ML020290111

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Part 7 of 22, Diablo Canyon Independent Spent Fuel Storage Installation, Submittal of Non-Proprietary Calculation Packages, Appendix FC-1 to Calculation PGE-009-CALC-003
ML020290111
Person / Time
Site: Diablo Canyon  Pacific Gas & Electric icon.png
Issue date: 12/21/2001
From: Womack L F
Pacific Gas & Electric Co
To:
Document Control Desk, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
+sispmjr200505, -RFPFR, DIL-01-004 PGE-009-CALC-003
Download: ML020290111 (148)
v • d • e


Text

Sheet 191 of 338 F '~ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

      • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
          • FX = 436429.4 FY = -336050.5 FZ = 595729.0 MX = 7532480.

MY = -8486133.

MZ = -8528200.

SUMMATION POINT= 204.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 233902.0 FY = -332032.6 FZ = 580897.4 MX = 3685275.

MY = -1227042.

MZ = -5426102.

SUMMATION POINT= 204.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6-101.90 -101.90 'ES *****

Sheet 192 of 338 F' 3 ESERVCES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 67944.89 FY = -342727.8 FZ = 497440.9 MX = 5575850.

MY = 3372176.

MZ = -5094013.

SUMMATION POINT= 204.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5-305.90 -305.90'ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND 0. TOLERANCE=

0.528200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 I -509.90 -509.90 RESELECT KABS= 1225 SELECT 1140 1225 RESELECT KABS= 25 NODE FOR Sheet 193 of 338 r F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = -86956.31 FY = -369445.6 FZ = 350563.8 MX = 0.1262482E+08 MY = 6090383.

MZ = -7138586.

SUMMATION POINT= 204.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 "MOMENT SUMMATION LOCATION=

204.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -250785.5 FY = -413725.7 FZ = 124277.2 MX = 0.2554487E+08 MY = 7742754.

MZ = -0.1282578E+08 SUMMATION POINT= 204.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.-713.90 -713.90 ES *****

Fm ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at Z = -918.0 LINE 3 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -327994.5 FY = -92138.94 FZ = -211155.3 MX = 0.1114411E+08 MY = 0.1120237E+08 MZ = -6189428.

SUMMATION POINT= 204.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 RESELECT KABS= 50 SELECT 20 50 RESELECT KABS= 25 Sheet 194 of 338-917.90 -917.90 ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -977.90 0. TOLERANCE=

0.602000E-06 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND -977.90 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

Sheet 195 of 338 F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = -339306.5 FY = -48874.54 FZ = -325451.8 MX = 0.1673530E+08 MY = 0.1142815E+08 MZ = -0.1021985E+08 SUMMATION POINT= 204.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 393908.4 FY = -27625.46 FZ = 380053.7 MX = -0.1737277E+08 MY = 0.1056830E+08 MZ = 0.1021985E+08 SUMMATION POINT= 204.00 -45.000 -1038.0 next strip x = 306 to 510 Lines C to D Select all nodes in pad only-1037.9 ES *****ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

r1 : ENERCON r 1 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 select strip Z direction RESELECT KABS= 3000 SELECT 2830 3000 Internal FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND 510.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 481467.3 FY = -347014.5 FZ = 693900.9 MX = -0.3128722E+08 MY = -0.1357632E+08 MZ = 6620628.

SUMMATION POINT= 408.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT KABS= 2975 SELECT 2810 2975 RESELECT 90 AND 222.10 COMMAND.

222.000 COORDINATES

      • FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND 162.10 0. TOLERANCE=

0.120020E-04 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND 162.10 Sheet 196 of 338 Sheet 197 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 454140.1 FY = -365986.1 FZ = 589799.9 MX = -0.1071187E+08 MY = -0.1272872E+08 MZ = -2499710.

SUMMATION POINT= 408.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 510213.7 FY = -333260.7 FZ = 571757.3 MX = 7168576.

MY = -9946167.

MZ = -6055938.

SUMMATION POINT= 408.00 -45.000 102.00 102.10 102.10 ES *****

ENERCON FSERVICES, IC SINC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 393159.1 FY = -318752.4 FZ = 414353.1 MX = 3172163.

MY = -5895126.

MZ = -4362875.

SUMMATION POINT= 408.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT KABS= 1800 SELECT 1690 1800 Sheet 198 of 338-101.90 -101.90 FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -305.90 0. TOLERANCE=

0.732200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.ES *****

F '! ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 229771.9 FY = -325679.1 FZ = 236264.7 MX = 3587737.

MY = -554815.5 MZ = -4300074.

SUMMATION POINT= 408.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 10 COMMAND.

-306.000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 75107.05 FY = -339731.5 FZ = 84504.20 MX = 7999275.

MY = 3388831.

MZ = -5246242.Sheet 199 of 338 AND -305.90-509.90 -509.90 ES *****

ENERCON FSERVICES, IC SINC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 408.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -107454.7 FY = -348294.6 FZ = -44466.38 MX = 0.1796282E+08 MY = 5955254.

MZ = -7712133.

SUMMATION POINT= 408.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 RESELECT KABS= 75 SELECT Sheet 200 of 338-713.90 -713.90 ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

F 14ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000

  • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = -307339.6 FY = -120453.4 FZ = -241788.9.

MX = 0.1003953E+08 MY = 0.1058288E+08 MZ = -4207191.

SUMMATION POINT= 408.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 10 COMMAND.

-918.000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -376769.9 FY = -59465.59 FZ = -340128.2 MX = 0.1673137E+08 MY = 0.1240956E+08 Sheet 201 of 338 AND -917.90-977.90-977.90 ES *****

S ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MZ = -0.1003335E+08 SUMMATION POINT= 408.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 431371.8 FY = -17034.41 FZ = 394730.0 MX = -0.1800431E+08 MY = 0.1183470E+08 MZ = 0.1003335E+08 SUMMATION POINT= 408.00 -45.000 -1038.0 next strip x = 510 to 714 Lines D to E Select all nodes in pad only Sheet 202 of 338-1037.9 ES *****ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip Z direction RESELECT KABS= 3000 SELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND 714.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2830 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 3000 SELECTED NODES BY ENOD COMMAND.

Internal forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 582184.2 FY = -396089.4 FZ = 761310.9 MX = -0.3628073E+08 MY = -0.2117168E+08 MZ = 4293024.

SUMMATION POINT= 612.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 90 COMMAND.

222.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 492156.5 FY = -438809.3 Sheet 203 of 338 AND 222.10 162.10 162.10 ES *****

ENERCON FSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = 643615.5 MX = -0.1697415E+08 MY = -0.1870087E+08 MZ = -7260823.

SUMMATION POINT= 612.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 538966.9 FY = -462440.7 FZ = 573564.0 MX = 2584175.

MY = -0.1341567E+08 MZ = -0.1493565E+08 SUMMATION POINT= 612.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.936200E-05 Sheet 204 of 338 102.10 102.10 BETWEEN -1038.1*****AND -101.90 Sheet 205 of 338 F' ENERCON F 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA]

FX = 453021.6 FY = -426063.3 FZ = 258937.1 MX = -393060.1 MY = -7517939.

MZ = -0.1096409E+08 SUMMATION POINT= 612.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT-101.90 .ES *****-305.90 -305.90'ES *****

r l ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = 357149.2 FY = -426967.3 FZ = -54653.00 MX = -881509.9 MY = -2986928.

MZ = -0.1052545E+08 SUMMATION POINT= 612.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 275920.2 FY = -440479.3 FZ = -282309.1 MX = 1976080.

MY = 231846.9 MZ = -0.1150639E+08 SUMMATION POINT= 612.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 Sheet 206 of 338-509.90 -509.90 ES *****a F1 I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 187245.8 FY = -441522.9 FZ = -436876.9 MX = 9904902.

MY = 4471110.

MZ = -0.1420054E+08 SUMMATION POINT= 612.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3-713.90 -713.90 ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND -917.90 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -918.000 Sheet 207 of 338 ENERCON F 'A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 208 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = -30138.74 FY = -214609.5 FZ = -453791.5 MX = 5127026.

MY = 0.1274768E+08 MZ = -8098870.

SUMMATION POINT= 612.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANr KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL -FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -252432.9 FY = -135785.9 FZ = -417498.0 MX = 0.1412183E+08 MY = 0.1369547E+08 MZ = -0.1450206E+08 SUMMATION POINT= 612.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1-977.90 -977.90 'ES *****

F 14 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -1037 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

        • FX = 307034.8 FY = 59285.88 FZ = 472099.8 MX = -0.1997399E+08 MY = 3088566.

