nt2 l4 c 02 020100 pile design umb_rev0
TRANSCRIPT
FICHTNER GmbH & Co.KG CONNELL WAGNER (AURECON)
DOCUMENT STATUS:
0 04/11/2009 FOR CONSTRUCTION (ADD PILE GROUP CAL) Various AW TJ
B 02/10/2009 REVISED AS OWNER�S COMMENTS Various AW TJ
A 01/09/2009 FOR APPROVAL Various AW TJ
Revision Date Description Author Checked Approved
Project:
NHON TRACH 2 � 750MW COMBINED CYCLE POWER PLANT PROJECT
Owner: Consultant:
EPC Contractor:
Consultant:
Subcontractor:
Document Title: LOT 4: CIVIL WORK Pile Design UMB Building Project No.: 43255 ACON Format: A4 Total pages : 41 (including this page)
Designed by: Various Checked by: AW
Function Name Signature Date Function Name Function Name
Approved Tony Jamed 04/11/2009
Checked Assawin W. 04/11/2009
Author Various 04/11/2009
Document No.: NT2 � L4 � C � 02 � 020100 Date: 04/11/2009 Revision: 0
PVNT2
PETROVIETNAM NHON TRACH 2 POWER JOINT STOCK COMPANY
/PECC2
LILAMA - PVC CONSORTIUM
NT2-L4-C-020100 Pile Design � UMB
Building
Nhon Trach 2 Combined Cycle Power
Plant
PetroVietnam Construction Joint Stock
Company
4 November 2009
Reference 43255
Revision 0
Connell Wagner (Vietnam) Company Limited
7th floor, Abacus Tower
58 Nguyen Dinh Chieu Street
Ho Chi Minh City
Vietnam
Telephone: +84 83 9100288
Facsimile: +84 83 9100258
Email: [email protected]
www.aurecongroup.com
Document Control
Document ID: P:\43255 NHON TRACH2 CJ\3.0 SERVICE DELIVERY\3.7 REPORTS\NT2-L4-C-02-020100 UMB PILE DESIGN\NT2-L4-C-02-020100
PILE DESIGN UMB_REV0.DOC
Rev No Date Revision Details Typist Author Verifier Approver
A 01-Sep-09 For Approval Various Various AW TJ
B 02-Oct-09 Revised as owner�s comments Various Various AW TJ
0 04-Nov-09 For Construction (Add Pile Group Cal) Various Various AW TJ
A person using Aurecon documents or data accepts the risk of:
a) Using the documents or data in electronic form without requesting and checking them for accuracy against the original hard copy version.
b) Using the documents or data for any purpose not agreed to in writing by Aurecon.
Nhon Trach 2 Combined Cycle Power Plant PetroVietnam Construction Joint Stock Company
NT2-L4-C-020100 Pile Design � UMB Building
FILE P:\43255 NHON TRACH2 CJ\3.0 SERVICE DELIVERY\3.7 REPORTS\NT2-L4-C-02-020100 UMB PILE DESIGN\NT2-L4-C-02-020100 PILE
DESIGN UMB_REV0.DOC 4 NOVEMBER 2009 REVISION 0 PAGE i
Contents
Section Page
NHON TRACH 2 � 750MW COMBINED CYCLE POWER PLANT PROJECT 1
1. Introduction 1
2. Design Calculations 2 2.1 Reference documents 2 2.2 Load combinations 2 2.3 Sign convention 2 2.4 Additional soil investigations 2
Appendix A Pile Design � UMB Building
Appendix B Pile Group Settlement Calculations
Nhon Trach 2 Combined Cycle Power Plant PetroVietnam Construction Joint Stock Company
NT2-L4-C-020100 Pile Design � UMB Building
FILE P:\43255 NHON TRACH2 CJ\3.0 SERVICE DELIVERY\3.7 REPORTS\NT2-L4-C-02-020100 UMB PILE DESIGN\NT2-L4-C-02-020100 PILE
DESIGN UMB_REV0.DOC 4 NOVEMBER 2009 REVISION 0 PAGE 1
1. Introduction
This report summarises pile design for 11/12UMB (Gas Turbine) Buildings. Spun pile 500 mm diameter
are utilised for all areas.
Nhon Trach 2 Combined Cycle Power Plant PetroVietnam Construction Joint Stock Company
NT2-L4-C-020100 Pile Design � UMB Building
FILE P:\43255 NHON TRACH2 CJ\3.0 SERVICE DELIVERY\3.7 REPORTS\NT2-L4-C-02-020100 UMB PILE DESIGN\NT2-L4-C-02-020100 PILE
DESIGN UMB_REV0.DOC 4 NOVEMBER 2009 REVISION 0 PAGE 2
2. Design Calculations
2.1 Reference documents
General
NT2-L4-C-UZ.50-001002 General Notes 1
NT2-L4-C-UZ.50-001003 General Notes 2
NT2-L4-C-01-000001 Design Criteria � Civil and structural works
NT2-L4-C-UZ.51-001030 500 mm diameter spun pile details
NT2-L4-C-UZ.51-001031 350 mm diameter spun pile details
NT2-L4-C-UZ.51-001032 300 mm diameter spun pile details
NT2-L4-C-UZ.51-001033 200 mm diameter spun pile details
UMB (Gas Turbine Building)
NT2-L4-C-UMB.61-020001 UMB Pile layout
NT2-L1-C-UMB.55-600101 General arrangement
NT2-L1-C-UMA/UMB.05-610099 Foundation loads for 10UMA, 11/12UMB
NT2-L1-C-11/12UMB.05-611098 Foundation loads for filter house
NT2-L1-C-UMB.55-600301 Load plan at 0.00m
NT2-L1-C-UMB.55-600302 Load plan at 4.50m
NT2-L1-C-UMB.55-600303 Load plan at roof
2.2 Load combinations
DL
DL + LL
DL + LL + WL
DL + LL + CL
DL + LL + 0.2*CL + WL
DL + LL + CL + 0.2*WL
DL + LL + (CLtest or CLerection)
DL + 0.3*LL + EL
DL + LL + CL + T
where DL Dead load
LL Live load
CL Maximum rated crane lifting load
CLtest Crane testing load
CLerection Crane erection load
WL Maximum design wind load
EL Earthquake load
T Temperature load
2.3 Sign convention
Sign convention adopted in this report is the same as shown in the reference document NT2-L1-C-
UMA/UMB.05-610099, e.g. for vertical load (Py) : Negative sign for compression, Positive sign for
tension.
2.4 Additional soil investigations
Additional soil investigations will be done following ground improvements, refer to report NT2-L4-C-21-
060001 (Construction method statement of geotechnical investigation after soil improvement work) and
drawing NT2-L4-C-UZA.55-003009 (Borehole location plan).
