessages 0.655235 PMM NoMe ss age s NoMessages
119 H200X200X8X12 Column NoMessages 0.681796 PMM NoMe ss age s NoMessages
120 H200X200X8X12 Column NoMessages 0.681796 PMM NoMe ss age s NoMessages
121 H200X100X5.5X8 Beam NoMessages 0.403931 PMM NoMe ss age s NoMessages
122 H
200X100X5.5X8 Beam No
Messages 0.400263 PMM No
Me ss age s No
Messages123 H200X100X5.5X8 Beam NoMessages 0.394353 PMM NoMe ss age s NoMessages
124 H200X100X5.5X8 Beam NoMessages 0.412664 PMM NoMe ss age s NoMessages
125 H150X75X5X7 Beam NoMessages 0.108464 PMM NoMe ss age s NoMessages
128 H150X75X5X7 Beam NoMessages 0.083891 PMM NoMe ss age s NoMessages
129 H200X100X5.5X8 Beam NoMessages 0.596598 PMM NoMe ss age s NoMessages
130 H150X75X5X7 Beam NoMessages 0.243263 PMM NoMe ss age s NoMessages
131 H150X75X5X7 Beam NoMessages 0.258147 PMM NoMe ss age s NoMessages
180 H200X200X8X12 Column NoMessages 0.678111 PMM NoMe ss age s NoMessages
182 H200X200X8X12 Column NoMessages 0.678111 PMM NoMe ss age s NoMessages
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DESAINCALCULATIONPIPERACKB1
PIPE24(OD.610)
PT.INDUSTRIGULAGLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II. Methods andReferences forstructuralanalysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
Tata
Cara
Perencanaan
Ketahanan
Gempa
untuk
Bangunan
Gedung
(SNI
1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal =Selfweigtofmaterialsupport performedbySAP2000V.15.2.1
External= PipeWeighttotal15ton
b. LiveLoad
Worker=100kg
c. Windload
Refference :AccordingtoASCE7(bySAP2000)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
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IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A.
Model
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B. LoadInput
a.
DeadLoad
b.
LiveLoad
-
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c.
Wind
WindX
InputWindXLoad (Xaxisdirection,SAP2000)
-
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WindY
InputWindYLoad (Yaxisdirection,SAP2000)
-
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d.
EarthQuake
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
-
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23/122
-
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b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
Text Text Text Text Uni tl es s Text Text
1 H200X100X5.5X8 Co lu mn NoMes s ag es 0.123144 N oMe s s a ge s NoMessages
2 H150X75X5X7 Beam NoMe s sa ge s 0.24154 NoMe s s a ge s NoMessages
3 H200X100X5.5X8 Co lu mn NoMes s ag es 0.107974 N oMe s s a ge s NoMessages
4 H200X100X5.5X8 Co lu mn NoMes s ag es 0.219731 N oMe s s a ge s NoMessages
5 H200X100X5.5X8 Co lu mn NoMe s sa ge s 0.25176 NoMe s s a ge s NoMessages
6 H150X75X5X7 Beam NoMes s ag es 0.528888 N oMe s s a ge s NoMessages
7 H200X100X5.5X8 Co lu mn NoMes s ag es 0.133793 N oMe s s a ge s NoMessages
8 H150X75X5X7 Beam NoMes s ag es 0.288941 N oMe s s a ge s NoMessages
9 H200X100X5.5X8 Co lu mn NoMes s ag es 0.150914 N oMe s s a ge s NoMessages
10 H200X100X5.5X8 Be am NoMe s s a ge s 0.06446 NoMe s s a ge s NoMessages
11 H200X100X5.5X8 Be am NoMes s ag es 0.065424 NoMe s s a ge s NoMessages
12 H200X100X5.5X8 Be am NoMes s ag es 0.054528 N oMe s s a ge s NoMessages
13 H
200X100X5.5X8 Be am No
Me s sa ge s 0.05446 No
Me s s a ge s No
Messages14 L70X70X7 Brace NoMes s ag es 0.025655 N oMe s s a ge s NoMessages
15 L70X70X7 Brace NoMes s ag es 0.022481 N oMe s s a ge s NoMessages
16 L70X70X7 Beam NoMes s ag es 0.007545 N oMe s s a ge s NoMessages
17 L70X70X7 Brace NoMes s ag es 0.023933 NoMe s s a ge s NoMessages
18 L70X70X7 Bea m NoMes s ag es 0.009095 NoMe s s a ge s NoMessages
19 L70X70X7 Brace NoMes s ag es 0.044207 NoMe s s a ge s NoMessages
20 L70X70X7 Brace NoMes s ag es 0.027157 NoMe s s a ge s NoMessages
21 L70X70X7 Brace No
Mes s ag es 0.007288 No
Me s s a ge s No
Messages
22 L70X70X7 Brace NoMes s ag es 0.020642 NoMe s s a ge s NoMessages
23 UNP100 Beam NoMe s sa ge s 0.04252 NoMe s s a ge s NoMessages
25 UNP100 Beam NoMes s ag es 0.042523 N oMe s s a ge s NoMessages
24 UNP100 Beam NoMes s ag es 0.042524 N oMe s s a ge s NoMessages
26 UNP100 Beam NoMes s ag es 0.042525 N oMe s s a ge s NoMessages
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DESAINCALCULATIONPIPERACKB2
PIPE6(OD.168,3)ANDPIPE12(OD.323,8)
PT.INDUSTRIGULAGLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II.
Methods andReferences forstructuralanalysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
Tata
Cara
Perencanaan
Ketahanan
Gempa
untuk
Bangunan
Gedung
(SNI
1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal =Selfweigtofmaterialsupport performedbySAP2000V.15.2.1
External= PipeWeighttotal10ton
b. LiveLoad
Worker=100kg
c. Windload
Refference :AccordingtoASCE7(bySAP2000)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
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IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A.
Model
-
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B. LoadInput
a.
DeadLoad
b. LiveLoad
-
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c.
Wind
WindX
InputWindXLoad (Xaxisdirection,SAP2000)
-
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WindY
InputWindYLoad (Yaxisdirection,SAP2000)
-
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d.
EarthQuake
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
-
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a. GeneralGraphicStressRatio
-
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b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsgText Text Text Text Uni tl es s Text Text
2 H200X100X5.5X8 Co lu mn NoMes s ag es 0.497206 N oMe s s a ge s NoMessages
3 H150X75X5X7 Beam NoMes s ag es 0.225398 N oMe s s a ge s NoMessages
4 H200X100X5.5X8 Co lu mn NoMes s ag es 0.481892 N oMe s s a ge s NoMessages
6 H150X75X5X7 Beam NoMes s ag es 0.233255 N oMe s s a ge s NoMessages
7 H200X100X5.5X8 Be am NoMes s ag es 0.653006 N oMe s s a ge s NoMessages
8 H200X100X5.5X8 Be am NoMes s ag es 0.653005 N oMe s s a ge s NoMessages
9 H150X75X5X7 Beam No
Mes s ag es 0.510838 N o
Me s s a ge s No
Messages
11 L70X70X7 Beam NoMes s ag es 0.011279 N oMe s s a ge s NoMessages
16 H200X100X5.5X8 Co lu mn NoMes s ag es 0.510402 NoMe s s a ge s NoMessages
17 H200X100X5.5X8 Co lu mn NoMes s ag es 0.527024 NoMe s s a ge s NoMessages
20 L70X70X7 Bea m NoMes s ag es 0.010189 NoMe s s a ge s NoMessages
1 L70X70X7 Brace NoMes s ag es 0.017395 N oMe s s a ge s NoMessages
5 L70X70X7 Brace NoMes s ag es 0.019024 N oMe s s a ge s NoMessages
10 L70X70X7 Brace NoMes s ag es 0.024792 N oMe s s a ge s NoMessages
12 L70X70X7 Brace NoMes s ag es 0.033047 N oMe s s a ge s NoMessages
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DESAINCALCULATIONPIPERACKC&D
PIPE2(OD.60,3)ANDPIPE6(OD.168,3)
PT.
INDUSTRI
GULA
GLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II.