MZ = 0.1450206E+08 SUMMATION POINT= 612.00 -45.000 -1038.0 SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND. .select strip x direction z = -1038 to -918 Lines 1 to 3 RESELECT KABS= 255 SELECT 160 255 Internal RESELECT.9 k FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 Sheet 209 of 338 AND 714.10 ENERCON F. 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 210 of 338 KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 372672.8 FY = -126085.4 FZ = 89068.79 MX = -3002905.

MY = 490145.7 MZ = 0.1551084E+08 SUMMATION POINT= 714.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 255 NODES (OF 17051 DEFINED) SELECTED FROM 160 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 195 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 120 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 195 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 426120.8 FY = -138189.2 FZ = -197779.2 MX = 2032550.

MY = -8306615.

MZ = -1335521.

SUMMATION POINT= 510.00 -45.000 -978.00 510.10 510.10 ES **

Sheet 211 of 338 r l ENERCON F' SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT 195 120 Internal ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.

forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 135 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 80 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 135 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -978.000

  • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 325232.6 FY = -99115.82 FZ = -204269.4 MX = 3869639.

MY = -7149878.

MZ = -0.1224721E+08 SUMMATION POINT= 306.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 135 NODES (OF 17051 DEFINED) SELECTED FROM 80 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT KABS= 75 SELECT 40 75 FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 102.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.306.10 306.10 ES *****

F ' rENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101 KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAl FX = 125910.2 FY = -19847.13 FZ = -175615.3 MX = 3889033.

MY = -5471833.

MZ = -0.1624330E+08 SUMMATION POINT= 102.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 157191.1 FY = -59518.01 FZ = 284992.1 MX = -9162802.

MY = -5946911.

MZ = 8290350.

SUMMATION POINT= -102.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -918 to -714 Lines 3 to 4.90 COMMAND.

-978.000 COORDINATES

          • 10 AND -101.90 COMMAND.

-978.000 COORDINATES

  • Sheet 212 of 338 AND 102.10 Sheet 213 of 338 r r. 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -918 to -714 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 579981.9 FY = -470689.4 FZ = 287520.0 MX = 7337474.

MY = 0.1054480E+08 MZ = 0.2609979E+08 SUMMATION POINT= 714.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D-713.90 714.10 ES *****

Sheet 214 of 338 F F 13 SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 402216.1 FY = -454611.2 FZ = -112357.8 MX = 9194374.

MY = -5963316.

MZ = -2050754..

SUMMATION POINT= 510.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT KABS= 1170 SELECT 1100 1170 RESELECT KABS= 30 NODE FOR FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.408200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 510.10 510.10 306.10 306.10 7 ýS Sheet 215 of 338 F1 '4 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 362866.4 FY = -468289.3 FZ = -275098.0 MX = 0.1425097E+08 MY = -0.1045852E+08 MZ = -0.1989480E+08 SUMMATION POINT= 306.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -816.000

  • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = 190055.7 FY = -344044.0 FZ = -294123.7 MX = 0.1513050E+08 MY = -8938915.

MZ = -0.3239949E+08 SUMMATION POINT= 102.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.102.10 102.10 ES *****

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 282957.4 FY = 5109.299 FZ = 414153.4 MX = -1308150.

MY = -9991978.

MZ = 0.1240344E+08 SUMMATION POINT= -102.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -714 to -510 Lines 4 to 5 Sheet 216 of 338-101.90 ES *****Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -714 to -510 RESELECT KABS= 2310 SELECT 2200 2310 FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND -509.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

F ENERCONSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at x = 714.0 LINE E Sheet 217 of 338 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 652000.5 FY = -520256.2 FZ = 356907.4 MX = 2426660.

MY = 0.1056090E+08 MZ = 0.2929789E+08 SUMMATION POINT= 714.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D 90 AND 714.10 COMMAND.-612.000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAI FX = 351133.6 FY = -411374.9 FZ = 97629.70 MX = 6431297.510.10 ) 510.10 ES *****

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY -2695688.

MZ = -345760.3 SUMMATION POINT= 510.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 283100.0 FY = -402202.2 FZ = -92982.54 MX = 8525877.

MY = -3084044.

MZ = -0.1450222E+08 SUMMATION POINT= 306.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 218 of 338 306.10 306.10 102.10-S *****

Sheet 219 of 338 F 3 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMM. NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -612.0( ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORD] FX = 149032.7 FY = -448914.2 FZ = -186364.8 MX = 0.1530516E+08 MY = -5912559.

MZ = -0.3191501E+08 SUMMATION POINT= 102.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAl FX = 318363.9 FY = -14885.93 FZ = 396234.8 MX = -4079110.

MY = -9790157.

MZ = 0.1434655E+08 SUMMATION POINT= -102.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 10 AND 102.10 0N INATES***AND -101.90 COMMAND.

-612.000 COORDINATES

Sheet 220 of 338 FJ E NERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -510 to -306 Lines 5 to 6 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -510 to -306 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND -305.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 662870.6 FY = -518256.1 FZ = 408110.0 MX = 528205.3 MY = 0.1120748E+08 MZ = 0.2970300E+08 SUMMATION POINT= 714.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.714.10 ES *****

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 360781.5 FY = -397071.8 FZ = 235525.3 MX = 5072164.

MY = 6084385.

MZ = 325408.4 SUMMATION POINT= 510.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT KABS= 1170 SELECT 1100 1170 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.408200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND Sheet 221 of 338 510.10 510.10 ES *****306.10 306.10 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 222 of 338 KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 272998.1 FY = -378308.6 FZ = 79109.11 MX = 5698223.

MY = 2129813.

MZ = -0.1135144E+08 SUMMATION POINT= 306.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 102.10 KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND 102.10 KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 117906.9 FY = -424565.3 FZ = -85635.81 MX = 8131971.

MY = -2687090.

MZ = -0.2728499E+08 SUMMATION POINT= 102.00 -45.000 -408.00 Sheet 223 of 338 r~g I ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT 600 550 Internal ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.

forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT.

FX = 340419.3 FY = 96.84171 FZ = 372175.4 MX = -2914507.

MY = -9906546.

MZ = 0.1530822E+08 SUMMATION POINT= -102.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -306 to -102 Lines 6 to 7-101.90 ES ****Select all nodes in pad only ESEL FOR LABEL= TYPE FROM. 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -306 to -102 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND -101.90 KABS= 0. TOLERANCE=

0.204200E-05 2310 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

F 3 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC.003 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2200 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2310 SELECTED NODES BY ENOD COMMAND.

Internal forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 640137.2 FY = -507140.7 FZ = 460769.5 MX = -257742.5 MY = 0.1205493E+08 MZ = 0.2858011E+08 SUMMATION POINT= 714.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -204.000 Sheet 224 of 338 714.10 ES *****510.10 510.10 Sheet 225 of 338 F 'I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

          • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
          • FX = 346793.6 FY = -387703.4 FZ = 375271.2 MX = 4770131.

MY = 8950582.

MZ = 397699.8 SUMMATION POINT= 510.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 257121.5 FY = -362465.7 FZ = 249721.8 MX = 5548053.

MY = 5760850.

MZ = -9854861.

SUMMATION POINT= 306.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B 306.10 306.10 ES *****

ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 108262.3 FY = -382497.5 FZ = 21193.75 MX = 7618139.

MY = 350235.9 MZ = -0.2396662E+08 SUMMATION POINT= 102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 338346.4 FY = 13915.65 FZ = 333953.9 MX = -2301051.

MY = -9251310.

MZ = 0.1499074E+08 Sheet 226 of 338 102.10 102.10-101.90 ES *****ES *****

ENERCON FSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= -102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -102 to 102 Lines 7 to 8 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -102 to 102 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND 102.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATE FX = 589822.8 FY = -493633.2 FZ = 526633.9 MX = -549.6376 MY = 0.1333313E+08 MZ = 0.2621004E+08 714.10 Sheet 227 of 338]S *****

F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 714.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 275615.2 FY = -379997.3 FZ = 493497.6 MX = 5378780.

MY = 0.1038794E+08 MZ = 263963.5 SUMMATION POINT= 510.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT KABS= 1170 SELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.408200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.Sheet 228 of 338 510.10 510.10 306.10 ES *****

Sheet 229 of 338 F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 126084.6 FY = -353165.3 FZ = 423122.2 MX = 6769268.

MY = 6503418.

MZ = -8168614.

SUMMATION POINT= 306.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B 90 AND 306.10 COMMAND.