Appendix A
Pile Design � UMB Building
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 6 -168 -6 -4Other than self-weight 2 10 -216 -5 -4Equipment, piping, and HVAC 3 1 -10 0 1Ground floor 10 NA -87Crane DL - 2x170T 4 to 15 1 -21 1 3Crane DL - 25T 16 to 27 0 -1 0 0
Sum 19 -503 -11 -3
Live LoadsSuperstructure 28 + 29 1 -32 -1 1Ground floor 20 NA -110
Sum 1 -143 -1 1
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 13 -128 9.2 24Crane surge - 2x170T 72 to 83 0 -12 0.5 1Crane inertia/buffer load 96 to 99 51 -246 1 3
Sum 64 -386 11 27
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -2 0.1 0Crane surge - 25T 84 to 95 0 -2 0.1 0Crane inertia/buffer load NA
Sum 1 -4 0 0
Crane Test Loads - 170T, 25T 54 to 69 4 -44 -6.4 -16
Wind Loads 100 to 103 -20 -1277 -203 -641
Temperature Loads 104 to 105 160 -697 -74 -175
Earthquake Loads 106 to 109 126 -621 3 8
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 22 -503 -3 2 2 253 10.9DL + LL 22 -645 -2 2 2 324 8.5DL + LL + WL 164 -1606 -484 2 2 1045 2.6DL + LL + CL 84 -958 20 2 2 489 5.6DL + LL + 0.2*CL + WL 163 -1684 -479 2 2 1081 2.5DL + LL + CL + 0.2*WL 87 -1150 -76 2 2 613 4.5DL + LL + (CLtest or CLerection) 29 -690 -18 2 2 354 7.8DL + 0.3*LL + EL 110 -989 3 2 2 496 5.5DL + LL + CL + T 255 -1655 -155 2 2 905 3.0
C-10/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -88 4 -1Other than self-weight 2 -2 -128 7 3Equipment, piping, and HVAC 3 0 -6 1 0Ground floor 10 NA -133Crane DL - 2x170T 4 to 15 0 -4 0 1Crane DL - 25T 16 to 27 0 0 0 0
Sum -2 -359 12 3
Live LoadsSuperstructure 28 + 29 0 -19 0 1Ground floor 20 NA -170
Sum 0 -188 0 1
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -34 0 1Crane surge - 2x170T 72 to 83 0 -10 0 -1Crane inertia/buffer load 96 to 99 0 -2 0 10
Sum 0 -46 0 11
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 0Crane surge - 25T 84 to 95 0 0 0 0Crane inertia/buffer load NA
Sum 0 -1 0 0
Crane Test Loads - 170T, 25T 54 to 69 0 -31 0 2
Wind Loads 100 to 103 -78 -610 1 397
Temperature Loads 104 to 105 -1 -42 0 27.7
Earthquake Loads 106 to 109 0 -456 1 -1.5
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 12 -359 3 1 1 359 7.7DL + LL 12 -548 3 1 1 548 5.0DL + LL + WL 62 -1006 301 1 1 1006 2.7DL + LL + CL 12 -585 12 1 1 585 4.7DL + LL + 0.2*CL + WL 63 -1015 303 1 1 1015 2.7DL + LL + CL + 0.2*WL 19 -677 71 1 1 677 4.1DL + LL + (CLtest or CLerection) 12 -578 5 1 1 578 4.8DL + 0.3*LL + EL 12 -742 2 1 1 742 3.7DL + LL + CL + T 13 -627 40 1 1 627 4.4
C1-10/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -89 -5 0Other than self-weight 2 -3 -108 -5 -1Equipment, piping, and HVAC 3 0 -6 -1 -1Ground floor 10 NA -133Crane DL - 2x170T 4 to 15 0 -4 0 0Crane DL - 25T 16 to 27 0 0 0 0
Sum -3 -341 -10 -3
Live LoadsSuperstructure 28 + 29 0 -23 0 1Ground floor 20 NA -170
Sum 0 -192 0 1
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -30 0 1Crane surge - 2x170T 72 to 83 0 -5 0 0Crane inertia/buffer load 96 to 99 0 -5 0 -10
Sum 0 -40 0 -9
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 0Crane surge - 25T 84 to 95 0 0 0 0Crane inertia/buffer load NA
Sum 0 -1 0 0
Crane Test Loads - 170T, 25T 54 to 69 0 -27 0 3
Wind Loads 100 to 103 79 -565 -1 -402
Temperature Loads 104 to 105 -1 -41 0 27.7
Earthquake Loads 106 to 109 0 -455 -1 -1.5
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 10 -341 -3 1 1 341 8.1DL + LL 10 -533 -2 1 1 533 5.2DL + LL + WL 57 -958 -304 1 1 958 2.9DL + LL + CL 10 -565 -9 1 1 565 4.9DL + LL + 0.2*CL + WL 57 -966 -306 1 1 966 2.8DL + LL + CL + 0.2*WL 14 -650 -70 1 1 650 4.2DL + LL + (CLtest or CLerection) 10 -560 0 1 1 560 4.9DL + 0.3*LL + EL 11 -723 -4 1 1 723 3.8DL + LL + CL + T 11 -607 18 1 1 607 4.5
E1-10/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 6 -165 6 3Other than self-weight 2 8 -211 6 9Equipment, piping, and HVAC 3 3 -19 0 0Ground floor 10 NA -87Crane DL - 2x170T 4 to 15 4 -26 -1 -4Crane DL - 25T 16 to 27 0 -1 0 0
Sum 21 -508 11 8
Live LoadsSuperstructure 28 + 29 0 -29 2 0Ground floor 20 NA -110
Sum 0 -139 2 0
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 29 -155 -10.2 -26Crane surge - 2x170T 72 to 83 -7 -4 0.5 1Crane inertia/buffer load 96 to 99 45 -238 1.1 3
Sum 66 -398 -9 -22
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -2 -0.1 0Crane surge - 25T 84 to 95 0 -1 0 0Crane inertia/buffer load NA
Sum 1 -3 0 0
Crane Test Loads - 170T, 25T 54 to 69 20 -115 -9.2 -23
Wind Loads 100 to 103 0 -1272 199 637
Temperature Loads 104 to 105 112 -666 73 170.8
Earthquake Loads 106 to 109 100 -583 4 8.1
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 24 -508 8 2 2 258 10.7DL + LL 25 -647 8 2 2 327 8.4DL + LL + WL 164 -1603 487 2 2 1045 2.6DL + LL + CL 88 -967 -10 2 2 489 5.6DL + LL + 0.2*CL + WL 164 -1683 482 2 2 1083 2.5DL + LL + CL + 0.2*WL 94 -1159 85 2 2 622 4.4DL + LL + (CLtest or CLerection) 41 -761 -16 2 2 389 7.1DL + 0.3*LL + EL 94 -966 13 2 2 490 5.6DL + LL + CL + T 214 -1633 160 2 2 897 3.1
E-10/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -3 -151 -2 -28Other than self-weight 2 -1 -238 0 -48Equipment, piping, and HVAC 3 0 -23 1 -2Ground floor 10 NA -145Crane DL - 2x170T 4 to 15 1 -304 -6 -27Crane DL - 25T 16 to 27 0 -3 0 0