Methodsand
References
for
structural
analysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
TataCaraPerencanaanKetahananGempauntukBangunanGedung (SNI1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal
=Self
weigt
of
material
support
performed
by
SAP
2000
V.15.2.1
External= PiperackCWeighttotal15tonandPiperackDWeighttotal18ton
b. LiveLoad
Worker=100kg
c. Windload
Refference :AccordingtoASCE7(bySAP2000)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
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IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A.
Model
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B. LoadInput
a.
DeadLoad
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c.
Wind
WindX
InputWindXLoad (Xaxisdirection,SAP2000)
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WindY
InputWindYLoad (Yaxisdirection,SAP2000)
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d.
EarthQuake
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
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a. GeneralGraphicStressRatio
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b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
Te xt Text Text Text Uni tl es s Text Text
9 H200X100X5.5X8 Co lu mn No
Me s s a g e s 0.559356 N o
Me s s a ge s No
Messages
11 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.546412 N oMe s s a ge s NoMessages
12 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.210456 N oMe s s a ge s NoMessages
13 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.216903 N oMe s s a ge s NoMessages
14 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.159697 N oMe s s a ge s NoMessages
15 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.156937 N oMe s s a ge s NoMessages
16 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.545764 N oMe s s a ge s NoMessages
18 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.558386 N oMe s s a ge s NoMessages
19 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.111601 N oMe s s a ge s NoMessages
21 H200X100X5.5X8 Co lu mn NoMe s sa ge s 0.12389 NoMe s s a ge s NoMessages
22 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.121929 NoMe s s a ge s NoMessages
24 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.162348 N oMe s s a ge s NoMessages
25 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.107025 N oMe s s a ge s NoMessages
27 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.097183 N oMe s s a ge s NoMessages
30 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.093951 N oMe s s a ge s NoMessages
31 H200X100X5.5X8 Co lu mn No
Me s s a g e s 0.086587 N o
Me s s a ge s No
Messages
33 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.092327 N oMe s s a ge s NoMessages
34 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.101017 N oMe s s a ge s NoMessages
36 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.070029 N oMe s s a ge s NoMessages
37 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.069435 N oMe s s a ge s NoMessages
39 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.056261 NoMe s s a ge s NoMessages
40 H200X100X5.5X8 Co lu mn NoMe s sa ge s 0.06822 NoMe s s a ge s NoMessages
41 H150X75X5X7 Be a m NoMe s s a g e s 0.069109 N oMe s s a ge s NoMessages
42 H200X100X5.5X8 Co lu mn No
Me s s a g e s 0.068493 N o
Me s s a ge s No
Messages
43 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.071848 N oMe s s a ge s NoMessages
44 H150X75X5X7 Be a m NoMe s s a g e s 0.068637 N oMe s s a ge s NoMessages
45 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.493041 N oMe s s a ge s NoMessages
46 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.480973 N oMe s s a ge s NoMessages
47 H150X75X5X7 Be a m NoMe s s a g e s 0.139058 N oMe s s a ge s NoMessages
48 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.505363 N oMe s s a ge s NoMessages
49 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.516709 N oMe s s a ge s NoMessages
50 H150X75X5X7 Be a m NoMe s s a g e s 0.136712 NoMe s s a ge s NoMessages
84 H150X75X5X7 Be a m NoMe s s a g e s 0.045457 NoMe s s a ge s NoMessages
85 H150X75X5X7 Bea m NoMe s s a g e s 0.073241 N oMe s s a ge s NoMessages
86 H150X75X5X7 Be a m NoMe s sa ge s 0.14244 NoMe s s a ge s NoMessages
87 H 150X75X5X7 B N M 0 151334 N M N M
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54 H200X100X5.5X8 Be am NoMe s s a g e s 0.241791 N oMe s s a ge s NoMessages
55 H200X100X5.5X8 Be am NoMe s s a g e s 0.240102 N oMe s s a ge s NoMessages
56 H200X100X5.5X8 Be am NoMe s sa ge s 0.29238 NoMe s s a ge s NoMessages
57 H200X100X5.5X8 Be am NoMe s s a g e s 0.292344 N oMe s s a ge s NoMessages
58 H200X100X5.5X8 Be am NoMe s sa ge s 0.62377 NoMe s s a ge s NoMessages
59 H200X100X5.5X8 Be am NoMe s s a g e s 0.621238 N oMe s s a ge s NoMessages
60 H200X100X5.5X8 Be am NoMe s s a g e s 0.281193 N oMe s s a ge s NoMessages
61 H200X100X5.5X8 Be am NoMe s s a g e s 0.281002 N oMe s s a ge s NoMessages
63 H200X100X5.5X8 Be am NoMe s s a g e s 0.205446 N oMe s s a ge s NoMessages
65 H200X100X5.5X8 Be am NoMe s sa ge s 0.20003 NoMe s s a ge s NoMessages
66 H200X100X5.5X8 Be am NoMe s s a g e s 0.131206 NoMe s s a ge s NoMessages
67 H200X100X5.5X8 Be am NoMe s s a g e s 0.128952 N oMe s s a ge s NoMessages
70 H200X100X5.5X8 Be am NoMe s s a g e s 0.207608 N oMe s s a ge s NoMessages
71 H200X100X5.5X8 Be am NoMe s s a g e s 0.207672 N oMe s s a ge s NoMessages
72 H200X100X5.5X8 Be am NoMe s s a g e s 0.241744 N oMe s s a ge s NoMessages
73 H200X100X5.5X8 Be am NoMe s s a g e s 0.242148 N oMe s s a ge s NoMessages
74 H200X100X5.5X8 Be am NoMe s s a g e s 0.245682 N oMe s s a ge s NoMessages
75 H200X100X5.5X8 Be am NoMe s sa ge s 0.24636 NoMe s s a ge s NoMessages
76 H
200X100X5.5X8 Be am No
Me s s a g e s 0.254882 N o
Me s s a ge s No
Messages77 H200X100X5.5X8 Be am NoMe s s a g e s 0.254493 N oMe s s a ge s NoMessages
78 H200X100X5.5X8 Be am NoMe s s a g e s 0.572988 NoMe s s a ge s NoMessages
79 H200X100X5.5X8 Be am NoMe s s a g e s 0.568532 NoMe s s a ge s NoMessages
81 UNP100 Bea m NoMe s s a g e s 0.179586 N oMe s s a ge s NoMessages
83 UNP100 Be a m NoMe s s a g e s 0.179586 N oMe s s a ge s NoMessages
103 UNP100 Be a m NoMe s s a g e s 0.179583 N oMe s s a ge s NoMessages
105 UNP100 Be a m NoMe s s a g e s 0.179584 N oMe s s a ge s NoMessages
116 UNP100 Be a m NoMe s s a g e s 0.179662 N oMe s s a ge s NoMessages
118 UNP100 Be a m NoMe s s a g e s 0.179661 N oMe s s a ge s NoMessages
120 UNP100 Be a m NoMe s s a g e s 0.179662 N oMe s s a ge s NoMessages
122 UNP100 Be a m NoMe s s a g e s 0.179666 N oMe s s a ge s NoMessages
125 UNP100 Bea m NoMe s s a g e s 0.179585 N oMe s s a ge s NoMessages
127 UNP100 Bea m NoMe s s a g e s 0.179589 N oMe s s a ge s NoMessages
134 UNP100 Bea m NoMe s s a g e s 0.163036 NoMe s s a ge s NoMessages
136 UNP100 Bea m NoMe s sa ge s 0.16302 NoMe s s a ge s NoMessages
139 UNP100 Be a m NoMe s s a g e s 0.168287 N oMe s s a ge s NoMessages
143 UNP100 Be a m NoMe s s a g e s 0.163017 N oMe s s a ge s NoMessages