0.00000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 33846.31 FY = -350581.2 FZ = 177115.4 MX = 0.1002291E+08 102.10 102.10 ES *****

r iij ENERCON r.3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 1154930.

MZ = -0.1990932E+08 SUMMATION POINT= 102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 325587.2 FY = 20970.25 FZ = 291348.9 MX = -3573755.

MY = -8294771.

MZ = 0.1423910E+08 SUMMATION POINT= -102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = 102 to 222 Lines 8 to 10 Sheet 230 of 338-101.90 ES *****Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = 102 to 222 F ~ ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.120200E-05 255 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 160 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 255 SELECTED NODES BY ENOD COMMAND.

Internal forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAI FX = 366056.5 FY = -215619.2 FZ = 465202.5 MX = -8375929.

MY = 0.1133846E+08 MZ = 0.1845773E+08 SUMMATION POINT= 714.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 255 NODES (OF 17051 DEFINED) SELECTED FROM 160 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D 90 AND 714.10 COMMAND.162.000 COORDINATES

          • FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 510.10 0. TOLERANCE=

0.612200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND 510.10 0. TOLERANCE=

0.200000E-08 Sheet 231 of 338 222.10 RESELECT KABS= 195 SELECT 120 195 RESELECT KABS=

ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 232 of 338 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 86547.24 FY = -147402.2 FZ = 275969.5 MX = 1274133.

MY = 6470505.

MZ = 3755967.

SUMMATION POINT= 510.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 195 NODES (OF 17051 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 135 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 80 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 135 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = -99190.16 FY = -146313.1 FZ = 263106.7 MX = 2335685.

MY = 5232621.

MZ = 228578.2 SUMMATION POINT= 306.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.306.10 306.10 E'S **w***

F '1 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 135 NODES (OF 17051 DEFINED) SELECTED FROM 80 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -248825.0 FY = -157283.3 FZ = 204908.3 MX = 5498671.

MY = 1669785.

MZ = -4749089.

SUMMATION POINT= 102.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 282880.2 FY = 33424.51 Sheet 233 of 338 I 102.10 102.10 ES *****-101.90 ES *****

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 234 of 338 FZ = 119800.7 MX = -0.1035847E+08 MY = -477229.4 MZ = 0.1248015E+08 SUMMATION POINT= -102.00 -45.000 162.00 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

LOAD CASE 5 **********************************

USE LOAD STEP 5 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 5 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

5.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 57.07 W (Z,X), Soft Rock SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip Z direction x ý -102 to 102 Lines A to B RESELECT KABS= 3000 SELECT 2830 3000 Internal FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 102.10 34 F l SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 372426.6 FY = -247620.1 FZ = 500694.4 MX = -0.1973114E+08 MY = -8143396.

MZ = -48720.72 SUMMATION POINT= 0.0000 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = 204406.5 FY = -275731.4 FZ = 592301.0 MX = -6523518.

MY = 3179296.

MZ = -0.1390337E+08 SUMMATION POINT= 0.0000 -45.000 162.00 222.10 ES *****162.10 162.10 ES *****Sheet 235 of 338 rll I ENERCON r ý SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 185218.5 FY = -263575.7 FZ = 715855.1 MX = 6524561.

MY = 7009774.

MZ = -0.2115697E+08 SUMMATION POINT= 0.0000 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT KABS= 2375 SELECT 2240 Sheet 236 of 338 102.10 102.10* *FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -101.90 0. TOLERANCE=

0.936200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM Sheet 237 of 338 F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 36376.25 FY = -315591.3 FZ = 874679.0 MX = 5162040.

MY = 8529832.

MZ = -0.1200730E+08 SUMMATION POINT= 0.0000 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 10 AND -101.90 COMMAND.

-102.000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -63343.68 FY = -346784.8 FZ = 846869.9 MX = 8720461.

MY = 0.1000835E+08 MZ = -9751472.-305.90 -305.90 ES *****

r ]JENERCON r ý SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT- 0.0000 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -510.000

  • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -157491.8 FY = -354245.7 FZ = 690845.5 MX = 0.1552558E+08 MY = 0.1129569E+08 MZ = -0.1071597E+08 SUMMATION POINT= 0.0000 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT KABS= 650 SELECT Sheet 238 of 338-509.90 -509.90 ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -713.90 0. TOLERANCE=

0.324200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

ENERCON F A SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714, KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAI FX = -252564.0 FY = -293555.6 FZ = 378041.6 MX = 0.2148021E+08 MY = 0.1096565E+08 MZ = -0.1002893E+08 SUMMATION POINT= 0.0000 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3.10 COMMAND.

-714.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -326966.6 FY = -118617.0 FZ = -137703.6 MX = 8640674.Sheet 239 of 338 AND -713.90-917.90 -917.90 ES *****

Sheet 240 of 338 F JSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 9895962.

MZ = 1889516.

SUMMATION POINT= 0.0000 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -346374.0 FY = -49071.88 FZ = -271218.4 MX = 0.1461473E+08 MY = 9931777.

MZ = -9334373.

SUMMATION POINT= 0.0000 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1* -977.90 -977.90 ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -1037.9 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

Sheet 241 of 338 ENERCON F *SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 411207.7 FY = -27428.12 FZ = 313197.7 MX = -0.1526405E+08 MY = 0.1279567E+08 MZ = 9334373.

SUMMATION POINT= 0.0000 -45.000 -1038.0 next strip x = 102 to 306 Lines B to C Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.select strip Z direction RESELECT KABS= 3000 SELECT 2830 3000 Internal FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 306.10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN FX = 547646.0 221.90 AND 222.10 NSEL COMMAND.222.000 GLOBAL COORDINATES

SENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FY = -318496.1 FZ = 540664.8 MX = -0.2459697E+08 MY = -0.1625521E+08 MZ = 4418094.

SUMMATION POINT= 204.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 502113.9 FY = -315240.4 FZ = 480352.4 MX = -7340447.

MY = -0.1456759E+08 MZ = -6758408.

SUMMATION POINT= 204.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 Sheet 242 of 338 162.10 162.10 S *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND 102.10 RESELECT Sheet 243 of 338 E IIENERCON F A ENERVICONINC.

Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. -TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 535617.5 FY = -278920.0 FZ = 490373.6 MX = 7092327.

MY = -0.1037791E+08 MZ = -0.1083627E+08 SUMMATION POINT= 204.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -102.000 I 102.10 ES *****-101.90 -101.90 ENERCON F. A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 244 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 311565.2 FY = -268302.1 FZ = 521455.3 MX = 4810041.

MY = -2402585.

MZ = -7187302.

SUMMATION POINT= 204.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 106962.5 FY = -275774.9 FZ = 473106.4 MX = 6222828.

MY = 3252877.

MZ = -6589292.

SUMMATION POINT= 204.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5-305.90 -305.90 ES *****

F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -86591.22 FY = -295109.5 FZ = 354621.2 MX = 0.1113508E+08 MY = 6543862.

MZ = -7357824.

SUMMATION POINT= 204.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT KABS= 650 SELECT 590 650 RESELECT KABS= 25 NODE FOR Sheet 245 of 338-509.90 -509.90 ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -713.90 0. TOLERANCE=

0.324200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND -713.90 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 r ~ ENERCON r ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 246 of 338 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = -291553.4 FY = -302758.0 FZ = 158280.0 MX = 0.1938274E+08 MY = 8542127.

MZ = -0.1098234E+08 SUMMATION POINT= 204.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = -397187.4 FY = -73319.26 FZ = -143957.0 MX = 9219277.

MY = 0.1332036E+08 MZ = -4555737.

SUMMATION POINT= 204.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.-917.90 -917.90 ES *****

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at Z = -978.0 LINE 2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -418516.8 FY = -39725.62 FZ = -245946.5 MX = 0.1329712E+08 MY = 0.1383330E+08 MZ = -0.1066020E+08 SUMMATION POINT= 204.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 483350.5 FY = -36774.38 FZ = 287925.9 MX = -0.1338565E+08 MY = 0.1322272E+08 Sheet 247 of 338-977.90 -977.90 7ES *****-1037.9 ES *****

'j ENERCON F : SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MZ = 0.1066020E+08 SUMMATION POINT= 204.00 -45.000 -1038.0 next strip x = 306 to 510 Lines C to D Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip Z direction RESELECT KABS= 3000 SELECT 2830 3000 Internal FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 510.10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221. KABS= 0.' TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 572117.2 FY = -303038.8 FZ = 564231.3 MX = -0.2551193E+08 MY = -0.1620897E+08 MZ = 7651900.