Sum -4 -864 -7 -105
Live LoadsSuperstructure 28 + 29 1 -68 -5 -65Ground floor 20 NA -221
Sum 1 -289 -5 -65
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 13 -1358 -24.9 -111Crane surge - 2x170T 72 to 83 3 20 -32.7 -349Crane inertia/buffer load 96 to 99 -51 -251 -0.6 -6
Sum -36 -1589 -58 -466
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 -1 -6 0 0Crane surge - 25T 84 to 95 0 -2 0 0Crane inertia/buffer load NA
Sum -1 -7 0 0
Crane Test Loads - 170T, 25T 54 to 69 6 -1292 -23.5 -106
Wind Loads 100 to 103 0 83 -121 -952
Temperature Loads 104 to 105 -158 -653 2 27
Earthquake Loads 106 to 109 -126 -634 1 6
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 7 -864 -105 3 3 323 8.5DL + LL 12 -1152 -169 3 3 440 6.2DL + LL + WL 103 -1089 -885 3 3 658 4.2DL + LL + CL 80 -2431 -542 3 3 991 2.8DL + LL + 0.2*CL + WL 115 -1409 -978 3 3 796 3.5DL + LL + CL + 0.2*WL 97 -2418 -685 3 3 1034 2.7DL + LL + (CLtest or CLerection) 35 -2444 -275 3 3 907 3.0DL + 0.3*LL + EL 94 -1403 -119 3 3 507 5.4DL + LL + CL + T 209 -3083 -515 3 3 1114 2.5
C-10a/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -3 -153 2 27Other than self-weight 2 -3 -216 -2 50Equipment, piping, and HVAC 3 2 -4 -2 4Ground floor 10 NA -140Crane DL - 2x170T 4 to 15 4 -299 4 20Crane DL - 25T 16 to 27 0 -2 0 0
Sum 0 -812 3 100
Live LoadsSuperstructure 28 + 29 0 -65 4 59Ground floor 20 NA -279
Sum 0 -344 4 59
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 28 -1327 21 90Crane surge - 2x170T 72 to 83 -8 -22 -11.5 -239Crane inertia/buffer load 96 to 99 -46 -239 -9.1 -45
Sum -26 -1588 0 -194
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 -1 -4 -0.1 -1Crane surge - 25T 84 to 95 0 -1 0 0Crane inertia/buffer load NA
Sum -1 -5 0 -1
Crane Test Loads - 170T, 25T 54 to 69 19 -1265 18.4 79
Wind Loads 100 to 103 -17 -206 -102 -804
Temperature Loads 104 to 105 -111 -625 -9 -62.7
Earthquake Loads 106 to 109 -101 -583 -22 -116.4
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 3 -812 100 3 3 304 9.0DL + LL 7 -1156 159 3 3 438 6.3DL + LL + WL 71 -1311 -445 3 3 585 4.7DL + LL + CL 27 -2431 3 3 3 811 3.4DL + LL + 0.2*CL + WL 72 -1629 -485 3 3 705 3.9DL + LL + CL + 0.2*WL 30 -2462 -118 3 3 860 3.2DL + LL + (CLtest or CLerection) 32 -2421 238 3 3 887 3.1DL + 0.3*LL + EL 73 -1332 35 3 3 455 6.0DL + LL + CL + T 137 -3056 -60 3 3 1038 2.6
E-10a/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -142 -3 -34Other than self-weight 2 0 -286 0 -58Equipment, piping, and HVAC 3 0 -19 2 8Ground floor 10 NA -145Crane DL - 2x170T 4 to 15 0 -328 -5 -25Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -920 -6 -109
Live LoadsSuperstructure 28 + 29 0 -79 -6 -75Ground floor 20 NA -221
Sum 0 -300 -6 -75
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1504 -23.9 -102Crane surge - 2x170T 72 to 83 0 16 -33 -352Crane inertia/buffer load 96 to 99 0 0 -0.1 -1
Sum 0 -1488 -57 -455
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 0Crane surge - 25T 84 to 95 0 0 0 0Crane inertia/buffer load NA
Sum 0 0 0 0
Crane Test Loads - 170T, 25T 54 to 69 0 -1400 -22.3 -95
Wind Loads 100 to 103 0 -50 -126 -1063
Temperature Loads 104 to 105 -3 0 -1 -13
Earthquake Loads 106 to 109 0 3 -44 -570
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 6 -920 -109 3 3 343 8.0DL + LL 12 -1220 -184 3 3 468 5.9DL + LL + WL 106 -1257 -983 3 3 747 3.7DL + LL + CL 69 -2410 -548 3 3 986 2.8DL + LL + 0.2*CL + WL 118 -1555 -1074 3 3 876 3.1DL + LL + CL + 0.2*WL 88 -2417 -708 3 3 1042 2.6DL + LL + (CLtest or CLerection) 34 -2619 -280 3 3 966 2.8DL + 0.3*LL + EL 39 -1008 -539 3 3 516 5.3DL + LL + CL + T 69 -2410 -561 3 3 990 2.8
C-11/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -140 2 29Other than self-weight 2 0 -258 -1 62Equipment, piping, and HVAC 3 0 -21 -1 18Ground floor 10 NA -169Crane DL - 2x170T 4 to 15 0 -327 4 15Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -915 4 124
Live LoadsSuperstructure 28 + 29 0 -85 2 56Ground floor 20 NA -338
Sum 0 -423 2 56
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1502 14.5 53Crane surge - 2x170T 72 to 83 0 21 5.5 213Crane inertia/buffer load 96 to 99 0 -1 7.3 37
Sum 1 -1482 27 303
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0.1 0Crane surge - 25T 84 to 95 0 0 0 0Crane inertia/buffer load NA
Sum 0 0 0 1
Crane Test Loads - 170T, 25T 54 to 69 0 -1398 14.5 55
Wind Loads 100 to 103 0 -62 93 993
Temperature Loads 104 to 105 2 -2 5 17.6
Earthquake Loads 106 to 109 0 7 26 439
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 4 -915 124 3 3 346 7.9DL + LL 6 -1338 180 3 3 506 5.4DL + LL + WL 76 -1385 926 3 3 770 3.6DL + LL + CL 33 -2523 422 3 3 982 2.8DL + LL + 0.2*CL + WL 81 -1681 987 3 3 889 3.1DL + LL + CL + 0.2*WL 47 -2533 572 3 3 1035 2.7DL + LL + (CLtest or CLerection) 20 -2736 235 3 3 990 2.8DL + 0.3*LL + EL 23 -1037 454 3 3 497 5.5DL + LL + CL + T 38 -2525 440 3 3 988 2.8