144 UNP100 Be a m NoMe s s a g e s 0.163036 N oMe s s a ge s NoMessages
147 UNP100 Be a m NoMe s s a g e s 0.169042 N oMe s s a ge s NoMessages
148 UNP 100 Be a m No Me s s a g e s 0 169041 N o Me s s a ge s No Messages
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157 UNP100 Be a m NoMe s s a g e s 0.169051 N oMe s s a ge s NoMessages
188 L70X70X7 Bra ce NoMe s s a g e s 0.024243 N oMe s s a ge s NoMessages
189 L70X70X7 Bra ce NoMe s s a g e s 0.044829 N oMe s s a ge s NoMessages
191 L70X70X7 Be a m NoMe s s a g e s 0.006305 N oMe s s a ge s NoMessages
192 L70X70X7 Bra ce NoMe s s a g e s 0.023058 N oMe s s a ge s NoMessages
194 L70X70X7 Be a m NoMe s s a g e s 0.005988 N oMe s s a ge s NoMessages
196 L70X70X7 Bra ce NoMe s s a g e s 0.022764 N oMe s s a ge s NoMessages
198 L70X70X7 Bra ce NoMe s s a g e s 0.035942 N oMe s s a ge s NoMessages
199 L70X70X7 Be a m NoMe s s a g e s 0.006294 N oMe s s a ge s NoMessages
200 L70X70X7 Bra ce NoMe s s a g e s 0.025542 N oMe s s a ge s NoMessages
202 L70X70X7 Be a m NoMe s s a g e s 0.006128 N oMe s s a ge s NoMessages
203 L70X70X7 Be a m NoMe s s a g e s 0.009505 N oMe s s a ge s NoMessages
204 L70X70X7 Be a m NoMe s s a g e s 0.006985 N oMe s s a ge s NoMessages
205 L70X70X7 Be a m NoMe s s a g e s 0.008403 N oMe s s a ge s NoMessages
207 L70X70X7 Bra ce NoMe s s a g e s 0.040718 N oMe s s a ge s NoMessages
210 L70X70X7 Bra ce NoMe s s a g e s 0.206268 N oMe s s a ge s NoMessages
216 L70X70X7 Bra ce NoMe s s a g e s 0.027508 N oMe s s a ge s NoMessages
217 L70X70X7 Bra ce NoMe s sa ge s 0.02314 NoMe s s a ge s NoMessages
220 L
70X70X7 Bra ce No
Me s s a g e s 0.021014 N o
Me s s a ge s No
Messages223 L70X70X7 Bra ce NoMe s s a g e s 0.032693 N oMe s s a ge s NoMessages
248 L70X70X7 Be a m NoMe s s a g e s 0.006212 N oMe s s a ge s NoMessages
251 L70X70X7 Be a m NoMe s s a g e s 0.005882 N oMe s s a ge s NoMessages
254 L70X70X7 Be a m NoMe s s a g e s 0.005952 N oMe s s a ge s NoMessages
268 L70X70X7 Bra ce NoMe s sa ge s 0.09789 NoMe s s a ge s NoMessages
269 L70X70X7 Bra ce NoMe s s a g e s 0.043784 N oMe s s a ge s NoMessages
272 L70X70X7 Bra ce NoMe s s a g e s 0.311727 N oMe s s a ge s NoMessages
273 L70X70X7 Bra ce NoMe s s a g e s 0.055873 N oMe s s a ge s NoMessages
274 L70X70X7 Bra ce NoMe s s a g e s 0.050996 N oMe s s a ge s NoMessages
275 L70X70X7 Bra ce NoMe s s a g e s 0.345443 N oMe s s a ge s NoMessages
276 L70X70X7 Be a m NoMe s s a g e s 0.006198 N oMe s s a ge s NoMessages
277 L70X70X7 Be a m NoMe s s a g e s 0.006168 N oMe s s a ge s NoMessages
278 L70X70X7 Be a m NoMe s s a g e s 0.006226 N oMe s s a ge s NoMessages
279 L70X70X7 Be a m NoMe s s a g e s 0.006246 N oMe s s a ge s NoMessages
280 L70X70X7 Be a m NoMe s s a g e s 0.006246 N oMe s s a ge s NoMessages
334 UNP100 Be a m NoMe s s a g e s 0.160308 N oMe s s a ge s NoMessages
335 UNP100 Be a m NoMe s s a g e s 0.160306 N oMe s s a ge s NoMessages
6 L70X70X7 Bra ce NoMe s s a g e s 0.025648 N oMe s s a ge s NoMessages
7 L70X70X7 Bra ce NoMe s s a g e s 0.055617 N oMe s s a ge s NoMessages
10 L 70X70X7 Be a m No Me s s a g e s 0 005945 N o Me s s a ge s No Messages
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DESAINCALCULATIONPIPERACKE
PIPE2(OD.60,3)ANDPIPE3(OD.88,9)
PT.
INDUSTRI
GULA
GLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II.
Methodsand
References
for
structural
analysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
TataCaraPerencanaanKetahananGempauntukBangunanGedung (SNI1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal
=Self
weigt
of
material
support
performed
by
SAP
2000
V.15.2.1
External= PipeWeighttotal9ton
b. LiveLoad
Worker=100kg
c. Windload
Refference
:According
to
ASCE
7(by
SAP
2000
)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
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IV L d C bi i (SAP 2000 V 15 2 1)
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IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A.Model
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b Live Load
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b.
LiveLoad
c Wind
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c.
Wind
WindX
InputWindXLoad (Xaxisdirection,SAP2000)
Wind Y
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WindY
InputWind
YLoad
(Y
axis
direction,
SAP
2000)
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a. GeneralGraphicStressRatio
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b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
Text Text Text Text Uni tl e s s Text Te xt2 H150X75X5X7 Bea m NoMe s s a g es 0.037714 N oMe s s a ge s N oMessages
5 H150X75X5X7 Bea m NoMe s s a g es 0.038007 N oMe s s a ge s N oMessages
8 H150X75X5X7 Bea m NoMe s s a g es 0.037999 N oMe s s a ge s N oMessages
11 H150X75X5X7 Bea m NoMe s s a g es 0.060204 N oMe s s a ge s N oMessages
13 H200X100X5.5X8 Co l um n NoMe s s a g es 0.082876 N oMe s s a ge s N oMessages
14 H150X75X5X7 Bea m NoMe s s a g es 0.059957 N oMe s s a ge s N oMessages
15 H200X100X5.5X8 Co l um n NoMe s s a g es 0.096374 N oMe s s a ge s N oMessages
16 H200X100X5.5X8 Co l um n NoMe s s a g es 0.073129 N oMe s s a ge s N oMessages
17 H150X75X5X7 Bea m NoMe s s a g es 0.037975 N oMe s s a ge s N oMessages
18 H200X100X5.5X8 Co l um n NoMe s s a g es 0.068949 N oMe s s a ge s N oMessages
19 H200X100X5.5X8 Co l um n NoMe s s a g es 0.097046 N oMe s s a ge s N oMessages
20 H150X75X5X7 Bea m NoMe s s a g es 0.044742 N oMe s s a ge s N oMessages
21 H200X100X5.5X8 Co l um n NoMe s s a g es 0.103081 N oMe s s a ge s N oMessages
22 H200X100X5.5X8 Bea m NoMe s s a ge s 0.13636 NoMe s s a ge s N oMessages
23 H200X100X5.5X8 Bea m NoMe s s a g es 0.135767 N oMe s s a ge s N oMessages
24 H200X100X5.5X8 Bea m NoMe s s a g es 0.164667 N oMe s s a ge s N oMessages
25 H200X100X5.5X8 Bea m NoMe s s a g es 0.165465 N oMe s s a ge s N oMessages
26 H200X100X5.5X8 Bea m NoMe s s a g es 0.192241 N oMe s s a ge s N oMessages
27 H200X100X5.5X8 Bea m NoMe s s a g es 0.192749 N oMe s s a ge s N oMessages
28 H200X100X5.5X8 Bea m NoMe s s a g es 0.268525 N oMe s s a ge s N oMessages
29 H200X100X5.5X8 Bea m NoMe s s a g es 0.269104 N oMe s s a ge s N oMessages
30 H200X100X5.5X8 Bea m NoMe s s a g es 0.190349 N oMe s s a ge s N oMessages
31 H200X100X5.5X8 Bea m NoMe s s a g es 0.191109 N oMe s s a ge s N oMessages
32 H200X100X5.5X8 Bea m NoMe s s a ge s 0.17145 NoMe s s a ge s N oMessages
33 H200X100X5.5X8 Bea m NoMe s s a g es 0.172144 N oMe s s a ge s N oMessages
34 UNP100 Bea m NoMe s s a g es 0.092443 N oMe s s a ge s N oMessages
35 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
36 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
37 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
38 UNP100 Bea m NoMe s s a g es 0.092441 N oMe s s a ge s N oMessages
39 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
40 UNP100 Bea m NoMe s s a g es 0.092441 N oMe s s a ge s N oMessages
41 UNP100 Bea m No
Me s s a ge s 0.09244 No
Me s s a ge s N o
Messages
42 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