SUMMATION POINT= 408.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.90 AND 222.10 COMMAND.222.000 SCOORDINATES

          • Sheet 248 of 338 F l4 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 531630.5 FY = -308980.2 FZ = 480969.8 MX = -8158849.

MY = -0.1493264E+08 MZ = -3338021.

SUMMATION POINT= 408.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT KABS= 2950 SELECT 2790 2950 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND 102.10 0. TOLERANCE=

0.114020E-04 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 102.10 Sheet 249 of 338 162.10 162.10 ES ww ENERCON F 1 A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 250 of 338 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 588353.8 FY = -275781.1 FZ = 461399.7 MX = 6608839.

MY = -0.1140648E+08 MZ = -7593811.

SUMMATION POINT= 408.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANI KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 ANE KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 426586.9 FY = -251966.1 FZ = 326172.7 MX = 3973422.

MY = -5850982.

MZ = -5316221.

SUMMATION POINT= 408.00 -45.000 -102.00-101.90 -101.90 ES *****

r ENERCON r 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 227748.0 FY = -256456.7 FZ = 171234.9 MX = 3842488.

MY = 319653.9 MZ = -5093986.

SUMMATION POINT= 408.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT KABS= 1225 SELECT 1140 1225-305.90 -305.90'ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -509.90 0. TOLERANCE=

0.528200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.Sheet 251 of 338 ENERCON F. 9 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 38687.61 FY = -265631.1 FZ = 53375.38 MX = 6744046.

MY = 4767408.

MZ = -5597265.

SUMMATION POINT= 408.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 10 COMMAND.

-510.000 COORDINATES

        • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -176633.9 FY = -257698.9 FZ = -25643.47 MX = 0.1272899E+08 MY = 7738960.

MZ = -7157213.Sheet 252 of 338 AND -509.90-713.90 -713.90 ES *****

ENERCON F

  • SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 408.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT -ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -394883.5 FY = -119869.8 FZ = -170374.6 MX = 6553221.

MY = 0.1320550E+08 MZ = -2187472.

SUMMATION POINT= 408.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 Sheet 253 of 338-917.90 -917.90 ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -977.90 KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

r II ENERCON F 3 SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = -474810.3 FY = -56626.69 FZ = -250691.5 MX = 0.1248338E+08 MY = 0.1528524E+08 MZ = -0.1038377E+08 SUMMATION POINT= 408.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 10 COMMAND.

-978.000 COORDINATES

        • RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 ***** SUMMATION OF TOTAL FORCES AND FX = 539644.0 FY = -19873.31 FZ = 292670.9 MX = -0.1358598E+08 MY = 0.1514839E+08 MZ = 0.1038377E+08 SUMMATION POINT= 408.00 -45.000 next strip x = 510 to 714 Lines D to E Select all nodes in pad only BETWEEN -1038.1 AND -1037.9 SELECTED BY NSEL COMMAND.

-45.0000 -1038.00 MOMENTS IN GLOBAL COORDINATES

  • -1038.0 ESEL FOR LABEL= TYPE FROM Sheet 254 of 338 AND -977.90 1 TO 1 BY 1 Sheet 255 of 338 r I ENERCON r. 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.select strip Z direction FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND 714.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 635099.2 FY = -340404.6 FZ = 620783.9 MX = -0.3034681E+08 MY = -0.2146674E+08 MZ = 5989652.

SUMMATION POINT= 612.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 90 AND 222.10 COMMAND.

222.000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.9056 SELECT 11550 9056 RESELECT KABS= 3000 SELECT 2830 3000 Internal 162.10 FI ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMP NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 162.0C ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDI FX = 502237.4 FY = -375238.8 FZ = 493940.8 MX = -0.1428027E+08 MY = -0.1636813E+08 MZ = -7624042.

SUMMATION POINT= 612.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 Sheet 256 of 338 AND 162.10 %ND. 0 INATES RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATE FX = 537178.3 FY = -399808.0 102.10 102.10-S **

E l iENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = 402742.6 MX = 2220029.

MY = -0.1074861E+08 MZ = -0.1617907E+08 SUMMATION POINT= 612.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 ANT KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX = 421655.3 FY = -345651.3 FZ = 96470.03 MX = 372198.6 MY = -5237405.

MZ = -0.1087897E+08 SUMMATION POINT= 612.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.732200E-05 BETWEEN -1038.1 AND -305.90 Sheet 257 of 338-101.90 -101.90 FES *****

ENERCON F 'A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 309992.3 FY = -342787.9 FZ = -184068.8 MX = -685039.8 MY = -853698.2 MZ = -0.1016323E+08 SUMMATION POINT= 612.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANr KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAI Sheet 258 of 338-305.90 ES *****-509.90 -509.90'ES *****

r ENERCON r SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = 211209.0 FY = -349587.8 FZ = -362607.2 MX = 1317446.

MY = 2463226.

MZ = -0.1047072E+08 SUMMATION POINT= 612.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 102712.8 FY = -336964.9 FZ = -446218.9 MX = 6974362.

MY = 6683809.

MZ = -0.1099782E+08 SUMMATION POINT= 612.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3-713.90 -713.90'ES *****Sheet 259 of 338 r I ENERCON r 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -127479.6 FY = -160367.3 FZ = -372712.2 MX = 1536800.

MY = 0.1532401E+08 MZ = -1536702.

SUMMATION POINT= 612.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 Sheet 260 of 338-917.90 -917.90 ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -977.90 KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND -977.90 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -978.000 Sheet 261 of 338 C ENERCON F, 3 SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003

          • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
          • FX = -367193.5 FY = -126339.8 FZ = -306845.3 MX = 8396794.

MY = 0.1668456E+08 MZ = -0.1463479E+08 SUMMATION POINT= 612.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -1037 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

        • FX = 432027.2 FY = 49839.78 FZ = 348824.7 MX = -0.1368218E+08 MY = 7292065.

MZ = 0.1463479E+08 SUMMATION POINT= 612.00 -45.000 -1038.0 SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND..9 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 select strip x direction z = -1038 to -918 Lines 1 to 3 RESELECT KABS= 255 SELECT 160 255 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 450218.2 FY = -177632.8 FZ = -2206.686 MX = -1994095.

MY = -1643166.

MZ = 0.1969435E+08 SUMMATION POINT= 714.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 255 NODES (OF 17051 DEFINED) SELECTED FROM 160 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT KABS= 195 SELECT 120 195 RESELECT 90 AND 714.10 COMMAND.

-978.000 COORDINATES

          • FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 510.10 0. TOLERANCE=

0.612200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND 510.10 Sheet 262 of 338 Sheet 263 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 444533.5 FY = -182106.0 FZ = -262850.9 MX = -88054.42 MY = -9800416.

MZ = -136071.8 SUMMATION POINT= 510.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 195 NODES (OF 17051 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 135 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 80 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 135 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 314728.3 FY = -142077.6 FZ = -259809.8 MX = 2659774.

MY = -8264732.

MZ = -0.1396103E+08 SUMMATION POINT= 306.00 -45.000 -978.00 306.10 306.10 ES *****

r 'j ENERCON r 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT 135 80 Internal ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.

forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 94083.52 FY = -38764.75 FZ = -212478.5 MX = 2910826.

MY = -5798898.

MZ = -0.1952999E+08 SUMMATION POINT= 102.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT 102.10 102.10 ES *****-101.90 ES *****Sheet 264 of 338 Sheet 265 of 338 r 4ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = 203417.3 FY = -61454.82 FZ = 267280.1 MX = -7647215.

MY = -5889659.

MZ = 0.1039021E+08 SUMMATION POINT= -102.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -918 to -714 Lines 3 to 4 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -918 to -714 FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 713.90 AND-713.90 714.10 NSEL COMMAND.-816.000 RESELECT KABS= 2310 SELECT 2200 2310 Internal r IIENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 266 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 679589.6 FY = -528401.6 FZ = 174325.1 MX = 4991701.

MY = 7144726.

MZ = 0.3036360E+08 SUMMATION POINT= 714.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 443411.7 FY = -491581.4 FZ = -221207.1 MX = 6193638.

MY = -8740864.

MZ = -879857.2 SUMMATION POINT= 510.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C 510.10 510.10 ES *****

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 380706.4 FY = -526190.2 FZ = -366025.2 MX = 0.1013462E+08 MY = -0.1219285E+08 MZ = -0.2265341E+08 SUMMATION POINT= 306.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT KABS= 600 SELECT 550 600 RESELECT KABS= 30 NODE FOR Sheet 267 of 338 306.10 306.10 FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 102.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND 102.10 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 2-S ww r r. ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 268 of 338 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 200348.1 FY = -399797.3 FZ = -333223.2 MX = 0.1221796E+08 MY = -9408773.