E-11/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -161 -3 -38Other than self-weight 2 0 -338 1 -69Equipment, piping, and HVAC 3 0 -29 -1 -13Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 0 -397 -6 -25Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -1090 -9 -145
Live LoadsSuperstructure 28 + 29 0 -100 -8 -104Ground floor 20 NA -249
Sum 0 -349 -8 -104
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1824 -28.1 -101Crane surge - 2x170T 72 to 83 0 16 -48.1 -543Crane inertia/buffer load 96 to 99 0 0 -0.1 -1
Sum 0 -1808 -76 -644
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 0Crane surge - 25T 84 to 95 0 0 0 0Crane inertia/buffer load NA
Sum 0 0 0 -1
Crane Test Loads - 170T, 25T 54 to 69 0 -1532 -23.6 -83
Wind Loads 100 to 103 0 -76 -97 -1135
Temperature Loads 104 to 105 -7 0 -1 -18
Earthquake Loads 106 to 109 0 -11 -39 -597
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 9 -1090 -145 3 3 411 6.7DL + LL 17 -1438 -249 3 3 562 4.9DL + LL + WL 90 -1496 -1102 3 3 866 3.2DL + LL + CL 94 -2885 -765 3 3 1089 2.5DL + LL + 0.2*CL + WL 105 -1857 -1231 3 3 1029 2.7DL + LL + CL + 0.2*WL 108 -2896 -935 3 3 1121 2.5DL + LL + (CLtest or CLerection) 41 -2970 -332 3 3 1101 2.5DL + 0.3*LL + EL 39 -1202 -602 3 3 602 4.6DL + LL + CL + T 95 -2885 -783 3 3 1092 2.5
C-12/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -150 3 36Other than self-weight 2 0 -319 -2 68Equipment, piping, and HVAC 3 0 -19 0 18Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 0 -397 6 24Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -1049 7 144
Live LoadsSuperstructure 28 + 29 0 -91 7 100Ground floor 20 NA -249
Sum 0 -340 7 100
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1824 26.5 92Crane surge - 2x170T 72 to 83 0 17 41.6 503Crane inertia/buffer load 96 to 99 0 0 1.9 10
Sum 0 -1807 70 605
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 0Crane surge - 25T 84 to 95 0 0 0 0Crane inertia/buffer load NA
Sum 0 0 0 0
Crane Test Loads - 170T, 25T 54 to 69 0 -1532 22.4 77
Wind Loads 100 to 103 8 -76 114 1221
Temperature Loads 104 to 105 -5 1 -1 1.3
Earthquake Loads 106 to 109 0 -8 36 572.2
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 7 -1049 144 3 3 398 6.9DL + LL 14 -1389 245 3 3 544 5.1DL + LL + WL 100 -1446 1163 3 3 869 3.2DL + LL + CL 84 -2835 729 3 3 1066 2.6DL + LL + 0.2*CL + WL 114 -1807 1284 3 3 1030 2.7DL + LL + CL + 0.2*WL 101 -2846 912 3 3 1101 2.5DL + LL + (CLtest or CLerection) 36 -2920 322 3 3 1081 2.5DL + 0.3*LL + EL 35 -1156 583 3 3 580 4.7DL + LL + CL + T 83 -2834 730 3 3 1066 2.6
E-12/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 4 -182 -3 -41Other than self-weight 2 7 -334 1 -71Equipment, piping, and HVAC 3 0 -17 0 -8Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 -4 -332 -7 -30Crane DL - 25T 16 to 27 0 -1 0 0
Sum 8 -1029 -9 -151
Live LoadsSuperstructure 28 + 29 1 -97 -8 -102Ground floor 20 NA -249
Sum 1 -346 -8 -102
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 -10 -1563 -30.7 -116Crane surge - 2x170T 72 to 83 4 -36 -47.4 -540Crane inertia/buffer load 96 to 99 50 -250 0.4 5
Sum 43 -1848 -78 -651
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -3 0 0Crane surge - 25T 84 to 95 0 -1 0 0Crane inertia/buffer load NA
Sum 1 -3 0 0
Crane Test Loads - 170T, 25T 54 to 69 -14 -1281 -25.7 -96
Wind Loads 100 to 103 3 -152 -103 -1277
Temperature Loads 104 to 105 81 -341 0 -11
Earthquake Loads 106 to 109 2 -55 -42 -669
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 12 -1029 -151 3 3 393 7.0DL + LL 19 -1375 -253 3 3 543 5.1DL + LL + WL 95 -1489 -1213 3 3 901 3.1DL + LL + CL 108 -2857 -774 3 3 1081 2.5DL + LL + 0.2*CL + WL 112 -1859 -1343 3 3 1068 2.6DL + LL + CL + 0.2*WL 122 -2880 -966 3 3 1121 2.5DL + LL + (CLtest or CLerection) 43 -2656 -349 3 3 1002 2.7DL + 0.3*LL + EL 43 -1172 -659 3 3 611 4.5DL + LL + CL + T 164 -3198 -785 3 3 1197 2.3
C-14/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 4 -173 3 37Other than self-weight 2 6 -313 -2 71Equipment, piping, and HVAC 3 3 -29 1 21Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 -8 -335 7 28Crane DL - 25T 16 to 27 0 -1 0 0
Sum 5 -1014 9 158
Live LoadsSuperstructure 28 + 29 1 -83 7 103Ground floor 20 NA -249
Sum 1 -331 7 103
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 -29 -1582 30 109Crane surge - 2x170T 72 to 83 -1 -22 44.3 492Crane inertia/buffer load 96 to 99 41 -238 -0.4 -4
Sum 11 -1841 74 597
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -2 0 -1Crane surge - 25T 84 to 95 0 -1 0 1Crane inertia/buffer load NA
Sum 1 -3 0 0
Crane Test Loads - 170T, 25T 54 to 69 -30 -1297 25.1 90
Wind Loads 100 to 103 7 -151 102 1253
Temperature Loads 104 to 105 71 -340 -1 -3.4
Earthquake Loads 106 to 109 4 -52 41 658.1
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 10 -1014 158 3 3 391 7.0DL + LL 17 -1346 261 3 3 535 5.1DL + LL + WL 93 -1459 1203 3 3 887 3.1DL + LL + CL 91 -2822 738 3 3 1064 2.6DL + LL + 0.2*CL + WL 108 -1828 1322 3 3 1050 2.6DL + LL + CL + 0.2*WL 107 -2844 927 3 3 1103 2.5DL + LL + (CLtest or CLerection) 48 -2643 350 3 3 998 2.8DL + 0.3*LL + EL 41 -1150 659 3 3 603 4.6DL + LL + CL + T 125 -3162 735 3 3 1176 2.3