43 UNP100 Bea m NoMe s s a g es 0.092441 N oMe s s a ge s N oMessages
44 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
45 UNP100 Bea m NoMe s s a g es 0.092442 N oMe s s a ge s N oMessages
54 L70X70X7 Bra ce NoMe s s a g e s 0.012979 N oMe s s a ge s NoMessages
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55 L70X70X7 Bra ce NoMe s sa ge s 0.01601 NoMe s s a ge s NoMessages
56 L70X70X7 Bra ce NoMe s s a g e s 0.018892 N oMe s s a ge s NoMessages
57 L
70X70X7 Bra ce No
Me s s a g e s 0.016342 N o
Me s s a ge s No
Messages58 L70X70X7 Bra ce NoMe s sa ge s 0.01589 NoMe s s a ge s NoMessages
59 L70X70X7 Bra ce NoMe s s a g e s 0.023855 NoMe s s a ge s NoMessages
78 L70X70X7 Bra ce NoMe s s a g e s 0.020653 NoMe s s a ge s NoMessages
84 L70X70X7 Bra ce NoMe s s a g e s 0.014986 NoMe s s a ge s NoMessages
95 L70X70X7 Bra ce NoMe s s a g e s 0.018152 NoMe s s a ge s NoMessages
98 L70X70X7 Bra ce NoMe s s a g e s 0.012531 NoMe s s a ge s NoMessages
1 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.076087 NoMe s s a ge s NoMessages
3 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.070735 N oMe s s a ge s NoMessages
4 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.042729 N oMe s s a ge s NoMessages
6 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.043911 N oMe s s a ge s NoMessages
7 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.051527 N oMe s s a ge s NoMessages
9 H200X100X5.5X8 Co lu mn NoMe s sa ge s 0.03646 NoMe s s a ge s NoMessages
10 H200X100X5.5X8 Co lu mn NoMe s sa ge s 0.08353 NoMe s s a ge s NoMessages
12 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.094385 N oMe s s a ge s NoMessages
62 L70X70X7 Be a m NoMe s s a g e s 0.003873 N oMe s s a ge s NoMessages
63 L70X70X7 Bra ce NoMe s s a g e s 0.020823 NoMe s s a ge s NoMessages
65 L70X70X7 Bea m NoMe s s a g e s 0.003824 NoMe s s a ge s NoMessages
66 L70X70X7 Bra ce NoMe s s a g e s 0.030218 NoMe s s a ge s NoMessages
67 L70X70X7 Bra ce NoMe s s a g e s 0.026375 N oMe s s a ge s NoMessages
68 L70X70X7 Be a m NoMe s s a g e s 0.003841 N oMe s s a ge s NoMessages
69 L70X70X7 Bra ce NoMe s s a g e s 0.019671 N oMe s s a ge s NoMessages
70 L70X70X7 Bra ce NoMe s sa ge s 0.04631 NoMe s s a ge s NoMessages
71 L70X70X7 Be a m NoMe s s a g e s 0.003742 N oMe s s a ge s NoMessages
72 L70X70X7 Bra ce NoMe s s a g e s 0.020874 NoMe s s a ge s NoMessages
73 L70X70X7 Bra ce NoMe s s a g e s 0.021966 NoMe s s a ge s NoMessages
79 L70X70X7 Bra ce NoMe s s a g e s 0.051229 NoMe s s a ge s NoMessages
DESAINCALCULATIONPIPERACKF1
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PIPE3(OD.88,9),PIPE6(OD.168,3),ANDPIPE8(OD.219,1)
PT.
INDUSTRI
GULA
GLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II.
Methods
andReferences
for
structural
analysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung (SNI 1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal
=Self
weigt
of
material
support
performed
by
SAP
2000
V.15.2.1
External= PipeWeighttotal9ton
b. LiveLoad
Worker=100kg
c. Windload
Refference
:According
to
ASCE
7(by
SAP
2000
)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
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IV.
Load
Combination
(SAP2000V.15.2.1)
-
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1. 1.4DL
2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A. Model
B. LoadInput
d L d
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a.
DeadLoad
b.
LiveLoad
-
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c.
Wind
Wi d X
-
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WindX
InputWindXLoad (Xaxisdirection,SAP2000)
WindY
-
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InputWindYLoad (Yaxisdirection,SAP2000)
d.
EarthQuake
-
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64/122
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
a. GeneralGraphicStressRatio
-
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65/122
b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
-
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Text Te xt Text Te xt Uni tl es s Text Te xt
3 H200X100X5.5X8 Co l umn NoMe s s a g es 0.191773 NoMe s s a ge s NoMessages
4 H150X75X5X7 Bea m NoMe s s a g es 0.077054 NoMe s s a ge s NoMessages
5 H200X100X5.5X8 Co l umn NoMe s s a g es 0.052514 NoMe s s a ge s NoMessages
6 H200X100X5.5X8 Co l umn NoMe s s a g es 0.083886 NoMe s s a ge s N oMessages
7 H150X75X5X7 Bea m NoMe s s a g es 0.094544 NoMe s s a ge s N oMessages
8 H200X100X5.5X8 Co l umn NoMe s s a g es 0.119622 NoMe s s a ge s N oMessages
9 H200X100X5.5X8 Co l umn NoMe s s a g es 0.080473 NoMe s s a ge s N oMessages
10 H150X75X5X7 Bea m NoMe s s a g es 0.094166 NoMe s s a ge s N oMessages
11 H
200X100X5.5X8 Co l umn No
Me s s a g es 0.092066 No
Me s s a ge s N o
Messages12 H200X100X5.5X8 Co l umn NoMe s s a g es 0.196842 NoMe s s a ge s N oMessages
13 H150X75X5X7 Bea m NoMe s s a g es 0.094933 NoMe s s a ge s N oMessages
14 H200X100X5.5X8 Co l umn NoMe s s a g es 0.207678 NoMe s s a ge s NoMessages
16 H200X100X5.5X8 Co l umn NoMe s s a ge s 0.09795 NoMe s s a ge s NoMessages
17 H200X100X5.5X8 Co l umn NoMe s s a g es 0.116609 NoMe s s a ge s NoMessages
18 H150X75X5X7 Bea m NoMe s s a g es 0.094098 NoMe s s a ge s N oMessages
19 H200X100X5.5X8 Be am NoMe s s a g es 0.085866 NoMe s s a ge s N oMessages
20 H200X100X5.5X8 Be am No
Me s s a g es 0.091703 No
Me s s a ge s N o
Messages
22 H200X100X5.5X8 Be am NoMe s s a g es 0.276077 NoMe s s a ge s N oMessages
23 H200X100X5.5X8 Be am NoMe s s a g es 0.278673 NoMe s s a ge s N oMessages
24 H200X100X5.5X8 Bea m NoMe s s a g es 0.283127 NoMe s s a ge s N oMessages
25 H200X100X5.5X8 Bea m NoMe s s a ge s 0.27416 NoMe s s a ge s N oMessages
26 H200X100X5.5X8 Bea m NoMe s s a g es 0.151604 NoMe s s a ge s N oMessages
29 UNP100 Bea m NoMe s s a g es 0.247332 NoMe s s a ge s NoMessages
30 UNP100 Bea m NoMe s s a g es 0.248031 NoMe s s a ge s NoMessages
31 UNP100 Bea m No
Me s s a g es 0.247132 No
Me s s a ge s No
Messages
32 UNP100 Bea m NoMe s s a g es 0.247105 NoMe s s a ge s N oMessages
33 UNP100 Bea m NoMe s s a g es 0.247108 NoMe s s a ge s N oMessages
34 UNP100 Bea m NoMe s s a g es 0.247114 NoMe s s a ge s N oMessages
1 L70X70X7 Bea m NoMe s s a g es 0.009522 NoMe s s a ge s N oMessages
2 L70X70X7 Bea m NoMe s s a g es 0.008439 NoMe s s a ge s N oMessages
15 L70X70X7 Bea m NoMe s s a g es 0.009396 NoMe s s a ge s N oMessages
21 L70X70X7 Bea m NoMe s s a g es 0.009556 NoMe s s a ge s N oMessages
28 L70X70X7 Beam No
Me s s a g es 0.009428 No
Me s s a ge s N o
Messages
35 L70X70X7 Bra ce NoMe s s a ge s 0.01863 N oMe s s a ge s NoMessages
38 L70X70X7 Bra ce NoMe s s a g es 0.019526 NoMe s s a ge s NoMessages
40 L70X70X7 Bra ce NoMe s s a ge s 0.02318 NoMe s s a ge s NoMessages
41 L 70X70X7 Bra ce No Me s s a g es 0.021345 No Me s s a ge s N o Messages
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DESAINCALCULATIONPIPERACKF2
PIPE 2 (OD 60 3) AND PIPE 3 (OD 88 9)
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PIPE2 (OD.60,3)ANDPIPE3 (OD.88,9)
PT.