MZ = -0.3903906E+08 SUMMATION POINT= 102.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 342100.4 FY = 16576.65 FZ = 361516.9 MX = -571890.5 MY = -8605548.

MZ = 0.1495782E+08 SUMMATION POINT= -102.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -714 to -510 Lines 4 to 5 10 AND --101.90 COMMAND.

-816.000 I COORDINATES

        • Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

Sheet 269 of 338 l~l F 1 SNERVIC ,INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -714 to -510 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND -509.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 749805.1 FY = -577059.1 FZ = 252724.1 MX = 1936133.

MY = 7715325.

MZ = 0.3357367E+08 SUMMATION POINT= 714.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D 90 AND 714.10 COMMAND.-612.000 COORDINATES

          • FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 510.10 0. TOLERANCE=

0.612200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.RESELECT KABS= 1740 SELECT ENERCON F I SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 388621.4 FY = -475708.8 FZ = 17920.07 MX = 4572810.

MY = 661148.6 MZ = 702827.1 SUMMATION POINT= 510.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C 90 COMMAND.

-612.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 306787.6 FY = -476189.6 FZ = -143587.8 MX = 6563830.Sheet 270 of 338 AND 510.10 306.10 306.10 ES *****

r ENERCON r 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = -4281903.

MZ = -0.1722569E+08 SUMMATION POINT= 306.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATE FX = 170344.4 FY = -482380.7 FZ = -190164.7 MX = 0.1231522E+08 MY = -5781391.

MZ = -0.4008294E+08 SUMMATION POINT= 102.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A 102.10 102.10 S *****RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND -101.90 KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 271 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 Sheet 272 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 379049.4 FY = -3860.083 FZ = 320373.4 MX = -3475018.

MY = -7719435.

MZ = 0.1690421E+08 SUMMATION POINT= -102.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -510 to -306 Lines 5 to 6 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -510 to -306 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND -305.90 0. TOLERANCE=

0.204200E-05.

NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X KABS= 0. TOLERANCE=

0.200000E-08 BETWEEN 713.90 AND 714.1i0 Sheet 273 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 763680.1 FY = -579257.1 FZ = 314256.4 MX = 397546.6 MY = 8608397.

MZ = 0.3417791E+08 SUMMATION POINT= 714.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT)

FX = 396899.0 FY = -465942.1 FZ = 187107.5 MX = 3849831.

MY = 4782877.

MZ = 1401693.

SUMMATION POINT= 510.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.510.10 510.10 ES *****

C'IIENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 291855.6 FY = -459813.0 FZ = 69206.14 MX = 4873515.

MY = 1757005.

MZ = -0.1410978E+08 SUMMATION POINT= 306.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT KABS= 600 SELECT 550 600 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 101 90 AND 306.10 306.10 ES *****102.10 102.10 Sheet 274 of 338 Sheet 275 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 139189.6 FY = -539144.8 FZ = -51701.48 MX = 9944045.

MY = -1897316.

MZ = -0.3592488E+08 SUMMATION POINT= 102.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 403341.2 FY = 4613.944 FZ = 277794.1 MX = -3031629.

MY = -7209782.

MZ = 0.1799554E+08 SUMMATION POINT= -102.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -306 to -102 Lines 6 to 7 10 AND -101.90 COMMAND.

-408.000 COORDINATES

          • Select all nodes in pad only Sheet 276 of 338 r jENERCON r. A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -306 to -102 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND -101.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 739446.9 FY = -568508.7 FZ = 376893.5 MX = -459276.4 MY = 9635943.

MZ = 0.3300884E+08 SUMMATION POINT= 714.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D 714.10 ES *****FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 RESELECT AND 510.1i0 F 'I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 380446.0 FY = -456362.1 FZ = 356216.1 MX = 3755518.

MY = 8420184.

MZ = 1600167.

SUMMATION POINT= 510.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -204.000 Sheet 277 of 338 510.10 ES *****306.10 306.10 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 278 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 275914.2 FY = -441811.8 FZ = 278643.7 MX = 4893852.

MY = 6553085.

MZ = -0.1210888E+08 SUMMATION POINT= 306.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 118952.8 FY = -531133.1 FZ = 82876.11 MX = 8840377.

MY = 1648037.

MZ = -0.3204464E+08 SUMMATION POINT= 102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A 102.10 102.10-S *****

ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 403757.7 FY = 15376.34 FZ = 227029.5 MX = -3133057.

MY = -6242879.

MZ = 0.1784451E+08 SUMMATION POINT= -102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -102 to 102 Lines 7 to 8 10 COMMAND.

-204.000 COORDINATES

  • Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -102 to 102 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 2310 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2200 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2310 SELECTED NODES BY ENOD COMMAND.

Internal forces at x = 714.0 LINE E Sheet 279 of 338 AND -101.90 102.10 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 680606.6 FY = -546883.5 FZ = 452991.9 MX = -451564.6 MY = 0.1101286E+08 MZ = 0.3024624E+08 SUMMATION POINT= 714.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 327981.0 FY = -445651.8 FZ = 517432.0 MX = 4369217.

MY = 0.1186747E+08 MZ = 1638774.Sheet 280 of 338 714 .10 510.10 510.10 ES *****ES *****

r II ENERCON r 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 510.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT)

FX = 170069.0 FY = -424563.1 FZ = 488526.5 MX = 6034005.

MY = 9061353.

MZ = -9714659.

SUMMATION POINT= 306.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT KABS= 600 SELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.Sheet 281 of 338 306.10 306.10 102.10 ES **w***

ENERCON F 3 SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 41416.13 FY = -471288.9 FZ = 258465.9 MX = 0.1017094E+08 MY = 3314241.

MZ = -0.2688235E+08 SUMMATION POINT= 102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A 90 COMMAND.

0.00000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 393857.6 FY = 27793.14 FZ = 170441.4 MX = -5112881.

MY = -4822522.

MZ = 0.1719226E+08 SUMMATION POINT= -102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.10 AND -101.90 COMMAND.0.00000 COORDINATES

  • Sheet 282 of 338 AND 102.10 Sheet 283 of 338 ENERCON F *SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 next strip z = 102 to 222 Lines 8 to 10 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = 102 to 222 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 222.10 KABS= 0. TOLERANCE=

0.120200E-05 255 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 160 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 255 SELECTED NODES BY ENOD COMMAND.

Internal forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND 714.10 KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 432651.6 FY = -232477.5 FZ = 432438.0 MX = -6805659.

MY = 0.1094843E+08 MZ = 0.2125530E+08 SUMMATION POINT= 714.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 255 NODES (OF 17051 DEFINED) SELECTED FROM 160 SELECTED ELEMENTS BY NELE COMMAND.

ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 195 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 120 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 195 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT)

FX = 165084.5 FY = -171680.0 FZ = 316274.0 MX = 1869120.

MY = 8166040.

MZ = 4643853.

SUMMATION POINT= 510.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 195 NODES (OF 17051 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT KABS= 135 SELECT 80 135 RESELECT KABS=Sheet 284 of 338 510.10 510.10 FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 306.10 0. TOLERANCE=

0.408200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND 306.10 0. TOLERANCE=

0.200000E-08 ES *****

Sheet 285 of 338 F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = -42160.91 FY = -176362.8 FZ = 309642.9 MX = 3174276.

MY = 6814094.

MZ = -51248.08 SUMMATION POINT= 306.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 135 NODES (OF 17051 DEFINED) SELECTED FROM 80 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = -225013.4 FY = -201103.9 FZ = 249146.1 MX = 7037927.

MY = 3090900.

MZ = -7807333.

SUMMATION POINT= 102.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.102.10 102.10 ES *****

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A Sheet 286 of 338 RESELECT FOR ITEM=LOC COMPONENT=X KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 ***** SUMMATION OF TOTAL FORCES AND FX = 315633.4 FY = 954.8287 FZ = 32545.15 MX = -7518380.

MY = 1119508.

MZ = 0.1456752E+08 SUMMATION POINT= -102.00 -45.000 15348 ELEMENTS (OF 15348 DEFIN] 17051 NODES (OF 17051 DEFINED)BETWEEN -102.10 AND -101.90 SELECTED BY NSEL COMMAND.

-45.0000 162.000 MOMENTS IN GLOBAL COORDINATES

  • 162.00 ED) SELECTED BY EALL COMMAND.