E-14/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -3 -164 -3 -39Other than self-weight 2 -6 -279 0 -62Equipment, piping, and HVAC 3 -1 -21 2 3Ground floor 10 NA -150Crane DL - 2x170T 4 to 15 3 -302 -6 -26Crane DL - 25T 16 to 27 0 -3 0 0
Sum -8 -918 -6 -123
Live LoadsSuperstructure 28 + 29 0 -84 -6 -77Ground floor 20 NA -307
Sum 0 -391 -6 -77
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 19 -1355 -25.3 -97Crane surge - 2x170T 72 to 83 0 0 -34.1 -367Crane inertia/buffer load 96 to 99 -50 -251 0.3 3
Sum -31 -1606 -59 -461
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 -1 -6 0 0Crane surge - 25T 84 to 95 0 -2 0 0Crane inertia/buffer load NA
Sum -1 -8 0 0
Crane Test Loads - 170T, 25T 54 to 69 12 -1270 -23.3 -91
Wind Loads 100 to 103 3 5 -145 -1374
Temperature Loads 104 to 105 -79 -341 2 26
Earthquake Loads 106 to 109 -129 -656 2 10
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 10 -918 -123 3 3 347 7.9DL + LL 14 -1309 -200 3 3 503 5.5DL + LL + WL 122 -1306 -1233 3 3 846 3.2DL + LL + CL 81 -2602 -568 3 3 1057 2.6DL + LL + 0.2*CL + WL 134 -1628 -1325 3 3 985 2.8DL + LL + CL + 0.2*WL 101 -2602 -775 3 3 996 2.8DL + LL + (CLtest or CLerection) 36 -2579 -291 3 3 957 2.9DL + 0.3*LL + EL 100 -1504 -139 3 3 548 5.0DL + LL + CL + T 137 -2943 -543 3 3 1071 2.6
C-15/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -3 -164 3 34Other than self-weight 2 -6 -266 -1 62Equipment, piping, and HVAC 3 2 -10 -1 14Ground floor 10 NA -150Crane DL - 2x170T 4 to 15 5 -301 6 25Crane DL - 25T 16 to 27 0 -2 0 0
Sum -3 -893 6 135
Live LoadsSuperstructure 28 + 29 1 -72 6 78Ground floor 20 NA -307
Sum 1 -379 6 78
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 27 -1350 25 94Crane surge - 2x170T 72 to 83 -5 -5 34.3 370Crane inertia/buffer load 96 to 99 -41 -239 -0.5 -5
Sum -19 -1593 59 459
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 -1 -5 0 -1Crane surge - 25T 84 to 95 0 -1 0 0Crane inertia/buffer load NA
Sum -1 -6 0 0
Crane Test Loads - 170T, 25T 54 to 69 19 -1264 23 88
Wind Loads 100 to 103 7 4 142 1339
Temperature Loads 104 to 105 -69 -341 -2 -18.7
Earthquake Loads 106 to 109 -104 -614 -2 -12.8
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 7 -893 135 3 3 343 8.0DL + LL 12 -1271 212 3 3 495 5.6DL + LL + WL 118 -1268 1219 3 3 829 3.3DL + LL + CL 74 -2551 580 3 3 1044 2.6DL + LL + 0.2*CL + WL 130 -1588 1311 3 3 966 2.8DL + LL + CL + 0.2*WL 94 -2551 781 3 3 1111 2.5DL + LL + (CLtest or CLerection) 39 -2536 300 3 3 945 2.9DL + 0.3*LL + EL 78 -1445 149 3 3 531 5.2DL + LL + CL + T 115 -2892 561 3 3 1058 2.6
E-15/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -143 -3 -34Other than self-weight 2 0 -294 0 -56Equipment, piping, and HVAC 3 0 -19 2 6Ground floor 10 NA -156Crane DL - 2x170T 4 to 15 0 -348 -6 -23Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -960 -6 -108
Live LoadsSuperstructure 28 + 29 0 -83 -6 -78Ground floor 20 NA -315
Sum 0 -398 -6 -78
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1597 -23.7 -86Crane surge - 2x170T 72 to 83 0 16 -34.9 -377Crane inertia/buffer load 96 to 99 0 0 0 0
Sum 0 -1582 -59 -463
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 -1Crane surge - 25T 84 to 95 0 0 0 -1Crane inertia/buffer load NA
Sum 0 0 0 -1
Crane Test Loads - 170T, 25T 54 to 69 0 -1434 -22 -81
Wind Loads 100 to 103 0 -63 -147 -1375
Temperature Loads 104 to 105 -3 0 -1 -16
Earthquake Loads 106 to 109 0 -14 -38 -581
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 6 -960 -108 3 3 356 7.7DL + LL 12 -1358 -186 3 3 515 5.3DL + LL + WL 123 -1405 -1220 3 3 875 3.1DL + LL + CL 71 -2623 -558 3 3 1060 2.6DL + LL + 0.2*CL + WL 134 -1721 -1313 3 3 1011 2.7DL + LL + CL + 0.2*WL 93 -2632 -764 3 3 1132 2.4DL + LL + (CLtest or CLerection) 34 -2791 -267 3 3 1019 2.7DL + 0.3*LL + EL 35 -1089 -546 3 3 545 5.0DL + LL + CL + T 71 -2623 -573 3 3 1065 2.6
C-10/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -143 2 29Other than self-weight 2 0 -266 -1 60Equipment, piping, and HVAC 3 0 -21 -1 16Ground floor 10 NA -168Crane DL - 2x170T 4 to 15 0 -348 4 17Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -945 4 122
Live LoadsSuperstructure 28 + 29 0 -79 4 69Ground floor 20 NA -440
Sum 0 -519 4 69
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1596 19.7 65Crane surge - 2x170T 72 to 83 -1 20 14.2 268Crane inertia/buffer load 96 to 99 0 -1 8.2 43
Sum -1 -1577 42 375
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0.1 1Crane surge - 25T 84 to 95 0 0 0.1 1Crane inertia/buffer load NA
Sum 0 0 0 2
Crane Test Loads - 170T, 25T 54 to 69 0 -1433 17.1 55
Wind Loads 100 to 103 -7 -64 133 1349
Temperature Loads 104 to 105 2 -2 10 46.3
Earthquake Loads 106 to 109 0 -10 32 545.8
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 4 -945 122 3 3 356 7.7DL + LL 8 -1464 191 3 3 552 5.0DL + LL + WL 108 -1513 1205 3 3 906 3.0DL + LL + CL 51 -2726 494 3 3 1073 2.6DL + LL + 0.2*CL + WL 117 -1828 1281 3 3 1036 2.7DL + LL + CL + 0.2*WL 71 -2736 696 3 3 1144 2.4DL + LL + (CLtest or CLerection) 26 -2897 247 3 3 1048 2.6DL + 0.3*LL + EL 28 -1108 533 3 3 547 5.0DL + LL + CL + T 61 -2729 540 3 3 1089 2.5