INDUSTRI
GULA
GLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II.
Methods
and
References
for
structural
analysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
TataCaraPerencanaanKetahananGempauntukBangunanGedung (SNI1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal
=
Self
weigt
of
material
support
performed
by
SAP
2000
V.15.2.1
External= PipeWeighttotal5ton
b. LiveLoad
Worker=100kg
c. Windload
Refference
:According
to
ASCE
7(by
SAP
2000
)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
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IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
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2. 1.2DL + 1.6LL
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A. Model
B. LoadInput
a.
DeadLoad
-
7/26/2019 Ifa Piperack
71/122
b.
LiveLoad
-
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72/122
-
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WindY
-
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74/122
InputWindYLoad (Yaxisdirection,SAP2000)
-
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75/122
a. GeneralGraphicStressRatio
-
7/26/2019 Ifa Piperack
76/122
b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
T T T T U i l T T
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Te xt Text Text Text Uni tl es s Text Text
3 H200X100X5.5X8 Co lu mn No
Me s s a g e s 0.092227 N o
Me s s a ge s No
Messages
5 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.027302 N oMe s s a ge s NoMessages
6 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.056356 N oMe s s a ge s NoMessages
8 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.056585 N oMe s s a ge s NoMessages
9 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.044913 N oMe s s a ge s NoMessages
11 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.038563 N oMe s s a ge s NoMessages
12 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.077894 N oMe s s a ge s NoMessages
14 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.087499 N oMe s s a ge s NoMessages
16 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.041977 N oMe s s a ge s NoMessages
17 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.059882 N oMe s s a ge s NoMessages
19 H200X100X5.5X8 Be am NoMe s s a g e s 0.058769 N oMe s s a ge s NoMessages
29 H150X75X5X7 Bea m NoMe s s a g e s 0.042268 N oMe s s a ge s NoMessages
37 H200X100X5.5X8 Be am NoMe s s a g e s 0.068499 N oMe s s a ge s NoMessages
38 H150X75X5X7 Bea m NoMe s s a g e s 0.064402 N oMe s s a ge s NoMessages
40 H200X100X5.5X8 Be am NoMe s s a g e s 0.178356 N oMe s s a ge s NoMessages
41 H200X100X5.5X8 Be am NoMe s s a ge s 0.14834 NoMe s s a ge s NoMessages
42 H200X100X5.5X8 Be am NoMe s s a g e s 0.088758 N oMe s s a ge s NoMessages
43 H200X100X5.5X8 Be am NoMe s s a g e s 0.179661 N oMe s s a ge s NoMessages
44 H200X100X5.5X8 Be am NoMe s s a g e s 0.150557 N oMe s s a ge s NoMessages
45 H150X75X5X7 Bea m NoMe s s a g e s 0.043014 N oMe s s a ge s NoMessages
46 H150X75X5X7 Bea m NoMe s s a g e s 0.043249 N oMe s s a ge s NoMessages
47 H150X75X5X7 Bea m NoMe s s a g e s 0.042397 N oMe s s a ge s NoMessages
48 UNP100 Bea m NoMe s s a g e s 0.075963 N oMe s s a ge s NoMessages
49 UNP100 Bea m NoMe s s a g e s 0.076162 N oMe s s a ge s NoMessages
53 UNP100 Bea m NoMe s s a g e s 0.075925 N oMe s s a ge s NoMessages
54 UNP100 Bea m NoMe s s a g e s 0.075918 N oMe s s a ge s NoMessages
55 UNP100 Bea m NoMe s s a g e s 0.075918 N oMe s s a ge s NoMessages
56 UNP100 Bea m NoMe s s a g e s 0.075918 N oMe s s a ge s NoMessages
57 H200X100X5.5X8 Be am NoMe s s a g e s 0.105596 N oMe s s a ge s NoMessages
59 L70X70X7 Bra ce NoMe s s a g e s 0.010215 N oMe s s a ge s NoMessages
60 L70X70X7 Bea m NoMe s s a g e s 0.002372 N oMe s s a ge s NoMessages
61 L
70X70X7 Bra ce No
Me s s a g e s 0.013599 N o
Me s s a ge s No
Messages62 L70X70X7 Bra ce NoMe s s a g e s 0.012898 N oMe s s a ge s NoMessages
63 L70X70X7 Bra ce NoMe s s a g e s 0.025348 N oMe s s a ge s NoMessages
64 L70X70X7 Bea m NoMe s s a g e s 0.002151 N oMe s s a ge s NoMessages
65 L70X70X7 Bra ce NoMe s s a g e s 0.012497 N oMe s s a ge s NoMessages
DESAINCALCULATIONPIPERACKG
PIPE3(OD.88,9)ANDPIPE10(OD.273)
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PT.
INDUSTRI
GULA
GLENMORE
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II. Methods andReferences forstructuralanalysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
TataCaraPerencanaanKetahananGempauntukBangunanGedung (SNI1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal =Selfweigtofmaterialsupport performedbySAP2000V.15.2.1
External= PipeWeighttotal7ton
b. LiveLoad
Worker=100kg
c. Windload
Refference
:
According
to
ASCE
7
(
by
SAP
2000
)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
-
7/26/2019 Ifa Piperack
79/122
IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
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3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A. Model
B. LoadInput
a.
DeadLoad
-
7/26/2019 Ifa Piperack
81/122
b.
LiveLoad
-
7/26/2019 Ifa Piperack
82/122
c.
Wind
WindX
-
7/26/2019 Ifa Piperack
83/122
InputWindXLoad (Xaxisdirection,SAP2000)
WindY
-
7/26/2019 Ifa Piperack
84/122
InputWindYLoad (Yaxisdirection,SAP2000)
d.