SELECTED BY NALL COMMAND.*******************

LOAD CASE 6 **********************************

USE LOAD STEP 6 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 6 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

6.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips West (W), Soft Rock SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.42 Sheet 287 of 338 r I4 ENERCON r 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 select strip Z direction x = -102 to 102 Lines A to B FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 475682.6 FY = -89381.62 FZ = 38588.60 MX = 983130.0 MY = -0.1262988E+08 MZ = 7173186.

SUMMATION POINT= 0.0000 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT KABS= 2975 SELECT 2810 2975 90 AND 222.10 COMMAND.

222.000 COORDINATES

  • FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND 0. TOLERANCE=

0.120020E-04 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.162.10 RESELECT KABS= 3000 SELECT 2830 3000 Internal 102.10 r

F.A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 376561.3 FY = -65182.11 FZ = 174216.5 MX = 4598607.

MY = -6428789.

MZ = -0.1063462E+08 SUMMATION POINT= 0.0000 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 406505.9 FY = -36098.21 FZ = 298133.6 MX = 7173904.

MY = -1699297.

MZ = -0.2147353E+08 SUMMATION POINT= 0.0000 -45.000 102.00 Sheet 288 of 338 162.10 102.10 102.10 ES *****ES *****

Sheet 289 of 338 F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANt KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 ANY KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX = 256162.4 FY = -15955.78 FZ = 648247.7 MX = 9604255.

MY = 3393810.

MZ = -0.1209107E+08 SUMMATION POINT= 0.0000 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT KABS= 1800 SELECT 1690-101.90 -101.90 FES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -305.90 0. TOLERANCE=

0.732200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM ENERCON F. A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAl FX = 120187.9 FY = -28442.76 FZ = 796550.4 MX = 9092937.

MY = 7057095.

MZ = -8367741.

SUMMATION POINT= 0.0000 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 10 COMMAND.

-306.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = -11050.22 FY = -46973.48 FZ = 776337.1 MX = 8985788.

MY = 9625863.

MZ = -5305417.-509.90 -509.90 ES *****Sheet 290 of 338 AND -305.90 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 0.0000 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = -146248.2 FY = -55923.54 FZ = 586489.7 MX = 9173212.

MY = 0.1130519E+08 MZ = -990211.0 SUMMATION POINT= 0.0000 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 RESELECT KABS= 75 SELECT Sheet 291 of 338-713.90 -713.90 ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = -299177.2 FY = -11423.70 FZ = 174172.3 MX = 6188009.

MY = 0.1384821E+08 MZ = 0.1060630E+08 SUMMATION POINT= 0.0000 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 10 COMMAND.

-918.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -398256.6 FY = 12764.01 FZ = 38617.81 MX = 4038801.Sheet 292 of 338 AND -917.90-977.90 -977.90 ES *****

Sheet 293 of 338 r ENERCON r A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 0.1359047E+08 MZ = -7185755.

SUMMATION POINT= 0.0000 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 ***** SUMMATION OF TOTAL FORCES AND FX = 475521.6 FY = -89264.01 FZ = -38617.81 MX = -977959.9 MY = 0.1262288E+08 MZ = 7185755.

SUMMATION POINT= 0.0000 -45.000 next strip x = 102 to 306 Lines B to C Select all nodes in pad only BETWEEN -1038.1 AND -1037.9 SELECTED BY NSEL COMMAND.

-45.0000 -1038.00 MOMENTS IN GLOBAL COORDINATES

  • -1038.0 ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip Z direction RESELECT KABS= 3000 SELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND 306.10 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

I ENERCON FSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2830 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 3000 SELECTED NODES BY ENOD COMMAND.

Internal forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221.90 ANE KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX = 652421.8 FY = -127868.1 FZ = 91044.20 MX = -3706622.

MY = -0.1963293E+08 MZ = 4691533.

SUMMATION POINT= 204.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 593305.6 Sheet 294 of 338 222.10?ES *****162.10 162.10 ES *****

r F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FY = -119503.7 FZ = 123475.2 MX = 1073714.

MY = -0.1717192E+08 MZ = -6028899.

SUMMATION POINT= 204.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 644331.3 FY = -106947.6 FZ = 144978.9 MX = 5903260.

MY = -0.1258046E+08 MZ = -0.1004615E+08 SUMMATION POINT= 204.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 Sheet 295 of 338 102.10 102.10 ES *****RESELECT AND -101.90 r m ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 ANr KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX = 407319.6 FY = -31402.49 FZ = 318485.0 MX = 9232858.

MY = -4715489.

MZ = -6687795.

SUMMATION POINT= 204.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 Sheet 296 of 338-101.90?ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -305.90 KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND -305.90 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -306.000 Sheet 297 of 338 F IENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

          • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
          • FX = 152662.0 FY = -26025.12 FZ = 383556.8 MX = 8121906.

MY = 2433858.

MZ = -5647601.

SUMMATION POINT= 204.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 ANt KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA' FX = -89964.75 FY = -28304.00 FZ = 373753.4 MX = 8376861.

MY = 7144837.

MZ = -4696126.

SUMMATION POINT= 204.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4-509.90 -509.90 .ES *****

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -345448.1 FY = -17482.28 FZ = 289295.9 MX = 9953764.

MY = 9905408.

MZ = -3226311.

SUMMATION POINT= 204.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 RESELECT KABS= 75 SELECT 40 75 RESELECT KABS= 25 NODE FOR Sheet 298 of 338-713.90 I -713.90'ES *****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND -917.90 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 E::

Sheet 299 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = -515915.7 FY = 42595.70 FZ = 123453.0 MX = 5921344.

MY = 0.1611579E+08 MZ = 6070044.

SUMMATION POINT= 204.00 -45.000 -918.00" SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -574963.5 FY = 51142.99 FZ = 90943.43 MX = 1664371.

MY = 0.1719938E+08 MZ = -4697277.

SUMMATION POINT= 204.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.-977.90 -977.90 ES *****

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 652228.5 FY = -127643.0 FZ = -90943.43 MX = 3699209.

MY = 0.1961638E+08 MZ = 4697277.

SUMMATION POINT= 204.00 -45.000 -1038.0 next strip x = 306 to 510 Lines C to D Select all nodes in pad only-1037.9 ES *****ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip Z direction RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.204200E-05 3000 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2830 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 3000 SELECTED NODES BY ENOD COMMAND.

Internal forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221.90 AND KABS= 0. TOLERANCE=

0.200000E-08 Sheet 300 of 338 510.10 222.10 Sheet 301 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 686009.3 FY = -152281.4 FZ = 129660.7 MX = -6061128.

MY = -0.1971151E+08 MZ = 8718828.

SUMMATION POINT= 408.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 609482.5 FY = -116961.4 FZ = 122259.3 MX = 395995.7 MY = -0.1721477E+08 MZ = -4508587.

SUMMATION POINT= 408.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.162.10 162.10 ES *w***

Sheet 302 of 338 F' 3 ENERCON F :9SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2975 2810 Internal NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.

forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 648928.3 FY = -88182.89 FZ = 106397.0 MX = 4849006.

MY = -0.1239154E+08 MZ = -9690762.

SUMMATION POINT= 408.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT KABS= 2375 SELECT 2240 2375 RESELECT 102.10 102.10 FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -101.90 0. TOLERANCE=

0.936200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND -101.90 S *****

Sheet 303 of 338 r ENERCON r 1SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 394824.3 FY = -23332.63 FZ = 88655.23 MX = 6862494.

MY = -3858302.

MZ = -6112065.

SUMMATION POINT= 408.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 146120.9 FY = -23057.16 FZ = 41804.54 MX = 5033766.

MY = 3031444.

MZ = -5599677.

SUMMATION POINT= 408.00 -45.000 -306.00-305.90 -305.90 ES *****

SENERCON FSERVICES, IC SINC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT.

FX = -86884.23 FY = -27929.83 FZ = 45883.65 MX = 5228107.

MY = 7573780.

MZ = -5277149.

SUMMATION POINT= 408.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT KABS= 650 SELECT 590 650 Sheet 304 of 338-509.90 -509.90 ES ****FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -713.90 0. TOLERANCE=

0.324200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714. KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = -338797.5 FY = -15752.83 FZ = 101657.3 MX = 7341382.

MY = 0.1039685E+08 MZ = -4432998.

SUMMATION POINT= 408.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 10 COMMAND.

-714.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 EL;EMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -532204.3 FY = 40225.14 FZ = 122275.3 MX = 5107146.