E-10/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -142 -3 -34Other than self-weight 2 0 -286 0 -58Equipment, piping, and HVAC 3 0 -19 2 8Ground floor 10 NA -150Crane DL - 2x170T 4 to 15 0 -338 -5 -24Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -936 -6 -108
Live LoadsSuperstructure 28 + 29 0 -81 -6 -79Ground floor 20 NA -228
Sum 0 -310 -6 -79
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 -1 -1553 -24.1 -93Crane surge - 2x170T 72 to 83 0 16 -35.9 -397Crane inertia/buffer load 96 to 99 0 0 -0.1 -1
Sum 0 -1538 -60 -491
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 -0.1 -1Crane surge - 25T 84 to 95 0 0 -0.1 -2Crane inertia/buffer load NA
Sum 0 0 0 -3
Crane Test Loads - 170T, 25T 54 to 69 -1 -1424 -22.1 -85
Wind Loads 100 to 103 0 -61 -130 -1033
Temperature Loads 104 to 105 -5 0 -1 -17
Earthquake Loads 106 to 109 0 -13 -36 -548
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 6 -936 -108 3 3 348 7.9DL + LL 12 -1246 -187 3 3 478 5.8DL + LL + WL 110 -1292 -964 3 3 752 3.7DL + LL + CL 72 -2476 -582 3 3 1019 2.7DL + LL + 0.2*CL + WL 122 -1599 -1062 3 3 887 3.1DL + LL + CL + 0.2*WL 92 -2485 -738 3 3 1074 2.6DL + LL + (CLtest or CLerection) 34 -2669 -272 3 3 981 2.8DL + 0.3*LL + EL 33 -1038 -523 3 3 520 5.3DL + LL + CL + T 73 -2476 -599 3 3 1025 2.7
C-11/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -140 2 29Other than self-weight 2 0 -258 -1 62Equipment, piping, and HVAC 3 0 -21 -1 18Ground floor 10 NA -175Crane DL - 2x170T 4 to 15 0 -338 5 20Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -932 5 129
Live LoadsSuperstructure 28 + 29 0 -87 3 61Ground floor 20 NA -350
Sum 0 -437 3 61
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1552 19.7 70Crane surge - 2x170T 72 to 83 0 22 6.9 211Crane inertia/buffer load 96 to 99 0 -1 6.8 35
Sum 0 -1531 33 315
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0 1Crane surge - 25T 84 to 95 0 0 0 1Crane inertia/buffer load NA
Sum 0 0 0 2
Crane Test Loads - 170T, 25T 54 to 69 0 -1423 18.6 68
Wind Loads 100 to 103 0 -72 117 1281
Temperature Loads 104 to 105 -3 0 8 45.8
Earthquake Loads 106 to 109 0 -8 30 515.3
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 5 -932 129 3 3 354 7.8DL + LL 8 -1369 190 3 3 520 5.3DL + LL + WL 96 -1423 1153 3 3 859 3.2DL + LL + CL 41 -2594 444 3 3 1012 2.7DL + LL + 0.2*CL + WL 102 -1730 1216 3 3 982 2.8DL + LL + CL + 0.2*WL 59 -2604 636 3 3 1080 2.5DL + LL + (CLtest or CLerection) 26 -2792 257 3 3 1016 2.7DL + 0.3*LL + EL 28 -1069 515 3 3 528 5.2DL + LL + CL + T 49 -2593 490 3 3 1028 2.7
E-11/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -162 -3 -38Other than self-weight 2 0 -342 1 -70Equipment, piping, and HVAC 3 0 -17 1 1Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 0 -397 -6 -26Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -1083 -7 -133
Live LoadsSuperstructure 28 + 29 0 -101 -8 -106Ground floor 20 NA -249
Sum 0 -349 -8 -106
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 1 -1824 -28 -99Crane surge - 2x170T 72 to 83 0 17 -47.5 -531Crane inertia/buffer load 96 to 99 0 0 -0.1 -2
Sum 1 -1807 -76 -631
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 -0.1 -2Crane surge - 25T 84 to 95 0 0 -0.1 -2Crane inertia/buffer load NA
Sum 0 0 0 -4
Crane Test Loads - 170T, 25T 54 to 69 1 -1532 -23.5 -82
Wind Loads 100 to 103 0 -76 -97 -1134
Temperature Loads 104 to 105 -9 0 -1 -19
Earthquake Loads 106 to 109 0 -10 -38 -588
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 7 -1083 -133 3 3 405 6.8DL + LL 15 -1433 -239 3 3 557 4.9DL + LL + WL 88 -1490 -1091 3 3 860 3.2DL + LL + CL 91 -2879 -748 3 3 1084 2.5DL + LL + 0.2*CL + WL 103 -1851 -1219 3 3 1023 2.7DL + LL + CL + 0.2*WL 106 -2890 -918 3 3 1116 2.5DL + LL + (CLtest or CLerection) 39 -2964 -320 3 3 1095 2.5DL + 0.3*LL + EL 37 -1195 -584 3 3 593 4.6DL + LL + CL + T 93 -2879 -767 3 3 1088 2.5
C-12/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -149 3 32Other than self-weight 2 0 -323 -2 69Equipment, piping, and HVAC 3 0 -19 1 29Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 0 -397 6 22Crane DL - 25T 16 to 27 0 0 0 0
Sum 0 -1052 7 153
Live LoadsSuperstructure 28 + 29 0 -91 7 100Ground floor 20 NA -249
Sum 0 -339 7 100
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -1824 26.1 85Crane surge - 2x170T 72 to 83 0 16 44.1 524Crane inertia/buffer load 96 to 99 0 0 1 4
Sum 1 -1808 71 612
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 0 0.1 2Crane surge - 25T 84 to 95 0 0 0.1 2Crane inertia/buffer load NA
Sum 0 0 0 4
Crane Test Loads - 170T, 25T 54 to 69 0 -1532 21.9 69
Wind Loads 100 to 103 8 -74 138 1304
Temperature Loads 104 to 105 -5 1 2 17.1
Earthquake Loads 106 to 109 0 -8 36 569.6
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 7 -1052 153 3 3 402 6.8DL + LL 14 -1391 252 3 3 548 5.0DL + LL + WL 118 -1447 1232 3 3 893 3.1DL + LL + CL 85 -2838 746 3 3 1070 2.6DL + LL + 0.2*CL + WL 132 -1809 1356 3 3 1055 2.6DL + LL + CL + 0.2*WL 106 -2849 942 3 3 1107 2.5DL + LL + (CLtest or CLerection) 36 -2923 321 3 3 1081 2.5DL + 0.3*LL + EL 35 -1160 589 3 3 583 4.7DL + LL + CL + T 87 -2837 763 3 3 1073 2.6