EarthQuake
-
7/26/2019 Ifa Piperack
85/122
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
a. GeneralGraphicStressRatio
-
7/26/2019 Ifa Piperack
86/122
b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
Te xt Text Text Text Uni tl es s Text Text
1 H 200X100X5 5X8 C l N M 0 096918 N M N M
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1 H200X100X5.5X8 Co lu mn No
Me s s a g e s 0.096918 N o
Me s s a ge s No
Messages
2 H150X75X5X7 Be a m NoMe s s a g e s 0.039321 N oMe s s a ge s NoMessages
3 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.095748 N oMe s s a ge s NoMessages
4 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.397518 N oMe s s a ge s NoMessages
5 H150X75X5X7 Be a m NoMe s s a g e s 0.126049 N oMe s s a ge s NoMessages
6 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.421232 N oMe s s a ge s NoMessages
7 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.502993 N oMe s s a ge s NoMessages
8 H150X75X5X7 Be a m NoMe s s a g e s 0.150422 N oMe s s a ge s NoMessages
9 H200X100X5.5X8 Co lu mn NoMe s s a g e s 0.519438 N oMe s s a ge s NoMessages
10 H200X100X5.5X8 Be am NoMe s s a g e s 0.456666 N oMe s s a ge s NoMessages
11 H200X100X5.5X8 Be am NoMe s s a g e s 0.873637 N oMe s s a ge s NoMessages
12 H200X100X5.5X8 Be am NoMe s s a g e s 0.873165 N oMe s s a ge s NoMessages
13 H200X100X5.5X8 Be am NoMe s s a g e s 0.455931 N oMe s s a ge s NoMessages
14 UNP100 Be a m NoMe s s a g e s 0.158581 N oMe s s a ge s NoMessages
15 UNP100 Be a m NoMe s s a g e s 0.158578 N oMe s s a ge s NoMessages
16 UNP100 Be a m No
Me s s a g e s 0.158577 N o
Me s s a ge s No
Messages
17 UNP100 Be a m NoMe s s a g e s 0.158581 N oMe s s a ge s NoMessages
18 L70X70X7 Bra ce NoMe s s a g e s 0.017389 N oMe s s a ge s NoMessages
19 L70X70X7 Be a m NoMe s s a g e s 0.003261 N oMe s s a ge s NoMessages
20 L70X70X7 Bra ce NoMe s s a g e s 0.020034 NoMe s s a ge s NoMessages
21 L70X70X7 Bea m NoMe s s a g e s 0.003219 NoMe s s a ge s NoMessages
22 L70X70X7 Bra ce NoMe s s a g e s 0.033627 NoMe s s a ge s NoMessages
23 L70X70X7 Bra ce NoMe s s a g e s 0.027886 N oMe s s a ge s NoMessages
24 L70X70X7 Be a m NoMe s s a g e s 0.004028 N oMe s s a ge s NoMessages
25 L70X70X7 Bra ce NoMe s s a g e s 0.052412 N oMe s s a ge s NoMessages
26 L70X70X7 Be a m NoMe s s a g e s 0.003813 N oMe s s a ge s NoMessages
27 L70X70X7 Bra ce NoMe s s a g e s 0.029897 NoMe s s a ge s NoMessages
28 L70X70X7 Bra ce NoMe s s a g e s 0.034903 NoMe s s a ge s NoMessages
29 L70X70X7 Bea m NoMe s s a g e s 0.003689 NoMe s s a ge s NoMessages
30 L70X70X7 Bra ce NoMe s s a g e s 0.024978 NoMe s s a ge s NoMessages
31 L
70X70X7 Bea m No
Me s s a g e s 0.003548 No
Me s s a ge s No
Messages32 L70X70X7 Bra ce NoMe s sa ge s 0.05128 NoMe s s a ge s NoMessages
33 UNP100 Bea m NoMe s s a g e s 0.110298 NoMe s s a ge s NoMessages
DESAINCALCULATIONPIPERACKH
PIPE48(OD.1219)
PT.INDUSTRIGULAGLENMORE
-
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88/122
I. Location.
LocationPT.INDUSTRIGULAGLENMOREatSidodadiDesaKarangharjo,Banyuwangi.
II. Methods andReferences forstructuralanalysis.
Thisbuildingtobedesignfollowasreferenceandregulation.
Thereferencesare:
PeraturanPembebananIndonesiaUntukGedung(PPIUG)1983
TataCaraPerencanaanStrukturBajauntukBangunanGedung(SNI17292002)
TataCaraPerencanaanKetahananGempauntukBangunanGedung (SNI1726
2002)
Analysissoftwareusing SAP2000 NonLinier with3Dmodels,LRFDmethode
III.
LoadDetail
a. DeadLoad
Internal =Selfweigtofmaterialsupport performedbySAP2000V.15.2.1
External= PipeWeighttotal60ton
b. LiveLoad
Worker=100kg
c. Windload
Refference :AccordingtoASCE7(bySAP2000)
Windspeed(56mph) :40kg/m
Exposurecategory :SurfaceroughnessB
I t t f t 1
-
7/26/2019 Ifa Piperack
89/122
IV.
Load
Combination
(SAP2000V.15.2.1)
1. 1.4DL
2. 1.2DL + 1.6LL
3 1 2DL + 1 6LL + 0 8WL
-
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90/122
3. 1.2DL + 1.6LL + 0.8WL
4. 1.2DL + 0.5LL + 1.3WL
5. 1.2DL 1.0EL
6. 0.9DL 1.0WL
7. 0.9DL 1.0EL
Where DL = Dead Load
LL = Live Load
WL = Wind Load
EL = Earth Quake Load
V.
Calculation
And
Structure
Analysis
ThisStructureCalculationandanalysisbySAP2000Software.
A. Model
B. LoadInput
a.
DeadLoad
-
7/26/2019 Ifa Piperack
91/122
b.
LiveLoad
-
7/26/2019 Ifa Piperack
92/122
c.
Wind
WindX
-
7/26/2019 Ifa Piperack
93/122
Input
Wind
X
Load
(X
axis
direction,
SAP
2000)
WindY
-
7/26/2019 Ifa Piperack
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InputWindYLoad (Yaxisdirection,SAP2000)
d.
EarthQuake
-
7/26/2019 Ifa Piperack
95/122
FunctionGraphResponseSpectrum.
C. RunningSAP2000
SothefinaloutputSAP2000willbegiveStressRatio
NumberofStressRatioshouldbeunder100%.
95%(SAP)
Stressratiovalue indicatebycolorscale.
0% 50% 70% 90% 100% failedarea
a. GeneralGraphicStressRatio
-
7/26/2019 Ifa Piperack
96/122
b. CheckDesignSummary
Frame DesignSect DesignType Status Ratio ErrMsg WarnMsg
Te xt Text Text Text Uni tl es s Text Text
19 H396X199X7X11 Be am No
Me s s a g e s 0.282495 N o
Me s s a ge s No
Messages
20 H 396X199X7X11 Be am No Me s s a g e s 0 742019 N o Me s s a ge s No Messages
-
7/26/2019 Ifa Piperack
97/122
20 H396X199X7X11 Be am NoMe s s a g e s 0.742019 N oMe s s a ge s NoMessages
23 H300X150X6.5X9 Be am NoMe s s a g e s 0.762802 N oMe s s a ge s NoMessages
24 H396X199X7X11 Be am NoMe s s a g e s 0.743991 N oMe s s a ge s NoMessages
25 H300X150X6.5X9 Be am NoMe s s a g e s 0.454797 N oMe s s a ge s NoMessages
28 H300X150X6.5X9 Be am NoMe s s a g e s 0.454797 N oMe s s a ge s NoMessages
1 H200X200X8X12 Co lu mn NoMe s s a g e s 0.506305 N oMe s s a ge s NoMessages
3 H200X200X8X12 Co lu mn NoMe s s a g e s 0.506305 N oMe s s a ge s NoMessages
5 H200X200X8X12 Co lu mn NoMe s s a g e s 0.332565 N oMe s s a ge s NoMessages
7 H200X200X8X12 Co lu mn NoMe s s a g e s 0.332565 N oMe s s a ge s NoMessages
9 H200X200X8X12 Co lu mn NoMe s s a g e s 0.479858 N oMe s s a ge s NoMessages
11 H200X200X8X12 Co lu mn NoMe s s a g e s 0.479858 N oMe s s a ge s NoMessages
2 H300X150X6.5X9 Be am NoMe s s a g e s 0.548621 N oMe s s a ge s NoMessages