MY = 0.1704226E+08 MZ = 4526164.Sheet 305 of 338 AND -713.90-917.90 -917.90 ES *****

r mlENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 408.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -608726.2 FY = 75743.26 FZ = 129645.4 MX = 780213.1 MY = 0.1913503E+08 MZ = -8716782.

SUMMATION POINT= 408.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -1038.00 Sheet 306 of 338-977.90 -977.90 ES *****1037.9 ENERCON F. 9 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 307 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 685991.2 FY = -152243.3 FZ = -129645.4 MX = 6059382.

MY = 0.1970649E+08 MZ = 8716782.

SUMMATION POINT= 408.00 -45.000 -1038.0 next strip x = 510 to 714 Lines D to E Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip Z direction RESELECT KABS= 3000 SELECT 2830 3000 Internal FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at Z = 222.0 LINE 10 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 221.90 ANE KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 644400.8 FY = -143480.9 FZ = 140044.3 MX = -9185582.714.10 222.10 ES *****

ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = -0.1769102E+08 MZ = 9908219.

SUMMATION POINT= 612.00 -45.000 222.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 3000 NODES (OF 17051 DEFINED) SELECTED FROM 2830 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 162.0 LINE 9 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.120020E-04 2975 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2810 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2975 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 161.90 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 420460.6 FY = -150936.2 FZ = 19444.90 MX = -4240410.

MY = -6597323.

MZ = -6377886.

SUMMATION POINT= 612.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2975 NODES (OF 17051 DEFINED) SELECTED FROM 2810 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = 102.0 LINE 8 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.114020E-04 2950 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 308 of 338 162.10 162.10 102.10 ES**

  • Sheet 309 of 338 r jENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMA NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 102.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDI FX = 413163.2 FY = -171804.6 FZ = -102708.7 MX = 1543524.

MY = -1262393.

MZ = -0.1546361E+08 SUMMATION POINT= 612.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NODES (OF 17051 DEFINED) SELECTED FROM 2790 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -102.0 LINE 7 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2240 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2375 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 238774.7 FY = -60069.65 AND 102.10 ND. 0 NATES I -101.90 -101.90'ES *****

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = -291139.3 MX = 3417829.

MY = 2106248.

MZ = -8240993.

SUMMATION POINT= 612.00 -45.000 -102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2375 NODES (OF 17051 DEFINED) SELECTED FROM 2240 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -306.0 LINE 6 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.732200E-05 1800 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1690 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1800 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 109162.9 FY = -52227.79 FZ = -401663.8 MX = 764098.0 MY = 4993299.

MZ = -7385459.

SUMMATION POINT= 612.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM 1690 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -510.0 LINE 5 RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.528200E-05 Sheet 310 of 338-305.90 -305.90 ES *****BETWEEN -1038.1 AND -509.90 F 'JENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -11669.04 FY = -54469.13 FZ = -389752.6 MX = 1073675.

MY = 7406564.

MZ = -6970118.

SUMMATION POINT= 612.00 -45.000 -510.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1225 NODES (OF 17051 DEFINED) SELECTED FROM 1140 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -714.0 LINE 4 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE KABS= 0. TOLERANCE=

0.324200E-05 650 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 590 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 650 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 ANE KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA2 Sheet 311 of 338-509.90 ES *****-713.90 -713.90 FES

  • ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = -144032.4 FY = -34866.33 FZ = -253450.1 MX = 4496735.

MY = 0.1000505E+08 MZ = -5702581.

SUMMATION POINT= 612.00 -45.000 -714.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 650 NODES (OF 17051 DEFINED) SELECTED FROM 590 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -918.0 LINE 3 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AN[ KABS= 0. TOLERANCE=

0.120200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 ANE KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA2 FX = -343186.4 FY = 74412.80 FZ = 19397.64 MX = 2521466.

MY = 0.1631395E+08 MZ = 6377809.

SUMMATION POINT= 612.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -978.0 LINE 2 Sheet 312 of 338) -917.90 -917.90 ?ES *****

F 'IENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.602000E-06 50 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 20 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 50 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -978.10 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -567145.4 FY = 66979.61 FZ = 139995.0 MX = -2869666.

MY = 0.1865635E+08 MZ = -9909071.

SUMMATION POINT= 612.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND KABS= 0. TOLERANCE=

0.200000E-08 25 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 644410.4 FY = -143479.6 FZ = -139995.0 MX = 9183442.

MY = 0.1769032E+08 MZ = 9909071.

SUMMATION POINT= 612.00 -45.000 -1038.0-977.90 -977.90 'ES *****-1037.9'ES *****Sheet 313 of 338 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -1038 to -918 Lines 1 to 3 RESELECT KABS= 255 SELECT 160 255 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -917.90 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 525272.7 FY = -239120.5 FZ = -259034.7 MX = 1725602.

MY = -7643568.

MZ = 0.2448930E+08 SUMMATION POINT= 714.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.90 AND 714.10 COMMAND.-978.000 COORDINATES

  • Sheet 314 of 338 F i ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 255 NODES (OF 17051 DEFINED) SELECTED FROM 160 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 195 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 120 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 195 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 359377.2 FY = -207832.4 FZ = -352559.1 MX = -2865372.

MY = -0.1083304E+08 MZ = 4887233.

SUMMATION POINT= 510.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 195 NODES (OF 17051 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT KABS= 135 SELECT 80 135 RESELECT Sheet 315 of 338 510.10 510.10 ES *****FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 306.10 0. TOLERANCE=

0.408200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND 306.10 Fa 'j ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 316 of 338 KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 155771.8 FY = -229902.0 FZ = -356586.8 MX = -4321079.

MY = -9288273.

MZ = -5421793.

SUMMATION POINT= 306.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 135 NODES (OF 17051 DEFINED) SELECTED FROM 80 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = -49505.16 FY = -146374.1 FZ = -287205.9 MX = -3739970.

MY = -5774217.

MZ = -0.2184465E+08 SUMMATION POINT= 102.00 -45.000 -978.00 102.10 102.10 ES *****

F 'j ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT 75 40 Internal ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.

forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102. KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 304554.0 FY = -51285.08 FZ = 161918.9 MX = -997074.2 MY = -4593750.

MZ = 0.1484612E+08 SUMMATION POINT= -102.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -918 to -714 Lines 3 to 4 10 AND -101.90 COMMAND.

-978.000 COORDINATES

          • Select all nodes in pad only ESEL FOR LABEL= TYPE FROM- 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -918 to -714 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND -713.90 KABS= 0. TOLERANCE=

0.204200E-05 2310 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 317 of 338 SIronENERCON F JA SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 2200 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2310 SELECTED NODES BY ENOD COMMAND.

Internal forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 793709.5 FY = -603514.1 FZ = -164215.3 MX = 2129687.

MY = -2501374.

MZ = 0.3528869E+08 SUMMATION POINT= 714.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -816.000 Sheet 318 of 338 714.10 510.10 510.10 ES *****

Sheet 319 of 338 F '~ ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

          • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
          • FX = 439877.3 FY = -537258.2 FZ = -452097.3 MX = -564258.8 MY = -0.1283636E+08 MZ = 2676159.

SUMMATION POINT= 510.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 313731.6 FY = -533490.0 FZ = -525262.7 MX = -1334569.

MY = -0.1331645E+08 MZ = -0.1742949E+08 SUMMATION POINT= 306.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B 306.10 306.10 ES *****

r I ENERCON r. 'A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 154160.2 FY = -511333.3 FZ = -381263.3 MX = -2856639.

MY = -8511153.

MZ = -0.4488949E+08 SUMMATION POINT= 102.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 ANE KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 439647.9 FY = 28775.93 FZ = 143636.4 MX = 3453553.

MY = -3321987.

MZ = 0.1926275E+08 Sheet 320 of 338 102.10 102.10-101.90'ES *****ES *****

Sheet 321 of 338 F IENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= -102.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -714 to -510 Lines 4 to 5 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -714 to -510 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -714.10 AND -509.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 864465.8 FY = -644895.8 FZ = -74513.32 MX = 1137461.

MY = -1201813.

MZ = 0.3860423E+08 714.10 ES *****

S ENERCON r 1 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 714.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 428620.6 FY = -547955.3 FZ = -208199.9 MX = -168599.9 MY = -4821534.

MZ = 2511197.

SUMMATION POINT= 510.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT KABS= 1170 SELECT Sheet 322 of 338 I 510.10 510.10 ES *****FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 306.10 0. TOLERANCE=

0.408200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET.

ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 319608.1 FY = -544956.2 FZ = -262783.5 MX = -741660.3 MY = -6675977.

MZ = -0.1824788E+08 SUMMATION POINT= 306.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B 90 COMMAND.