E-12/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 6 -194 -3 -39Other than self-weight 2 9 -342 1 -66Equipment, piping, and HVAC 3 -8 -20 1 5Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 -3 -368 -7 -28Crane DL - 25T 16 to 27 0 4 0 -1
Sum 5 -1083 -7 -130
Live LoadsSuperstructure 28 + 29 2 -96 -8 -104Ground floor 20 NA -249
Sum 2 -345 -8 -104
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 -7 -1662 -29.6 -115Crane surge - 2x170T 72 to 83 2 -5 -47.3 -531Crane inertia/buffer load 96 to 99 49 -248 0.4 5
Sum 44 -1914 -77 -641
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -3 0 -1Crane surge - 25T 84 to 95 0 -1 -0.2 -4Crane inertia/buffer load NA
Sum 0 -4 0 -5
Crane Test Loads - 170T, 25T 54 to 69 -11 -1413 -24.9 -96
Wind Loads 100 to 103 -4 28 -151 -1081
Temperature Loads 104 to 105 2 44 -1 -15
Earthquake Loads 106 to 109 134 -669 2 12
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 9 -1083 -130 3 3 404 6.8DL + LL 17 -1428 -233 3 3 554 5.0DL + LL + WL 129 -1407 -1046 3 3 818 3.4DL + LL + CL 105 -2963 -751 3 3 1113 2.5DL + LL + 0.2*CL + WL 145 -1791 -1175 3 3 989 2.8DL + LL + CL + 0.2*WL 125 -2959 -913 3 3 1138 2.4DL + LL + (CLtest or CLerection) 40 -2841 -329 3 3 1057 2.6DL + 0.3*LL + EL 102 -1664 -152 3 3 605 4.5DL + LL + CL + T 107 -2919 -766 3 3 1101 2.5
C-14/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 7 -188 3 33Other than self-weight 2 15 -348 -2 64Equipment, piping, and HVAC 3 49 -74 1 31Ground floor 10 NA -164Crane DL - 2x170T 4 to 15 -3 -365 7 28Crane DL - 25T 16 to 27 0 -1 0 0
Sum 68 -1140 8 157
Live LoadsSuperstructure 28 + 29 1 -85 7 99Ground floor 20 NA -249
Sum 1 -334 7 99
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 -11 -1647 29.5 116Crane surge - 2x170T 72 to 83 3 -7 45.7 515Crane inertia/buffer load 96 to 99 48 -232 -0.1 1
Sum 40 -1885 75 631
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -2 0.1 2Crane surge - 25T 84 to 95 0 -1 0.2 4Crane inertia/buffer load NA
Sum 0 -3 0 6
Crane Test Loads - 170T, 25T 54 to 69 -14 -1403 24.8 97
Wind Loads 100 to 103 -11 90 147 1029
Temperature Loads 104 to 105 42 -4 1 17
Earthquake Loads 106 to 109 130 -620 -1 6.4
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 69 -1140 157 3 3 432 6.4DL + LL 70 -1474 255 3 3 576 4.8DL + LL + WL 139 -1406 1029 3 3 812 3.4DL + LL + CL 141 -2985 766 3 3 1097 2.5DL + LL + 0.2*CL + WL 156 -1784 1156 3 3 980 2.8DL + LL + CL + 0.2*WL 155 -2971 921 3 3 1144 2.4DL + LL + (CLtest or CLerection) 68 -2876 352 3 3 1076 2.6DL + 0.3*LL + EL 161 -1683 191 3 3 624 4.4DL + LL + CL + T 176 -2988 783 3 3 1101 2.5
E-14/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -5 -170 -3 -35Other than self-weight 2 -9 -275 0 -52Equipment, piping, and HVAC 3 -5 -32 -23 -91Ground floor 10 NA -145Crane DL - 2x170T 4 to 15 4 -307 -5 -25Crane DL - 25T 16 to 27 0 -4 0 0
Sum -15 -933 -31 -202
Live LoadsSuperstructure 28 + 29 1 -100 -5 -67Ground floor 20 NA -294
Sum 1 -394 -5 -67
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 24 -1369 -24.6 -106Crane surge - 2x170T 72 to 83 3 22 -32.7 -363Crane inertia/buffer load 96 to 99 -49 -246 0.5 5
Sum -22 -1593 -57 -464
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 1 -8 0.1 0Crane surge - 25T 84 to 95 0 -3 -0.1 -1Crane inertia/buffer load NA
Sum 1 -11 0 -1
Crane Test Loads - 170T, 25T 54 to 69 17 -1294 -22.9 -98
Wind Loads 100 to 103 -3 -136 -117 -966
Temperature Loads 104 to 105 -1 -40 0 -2
Earthquake Loads 106 to 109 -135 -666 2 14
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 35 -933 -202 3 3 378 7.3DL + LL 39 -1327 -269 3 3 532 5.2DL + LL + WL 126 -1429 -995 3 3 808 3.4DL + LL + CL 100 -2612 -641 3 3 1084 2.5DL + LL + 0.2*CL + WL 138 -1750 -1088 3 3 946 2.9DL + LL + CL + 0.2*WL 117 -2632 -786 3 3 1140 2.4DL + LL + (CLtest or CLerection) 60 -2621 -367 3 3 996 2.8DL + 0.3*LL + EL 115 -1527 -212 3 3 580 4.7DL + LL + CL + T 100 -2652 -643 3 3 1098 2.5
C-15/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -4 -182 5 12Other than self-weight 2 -12 -380 13 31Equipment, piping, and HVAC 3 31 34 49 80Ground floor 10 NA -175Crane DL - 2x170T 4 to 15 4 -301 2 3Crane DL - 25T 16 to 27 0 -3 0 0
Sum 19 -1005 69 126
Live LoadsSuperstructure 28 + 29 1 -38 26 59Ground floor 20 NA -485
Sum 1 -523 26 59
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 14 -1020 3.8 5Crane surge - 2x170T 72 to 83 -2 -142 -52.3 -117Crane inertia/buffer load 96 to 99 -48 -253 -8.7 -20
Sum -36 -1414 -57 -131
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 -1 -7 -0.8 -2Crane surge - 25T 84 to 95 0 -7 -2.3 -5Crane inertia/buffer load NA
Sum -1 -13 -3 -7
Crane Test Loads - 170T, 25T 54 to 69 18 -1275 4.8 7
Wind Loads 100 to 103 -50 -318 -69 -146
Temperature Loads 104 to 105 -40 3 31 140.3
Earthquake Loads 106 to 109 -130 -641 -10 -22.2