4 H300X150X6.5X9 Be am NoMe s s a g e s 0.163032 N oMe s s a ge s NoMessages
6 H300X150X6.5X9 Be am NoMe s s a g e s 0.163032 N oMe s s a ge s NoMessages
8 H
300X150X6.5X9 Be am No
Me s s a g e s 0.548621 N o
Me s s a ge s No
Messages
PERHITUNGAN TUMPUAN (BEARING )
h
ht
0.95 ht aa
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Pu
Mu
Vu
f f
L
J
B I
f f
PLAT TUMPUAN (BASE PLATE) DATA PLAT TUMPUAN
Tegangan leleh baja, fy= 240 MPa
Tegangan tarik putus plat, fup= 370 MPa
Lebar plat tumpuan, B = 375 mm
Panjang plat tumpuan, L = 375 mmTebal plat tumpuan, t = 20 mm
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p p ,
KOLOM PEDESTRAL DATA KOLOM BETON
Kuat tekan beton, fc' = 20 MPa
Lebar penampang kolom, I = 475 mm
Panjang penampang kolom, J = 475 mm
DIMENSI KOLOM BAJA DATA KOLOM BAJA
Profil baja : H 200X200X8X12
Tinggi total, ht= 200 mm
Lebar sayap, bf= 200 mm
Tebal badan, tw= 8 mm
Tebal sayap, tf= 12 mm
ANGKUR BAUT DATA ANGKUR BAUT
Jenis angkur baut, Tipe : A-307Tegangan tarik putus angkur baut, fu
b= 370 MPa
Tegangan leleh angkur baut, fy= 240 MPa
Diameter angkur baut, d = 20 mm
Jumlah angkur baut pada sisi tarik, nt= 2 bh
Jumlah angkur baut pada sisi tekan, nc= 2 bh
Jarak baut terhadap pusat penampang kolom, f = 147.5 mm
Panjang angkur baut yang tertanam di beton, La= 600 mm
2. EKSENTRISITAS BEBAN
Eksentrisitas beban,
e = Mu/ Pu= 91.40408 mm
L / 6 = 62.50 mm
e > L / 6 (OK)
h = ht- tf= 176 mm
et= f + h / 2 = 236 mm
ecf e
h
ht
Pu
t
3. TAHANAN TUMPU BETON
Gaya tarik pada angkur baut, Pt= Pu* ec/ et= 3030 N
Gaya tekan total pada plat tumpuan, Puc= Pu+ Pt= 212682 NPanjang bidang tegangan tekan beton, Y = 3 * ( L - h ) / 2 = 298.50 mm
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j g g g g ( )
Luas plat tumpuan baja, A1= B * L = 140625 mm2
Luas penampang kolom pedestral, A2= I * J = 225625 mm2
Tegangan tumpu nominal, fcn= 0.85 * fc' * ( A2/ A1) = 21.533 MPa
fcn= 1.70 * fc' = 34.000 MPa
Tegangan tumpu nominal beton yg digunakan, fcn= 21.533 MPa
Faktor reduksi kekuatan tekan beton, = 0.65Tegangan tumpu beton yg diijinkan, * fcn= 13.997 MPaTegangan tumpu maksimum yang terjadi pada beton,
fcu= 2 * Puc/ ( Y * B ) = 3.800 MPa
Syarat yang harus dipenuhi :
fcu * fcn3.800 < 13.997 AMAN (OK)
4. KONTROL DIMENSI PLAT TUMPUAN
Lebar minimum plat tumpuan yang diperlukan,
Bp min= Puc/ ( 0.5 * * fcn* Y ) = 102 mmLebar plat yang digunakan B = 375 mm
L
J
0.95 ht aa
B I
f f
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Tebal plat tumpu, t = 20 mm
Tegangan tarik putus plat, fup= 370 MPa
Tahanan tumpu nominal, Rn= 2.4 * d * t * fup= 355200 N
Tahanan tumpu, f* Rn= 266400 N
Syarat yang harus dipenuhi :Ru1 f* Rn
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2773 < 266400 AMAN (OK)
8. KOMBINASI GESER DAN TARIK
Konstanta tegangan untuk baut mutu tinggi, f1= 410 MPa
f2= 310 MPa
Faktor pengaruh ulir pada bidang geser, r2= 1.9
Tegangan geser akibat beban terfaktor, fuv= Vu/ ( n * Ab) = 8.83 MPa
Kuat geser angkur baut, f* r1* m * fub= 111.00 MPa
Syarat yang harus dipenuhi :
fuv= Vu/ ( n * Ab) f* r1* m * fub
8.83 < 111.00 AMAN (OK)
Gaya tarik akibat beban terfaktor, Tu1= 1515 N
Tahanan tarik angkur baut, f* Tn= f* f1* Ab= 96604 NSyarat yang harus dipenuhi :
Tu1
f* f
1* A
b1515 < 96604 AMAN (OK)
Kuat tarik angkur baut, ft= 0.75 * fub= 277.50 MPa
Batas tegangan kombinasi, f1- r2* fuv= 393.23 MPa
f2 = 310.00 MPa
Syarat yang harus dipenuhi :
ft f1- r2* fuv
277.50 < 393.23 AMAN (OK)Syarat yang harus dipenuhi :
ft f2
Diameter angkur baut, d = 20
Panjang angkur tanam minimum yang diperlukan,
Lmin= fy/ ( 4 * fc' ) * d = 268 mmSyarat yang harus dipenuhi :
Lmin La268 < 600 AMAN (OK)
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PERHITUNGAN TUMPUAN (BEARING )
h
ht
0.95 ht aa
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Pu
Mu
Vu
f f
L
J
B I
f f
PLAT TUMPUAN (BASE PLATE) DATA PLAT TUMPUAN
Tegangan leleh baja, fy= 240 MPa
Tegangan tarik putus plat, fup= 370 MPa
Lebar plat tumpuan, B = 250 mm
Panjang plat tumpuan, L = 360 mmTebal plat tumpuan, t = 16 mm
KOLOM PEDESTRAL DATA KOLOM BETON
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KOLOM PEDESTRAL DATA KOLOM BETON
Kuat tekan beton, fc' = 20 MPa
Lebar penampang kolom, I = 350 mm
Panjang penampang kolom, J = 460 mm
DIMENSI KOLOM BAJA DATA KOLOM BAJA
Profil baja : H 200X100X5.5X8
Tinggi total, ht= 200 mm
Lebar sayap, bf= 100 mm
Tebal badan, tw= 5.5 mm
Tebal sayap, tf= 8 mm
ANGKUR BAUT DATA ANGKUR BAUT
Jenis angkur baut, Tipe : A-307
Tegangan tarik putus angkur baut, fub= 370 MPa
Tegangan leleh angkur baut, fy= 240 MPa
Diameter angkur baut, d = 20 mm
Jumlah angkur baut pada sisi tarik, nt= 2 bh
Jumlah angkur baut pada sisi tekan, nc= 2 bh
Jarak baut terhadap pusat penampang kolom, f = 140 mm
Panjang angkur baut yang tertanam di beton, La= 600 mm
2. EKSENTRISITAS BEBAN
Eksentrisitas beban,
e = Mu/ Pu= 228.38221 mm
L / 6 = 60.00 mm
e > L / 6 (OK)
h = ht- tf= 184 mm
et= f + h / 2 = 232 mm
ecf e
h
ht
Pu
t
3. TAHANAN TUMPU BETON
Gaya tarik pada angkur baut, Pt= Pu* ec/ et= 27052 N
Gaya tekan total pada plat tumpuan, Puc
= Pu
+ Pt
= 73070 N
Panjang bidang tegangan tekan beton, Y = 3 * ( L - h ) / 2 = 264.00 mm
Luas plat tumpuan baja A = B * L = 90000 mm2
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Luas plat tumpuan baja, A1= B L = 90000 mm
Luas penampang kolom pedestral, A2= I * J = 161000 mm2
Tegangan tumpu nominal, fcn= 0.85 * fc' * ( A2/ A1) = 22.737 MPa
fcn= 1.70 * fc' = 34.000 MPa
Tegangan tumpu nominal beton yg digunakan, fcn= 22.737 MPa
Faktor reduksi kekuatan tekan beton, = 0.65Tegangan tumpu beton yg diijinkan, * fcn= 14.779 MPaTegangan tumpu maksimum yang terjadi pada beton,
fcu= 2 * Puc/ ( Y * B ) = 2.214 MPa
Syarat yang harus dipenuhi :
fcu * fcn2.214 < 14.779 AMAN (OK)
4. KONTROL DIMENSI PLAT TUMPUAN
Lebar minimum plat tumpuan yang diperlukan,
Bp min= Puc/ ( 0.5 * * fcn* Y ) = 37 mmLebar plat yang digunakan B = 250 mm
L
J
0.95 ht aa
B I
f f
Momen yang terjadi pada plat akibat beban terfaktor,
Mup= 1/2 * B * fcu1* a2+ 1/3 * B * ( fcu- fcu1) * a
2= 1785123 Nmm
Faktor reduksi kekuatan lentur, b= 0.90
Tahanan momen nominal plat, Mn= fy* Z = 3840000 Nmm