-612.000 COORDINATES

  • RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 176810.3 FY = -540097.9 FZ = -183933.1 MX = -1549587.Sheet 323 of 338 AND 306.10 102.10 102.10 ES *****

r 1j ENERCON F ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = -4991893.

MZ = -0.4760604E+08 SUMMATION POINT= 102.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 ANt KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -612.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX = 461317.3 FY = 15306.45 FZ = 70491.70 MX = 936821.4 MY = -1506160.

MZ = 0.2033337E+08 SUMMATION POINT= -102.00 -45.000 -612.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -510 to -306 Lines 5 to 6 Sheet 324 of 338-101.90?ES *****Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -510 to -306 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -510.10 AND -305.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 886414.5 FY = -653720.4 FZ = 29.25473 MX = -300.8593 MY = 645.2824 MZ = 0.3963429E+08 SUMMATION POINT= 714.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D 90 AND 714.10 COMMAND.-408.000 COORDINATES

          • FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 510.10 0. TOLERANCE=

0.612200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND 510.10 0. TOLERANCE=

0.200000E-08 Sheet 325 of 338 RESELECT KABS= 1740 SELECT 1650 1740 RESELECT KABS=

Sheet 326 of 338 F ~ ENERCON F 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 442417.4 FY = -550605.7 FZ = 55.30473 MX = 816.1777 MY = 1088.448 MZ = 2533592.

SUMMATION POINT= 510.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 322226.8 FY = -547000.6 FZ = 73.28032 MX = 4204.487 MY = 1168.688 MZ = -0.1841200E+08 SUMMATION POINT= 306.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.306.10 306.10 ES *****

r ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 171332.0 FY = -546142.2 FZ = 78.37562 MX = 11754.07 MY = 1204.012 MZ = -0.4809341E+08 SUMMATION POINT= 102.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA' FX = 471813.5 FY = 14469.98 102.10 102.10-101.90 FES *Sheet 327 of 338 ES *****

r 'ij ENERCON F. a SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = -39.50206 MX = -6229.406 MY = 1856.880 MZ = 0.2084240E+08 SUMMATION POINT= -102.00 -45.000 -408.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -306 to -102 Lines 6 to 7 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -306 to -102 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND -101.90 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 864446.4 714.10 ES *****Sheet 328 of 338 r r 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FY = -644878.4 FZ = 74569.78 MX = -1137967.

MY = 1203087.

MZ = 0.3860337E+08 SUMMATION POINT= 714.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 1740 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1650 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 428583.6 FY = -547926.3 FZ = 208304.2 MX = 171516.1 MY = 4823121.

MZ = 2514922.

SUMMATION POINT= 510.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 Sheet 329 of 338 510.10 510.10 ES *****ANqD 306.10 RESELECT ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 319474.6 FY = -545010.9 FZ = 262928.4 MX = 761822.4 MY = 6673952.

MZ = -0.1823499E+08 SUMMATION POINT= 306.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -204.000 Sheet 330 of 338 306.10 ES *****102.10 102.10 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 331 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 176729.0 FY = -540269.5 FZ = 184086.4 MX = 1573560.

MY = 4994054.

MZ = -0.4759810E+08 SUMMATION POINT= 102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102 KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSE] NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAI FX = 461367.3 FY = 15314.43 FZ = -70591.99 MX = -945945.7 MY = 1510237.

MZ = 0.2033603E+08 SUMMATION POINT= -102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = -102 to 102 Lines 7 to 8.10 AND -101.90 COMMAND.

-204.000 COORDINATES

  • Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = -102 to 102 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -102.10 AND 0. TOLERANCE=

0.204200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713.90 ANL KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA2 FX = 793674.7 FY = -603481.0 FZ = 164262.3 MX = -2130059.

MY = 2502594.

MZ = 0.3528720E+08 SUMMATION POINT= 714.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2310 NODES (OF 17051 DEFINED) SELECTED FROM 2200 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT KABS= 1740 SELECT 1650 FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 0. TOLERANCE=

0.612200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM Sheet 332 of 338 102.10 714.10 ES ***** 510.10 F F 'J ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 333 of 338 1740 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509. KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 439823.7 FY = -537152.7 FZ = 452146.6 MX = 563476.2 MY = 0.1283984E+08 MZ = 2688230.

SUMMATION POINT= 510.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 1650 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 306.0 LINE C 90 AND 510.10 COMMAND.0.00000 COORDINATES

          • RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 1170 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 1100 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1170 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 313901.3 FY = -532603.5 FZ = 525138.2 MX = 1309882.

MY = 0.1332404E+08 MZ = -0.1738016E+08 306.10 306.10 ES w*****

r II ENERCON r.3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 SUMMATION POINT= 306.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1170 NODES (OF 17051 DEFINED) SELECTED FROM 1100 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.204200E-05 600 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 550 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 600 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND KABS= 0. TOLERANCE=

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 0.00000 "***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = 154065.6 FY = -511124.5 FZ = 381322.3 MX = 2837482.

MY = 8506942.

MZ = -0.4491566E+08 SUMMATION POINT= 102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT KABS= 30 NODE FOR Sheet 334 of 338 102.10 102.10 FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND -101.90 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 S *****

Sheet 335 of 338 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 439703.7 FY = 28733.62 FZ = -143742.3 MX = -3455317.

MY = 3325659.

MZ = 0.1926529E+08 SUMMATION POINT= -102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 550 SELECTED ELEMENTS BY NELE COMMAND.

next strip z = 102 to 222 Lines 8 to 10 Select all nodes in pad only ESEL FOR LABEL= TYPE FROM 1 TO 1 BY 1 9056 ELEMENTS (OF 15348 DEFINED) SELECTED BY ESEL COMMAND.

SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 11550 NODES (OF 17051 DEFINED) SELECTED FROM 9056 SELECTED ELEMENTS BY NELE COMMAND.

select strip x direction z = 102 to 222 RESELECT KABS= 255 SELECT 160 255 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN 101.90 AND 222.10 0. TOLERANCE=

0.120200E-05 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. ELEMENTS (OF 15348 DEFINED) SELECTED FROM SELECTED NODES BY ENOD COMMAND.

forces at x = 714.0 LINE E RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY 713.90 AND 714.10 NSEL COMMAND.

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 336 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 525232.6 FY = -239089.3 FZ = 259050.3 MX = -1726471.

MY = 7643609.

MZ = 0.2448766E+08 SUMMATION POINT= 714.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 255 NODES (OF 17051 DEFINED) SELECTED FROM 160 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 510.0 LINE D RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.612200E-05 195 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 120 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 195 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 359305.8 FY = -207722.2 FZ = 352574.3 MX = 2865639.

MY = 0.1083195E+08 MZ = 4895306.

SUMMATION POINT= 510.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 195 NODES (OF 17051 DEFINED) SELECTED FROM 120 SELECTED ELEMENTS BY NELE COMMAND.510.10 510.10 ES *****EFI F '1I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Internal forces at x = 306.0 LINE C RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.408200E-05 135 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 80 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 135 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305.90 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 155603.9 FY = -229145.8 FZ = 356739.7 MX = 4335886.

MY = 9288051.

MZ = -5386584.

SUMMATION POINT= 306.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 135 NODES (OF 17051 DEFINED) SELECTED FROM 80 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = 102.0 LINE B RESELE KABS SELECT RESELE KABS CT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND = 0. TOLERANCE=

0.204200E-05 75 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 40 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 75 SELECTED NODES BY ENOD COMMAND.

CT FOR ITEM=LOC COMPONENT=X BETWEEN 101.90 AND = 0. TOLERANCE=

0.200000E-08 306.10 306.10 ES *****102.10 102..10 Sheet 337 of 338 F ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 338 of 338 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = -49495.78 FY = -146358.4 FZ = 287343.4 MX = 3763212.

MY = 5778705.

MZ = -0.2186785E+08 SUMMATION POINT= 102.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 75 NODES (OF 17051 DEFINED) SELECTED FROM 40 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at x = -102.0 LINE A RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND KABS= 0. TOLERANCE=

0.200000E-08 15 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 304594.3 FY = -51315.34 FZ = -161984.0 MX = 995296.7 MY = 4595266.

MZ = 0.1484897E+08 SUMMATION POINT= -102.00 -45.000 162.00 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.

EXIT THE ANSYS POST1 DATABASE PROCESSOR***** ROUTINE COMPLETED

          • CP =-101.90 94. 926*** NOTE *** CP= 94.926 TIME= 17:02:05 A total of 1 warnings and errors written to dcslabs2.err.
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