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 71 -1005 126 3 3 377 7.3DL + LL 97 -1528 184 3 3 571 4.8DL + LL + WL 47 -1767 74 3 3 614 4.5DL + LL + CL 39 -2673 73 3 3 915 3.0DL + LL + 0.2*CL + WL 40 -2053 47 3 3 700 3.9DL + LL + CL + 0.2*WL 35 -2721 51 3 3 924 3.0DL + LL + (CLtest or CLerection) 107 -2803 191 3 3 998 2.8DL + 0.3*LL + EL 102 -1620 127 3 3 582 4.7DL + LL + CL + T 87 -2670 213 3 3 961 2.9
E-15/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building
Note: all loads are referred from NT2-L1-C-UMA/UMB.05-610099 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 0 -104 11 4Other than self-weight 2 -3 -245 12 7Equipment, piping, and HVAC 3 0 -198 42 19Ground floor 10 NA -64Crane DL - 2x170T 4 to 15 0 -4 2 1Crane DL - 25T 16 to 27 0 -1 0 0
Sum -3 -615 67 30
Live LoadsSuperstructure 28 + 29 0 -109 19 9Ground floor 20 NA -156
Sum 0 -264 19 9
Crane Loads - 2x170T CraneCrane lifted load - 2x170T 30 to 41 0 -35 8.2 4Crane surge - 2x170T 72 to 83 0 -130 35.3 18Crane inertia/buffer load 96 to 99 0 -23 6.2 3
Sum 0 -188 50 26
Crane Loads - 25T CraneCrane lifted load - 25T 42 to 53 0 -8 1.9 1Crane surge - 25T 84 to 95 0 -7 1.6 1Crane inertia/buffer load NA
Sum 0 -14 4 2
Crane Test Loads - 170T, 25T 54 to 69 0 -28 6.5 3
Wind Loads 100 to 103 -16 -719 205 -124
Temperature Loads 104 to 105 1 5 19 35
Earthquake Loads 106 to 109 0 -491 125 65
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 67 -615 30 2 2 323 8.5DL + LL 86 -880 40 2 2 460 6.0DL + LL + WL 241 -1420 -54 2 2 737 3.7DL + LL + CL 139 -1044 62 2 2 553 5.0DL + LL + 0.2*CL + WL 251 -1461 -48 2 2 755 3.6DL + LL + CL + 0.2*WL 170 -1152 43 2 2 598 4.6DL + LL + (CLtest or CLerection) 92 -908 43 2 2 475 5.8DL + 0.3*LL + EL 163 -1045 80 2 2 563 4.9DL + LL + CL + T 158 -1039 97 2 2 568 4.8
G-15/12UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building (Filter House Area)
Note: all loads are referred from NT2-L1-C-11/12UMB.05-610098 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -66 -3 -13Other than self-weight 2 -348Ground floor 10 NA -72
Sum 0 -486 -3 -13
Live LoadsSuperstructure 3 -38Ground floor 20 NA -143 (from CM1 load plan)Compressor surging 12 -1 -105
Sum -1 -286 0 0
Wind Loads 4 - 7 -103 -74 -557
Temperature Loads 14, 15 -2 -3 -27
Earthquake Loads 8 - 11 -113 -81 -612
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 3 -486 -13 0 1 486 5.7DL + LL 3 -772 -13 0 1 772 3.6DL + LL + WL/1.33 59 -849 -432 0 1 849 3.2DL + 0.3*LL + EL/1.4 61 -652 -450 0 1 652 4.2DL + LL + T 7 -772 -40 0 1 772 3.6
Fc-11.9/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB (Filter House)_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building (Filter House Area)
Note: all loads are referred from NT2-L1-C-11/12UMB.05-610098 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -76 -4 -15Other than self-weight 2 -282Ground floor 10 NA -124
Sum 0 -482 -4 -15
Live LoadsSuperstructure 3 -71 1Ground floor 20 NA -247 (from CM1 load plan)Compressor surging 12 -2 -95
Sum -2 -413 1 0
Wind Loads 4 - 7 -109 -68 -532
Temperature Loads 14, 15 -1 -4 -36
Earthquake Loads 8 - 11 -116 -73 -564
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 4 -482 -15 0 1 482 5.7DL + LL 4 -895 -15 0 1 895 3.1DL + LL + WL/1.33 54 -976 -415 0 1 976 2.8DL + 0.3*LL + EL/1.4 56 -688 -418 0 1 688 4.0DL + LL + T 8 -895 -51 0 1 895 3.1
Ff-11.9/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB (Filter House)_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building (Filter House Area)
Note: all loads are referred from NT2-L1-C-11/12UMB.05-610098 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 -2 -85 -4 -16Other than self-weight 2 -528Ground floor 10 NA -169
Sum -2 -782 -4 -16
Live LoadsSuperstructure 3 -235 1Ground floor 20 NA -338 (from CM1 load plan)Compressor surging 12 -52 -194
Sum -52 -767 1 0
Wind Loads 4 - 7 9 -139 -70 -544
Temperature Loads 14, 15 -1 5 39
Earthquake Loads 8 - 11 9 -149 -74 -579
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 4 -782 -16 2 2 399 6.9DL + LL 54 -1549 -16 2 2 783 3.5DL + LL + WL/1.33 73 -1654 -425 2 2 1039 2.6DL + 0.3*LL + EL/1.4 58 -1119 -430 2 2 774 3.6DL + LL + T 55 -1549 23 2 2 786 3.5
H-11.9/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB (Filter House)_RevB
43255 Nhon Trach 2 CCPPFoundation Loads - UMB Building (Filter House Area)
Note: all loads are referred from NT2-L1-C-11/12UMB.05-610098 by Siemens PG
Column
Case NO. Px (kN) Py (kN) Pz (kN) M (kN-m)Dead LoadsSelf-weight of members 1 2 -76 -3 -12Other than self-weight 2 -204Ground floor 10 NA -122
Sum 2 -402 -3 -12
Live LoadsSuperstructure 3 -137Ground floor 20 NA -244 (from CM1 load plan)Compressor surging 12 -52 -204
Sum -52 -585 0 0
Wind Loads 4 - 7 9 -118 -65 -444
Temperature Loads 14, 15 2 -5 -34
Earthquake Loads 8 - 11 9 -126 -69 -475
Load Combinations H Py M Arm No. of Load / pile F.S.(kN) (kN) (kN-m) (m) Piles (kN)
DL 4 -402 -12 0 1 402 6.8DL + LL 50 -988 -12 0 1 988 2.8DL + LL + WL/1.33 68 -1076 -346 0 1 1076 2.6DL + 0.3*LL + EL/1.4 53 -668 -351 0 1 668 4.1DL + LL + T 49 -988 -46 0 1 988 2.8
J-11.9/11UMB
P:\43255 Nhon Trach2 CJ\3.0 Service Delivery\3.9 Analysis\3.9.1 Power Island\UMB\Piles\43255 NT2 Foundation Loads - UMB (Filter House)_RevB
Appendix B
Pile Group Settlement Calculations