Tahanan momen plat, b* Mn= 3456000 NmmSyarat yang harus dipenuhi :M * M
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Mup b Mn1785123 < 3456000 AMAN (OK)
5. GAYA TARIK PADA ANGKUR BAUT
Gaya tarik pada angkur baut, Tu1= Pt/ nt= 13526 N
Tegangan tarik putus angkur baut, fub= 370 MPa
Luas penampang angkur baut, Ab= / 4 * d2= 314 mm
2
Faktor reduksi kekuatan tarik, t= 0.90
Tahanan tarik nominal angkur baut, Tn= 0.75 * Ab* fub= 87179 N
Tahanan tarik angkur baut, t* Tn= 78461 N
Syarat yang harus dipenuhi :Tu1 t* Tn
13526 < 78461 AMAN (OK)
6. GAYA GESER PADA ANGKUR BAUT
Gaya geser pada angkur baut, Vu1= Vu/ n = 1197 N
Tegangan tarik putus baut, fub= 370 MPa
Jumlah penampang geser, m = 1
Faktor pengaruh ulir pada bidang geser, r1= 0.4
Luas penampang baut, Ab= / 4 * d2= 314 mm
2
Faktor reduksi kekuatan geser, f= 0.75Tahanan geser nominal, Vn= r1* m * Ab* fu
b= 46496 N
Tahanan geser angkur baut, f* Vn= 34872 N
Tebal plat tumpu, t = 16 mm
Tegangan tarik putus plat, fup= 370 MPa
Tahanan tumpu nominal, Rn= 2.4 * d * t * fup= 284160 N
Tahanan tumpu, f* Rn= 213120 NSyarat yang harus dipenuhi :
Ru1 f* Rn1197 < 213120 AMAN (OK)
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1197 < 213120 AMAN (OK)
8. KOMBINASI GESER DAN TARIK
Konstanta tegangan untuk baut mutu tinggi, f1= 410 MPa
f2= 310 MPa
Faktor pengaruh ulir pada bidang geser, r2= 1.9
Tegangan geser akibat beban terfaktor, fuv= Vu/ ( n * Ab) = 3.81 MPa
Kuat geser angkur baut, f* r1* m * fub= 111.00 MPa
Syarat yang harus dipenuhi :
fuv= Vu/ ( n * Ab) f* r1* m * fub
3.81 < 111.00 AMAN (OK)
Gaya tarik akibat beban terfaktor, Tu1= 13526 N
Tahanan tarik angkur baut, f* Tn= f* f1* Ab= 96604 NSyarat yang harus dipenuhi :
Tu1 f* f1* Ab13526 < 96604 AMAN (OK)
Kuat tarik angkur baut, ft= 0.75 * fub= 277.50 MPa
Batas tegangan kombinasi, f1- r2* fuv= 402.76 MPa
f2 = 310.00 MPa
Syarat yang harus dipenuhi :
ft f1- r2* fuv
277.50 < 402.76 AMAN (OK)Syarat yang harus dipenuhi :
ft f2
Diameter angkur baut, d = 20
Panjang angkur tanam minimum yang diperlukan,
Lmin= fy/ ( 4 * fc' ) * d = 268 mmSyarat yang harus dipenuhi :
Lmin
La268 < 600 AMAN (OK)
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INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
DIAMETERA
LENGTH (mm)
B CGRADE
ANCHOR SCHEDULE
QTY
M20 ASTM A307 100 600 100 92
Unit
THREADED
TOP VIEW PIPERACK A (SECTION 1)
PIPERACK EL.6000 PIPERACK EL.6000
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TOP VIEW PIPERACK A (SECTION 2)
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
ELEV. BASEPLATE PIPERACK A (SECTION 1)
ELEV. BASEPLATE PIEPRACK A (SECTION 2)
INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
PIPERACK EL.5000PIPERACK EL.5000PIPERACK EL.5000PIPERACK EL.6000PIPERACK EL.6000PIPERACK EL.6000
USE BEAM PIPE PIPERACK A
WF 393x200x6x9 lenght 4m for pipe 64",48",and 20"
WF 200x100x5.5x8 lenght 4m for pipe 8"
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SIDE A-A PIPERACK A (SECTION 1)
INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
SIDE A-A PIPERACK A (SECTION 2)
USE BEAM PIPE PIPERACK A
WF 393x200x6x9 lenght 4m for pipe 64",48",and 20"
WF 200x100x5.5x8 lenght 4m for pipe 8"
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INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
DIAMETERA
LENGTH (mm)
B CGRADE
ANCHOR SCHEDULE
QTY
M20 ASTM A307 100 600 100 112
Unit
THREADED
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ELEV. BASEPLATE PIPERACK C & D
+8.25
+8.25 +7.00
+7.00
+8.25 +7.00+8.25+8.25
+7.00
+7.00+8.25 +7.00 +7.00
+7.00
+8.25 +8.25
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INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
SIDE B-B PIPERACK C & D
+7.00
+7.00
+7.00
+7.00+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
USE BEAM PIPE PIPERACK C & D
All WF lenght 1m use pipe 6" and 2"
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INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
DIAMETERA
LENGTH (mm)
B CGRADE
ANCHOR SCHEDULE
QTY
M20 ASTM A307 100 600 100 96
Unit
THREADED
TOP VIEW PIPERACK B1TOP VIEW PIPERACK B2
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INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
SIDE A-A PIPERACK B1 SIDE B-B PIPERACK B1
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
ELEV. BASEPLATE PIPERACK B1
+8.25
+8.25
+9.25
+9.25
ELEV. BASEPLATE PIPERACK B2
SIDE A-A PIPERACK B2SIDE B-B PIPERACK B2 SIDE C-C PIPERACK B2
USE BEAM PIPE PIPERACK B1
WF 150x75x5x7 lenght 1m for pipe 24"
USE BEAM PIPE PIPERACK B2All WF lenght 1.3m use pipe 6" and 12"
TOP VIEW PIPERACK E
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ELEV. BASEPLATE PIPERACK E
SIDE A-A PIPERACK ESIDE B-B PIPERACK ESIDE C-C PIPERACK E
INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
+9.25
+9.25
+9.25
+9.25
+9.25
+9.25
USE BEAM PIPE PIPERACK E
All WF lenght 0.8m use pipe 2" and 3"
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INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
DIAMETERA
LENGTH (mm)
B CGRADE
ANCHOR SCHEDULE
QTY
M20 ASTM A307 100 600 100 104
Unit
THREADED
+9.25 +9.25
+9.25 +9.25
+9.25 +9.25
+9.25 +9.25
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TOP VIEW PIPERACK F1
SIDE A-A PIPERACK F1 SIDE B-B PIPERACK F1
ELEV. BASEPLATE PIPERACK F1
INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
+9.25
+9.25
+9.25 +9.25
+9.25 +9.25
+9.25
+9.25
+9.25 +9.25
+9.25 +9.25
TOP VIEW PIPERACK F2 ELEV. BASEPLATE PIPERACK F2
SIDE A-A PIPERACK F2 SIDE B-B PIPERACK F2
USE BEAM PIPE PIPERACK F1
USE BEAM PIPE PIPERACK F2
All WF lenght 0.6m use pipe 2" and 3"
All WF lenght 1.3m use pipe 3",6",and 8"
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ELEV. BASEPLATE PIPERACK H
TOP VIEW PIPERACK H
SIDE A-A PIPERACK H SIDE B-B PIPERACK H
INDUSTRI GULA GLENMORE
CONSORTIUM
PROYEK PEMBANGUNAN
PABRIK GULA TERPADU GLENMORE
TOP VIEW PIPERACK G
ELEV. BASEPLATE PIPERACK G
+7.00
+7.00
+7.00
+7.00
+7.00
+7.00
SIDE A-A PIPERACK GSIDE B-B PIPERACK G
+8.25
+8.25
+8.25
+8.25
+8.25
+8.25
USE BEAM PIPE PIPERACK G
USE BEAM PIPE PIPERACK H
Simbol Doubler/Rib for Pipe 48"
All WF lenght 0.75m use pipe 3" and 10"