ML020290083

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Part 6 of 22, Diablo Canyon Independent Spent Fuel Storage Installation, Submittal of Non-Proprietary Calculation Packages, Appendix FC-1 to Calculation PGE-009-CALC-003
ML020290083
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: ML020290083 (190)
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Sheet 1 of 338 F 'aI ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Originator:

S. C. Tumminelli Date: November 30, 2001 Appendix FC-1 Pad Internal Forces -Soft Rock Model This Appendix presents internal force data for the pad for load cases 2 through 6 for the soft rock model. The input file is provided followed by the output file. Appendix Contents ANSYS input file for pad internal forces ANSYS output file for pad internal forces: Load Case 2 HE(1) N Load Case 3 HE(l) N 32.93 W Load Case 4 HE(l) N 45 W Load Case 5 HE(l) N 57.07 W Load Case 6 HE(1) W sheet 2 sheet 76 sheet 77 sheet 129 sheet 181 sheet 234 sheet 286 Sheet 2 of 338 ENERCON F i SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Below is the ANSYS input file that scans the database and provides pad internal forces for the soft rock model. /com, /com, This routine processes load results data for the /com, evaluation of pad internal forces and moments /com /com, Soft Rock Load Step Results /com /output,padintforcess2,out

/com / corn *************************************************************************

/ corn *************************************************************************

/ corn *************************************************************************

/ corn /com ************************

Soft Rock Results * / corn /f ile, dcslabs2 resume /HEADER,ON,OFF,OFF,OFF,ON,OFF

/postl eall nall /com /com

  • LOAD CASE 2
  • set,2 /COM /COM SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip Z direction x = -102 to 102 Lines A to B /com nsel,r,loc,x,-102.1,102.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com Sheet 3 of 338 ENERCON F 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nselrlocz,-1038.1,162.1 enode,1 nselrlocz,161.9,162.1 spoint,,O,-45.0,162.0 fsUm nelem /com /com Internal forces at Z 102.0 LINE 8 /com nselrlocz,-1038.1,102.1 enode,1 nselrlocz,101.9,102.1 spoint,,O,-45.0,102.0 fsUm nelem /com /com Internal forces at Z -102.OLINE 7 /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,O,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z -306.OLINE 6 /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,O,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.OLINE 5 /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,O,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z -714.OLINE 4 /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,O,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z = -918.OLINE 3

ENERCON FSERVICES, IC SINC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com nsel,r,loc,z,-1038.1,-917.9 enode,1 nsel,r,loc,z,-917.9,-918.1 spoint,,0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.0LINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 nsel,r,loc,z,-977.9,-978.1 spoint,,0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,0,-45.0,-1038.0 fsum /com next strip x = 102 to 306 Lines B to C /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r,loc,x,101.9,306.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,204.0,-45.0,222.0 f sum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r, loc,z,-1038.1,162.1 enode,1 nsel,r, loc,z,161.9,162.1 spoint,,204.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc, z,-1038.1,102.1 Sheet 4 of 338 Sheet 5 of 338 enode, 1 nselrlocz,101.9,102.1 spoint,,204.0,-45.0,102.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,204.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,204.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,204.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,204.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-9l7.9,-918.1 spoint,,204.0,-45.0,-918.0 fsUm nelem /com /com Internal forces at Z /com-102.OLINE 7 -306.OLINE 6 -510.OLINE 5 -714.OLINE 4 -918.OLINE 3-978.OLINE 2 ENERCON F 13 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ENERCON F : SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel, r, loc, z, -1038.1, -977.9 enode, 1 nsel,r,loc,z,-977.9,-978.1 spoint,,204.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,204.0,-45.0,-1038.0 fsum /com next strip x = 306 to 510 Lines C to D /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r, loc,x,305.9,510.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,408.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r, loc,z,161.9,162.1 spoint,,408.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r, loc, z, -1038.1,102.1 enode, 1 nsel,r,loc,z,101.9,102.1 spoint,,408.0,-45.0,102.0 f sum nelem /com /com Internal forces at Z = -102.OLINE 7 /com nsel,r, loc,z,-1038.1,-101.9 enode,1 Sheet 6 of 338 Sheet 7 of 338 nselrlocz,-101.9,-102.1 spoint,,408.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z -306.01, /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,408.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.01, /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,408.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z -714.OL /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,408.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z -918.OL /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,408.0,-45.0,-918.0 fsUm nelem /com /com Internal forces at Z -978.OL /com nselrlocz,-1038.1,-977.9 enode,1 nselrlocz,-977.9,-978.1 spoint,,408.0,-45.0,-978.0 fsUm nelem /com /com Internal forces at Z = -1038.0 /com nselrlocz,-1037.9,-1038.1 INE 6 INE 5 INE 4 INE 3 INE 2 LINE 1 ENERCON F, 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 spoint,,408.0,-45.0,-1038.0 fsum /com next strip x = 510 to 714 Lines D to E /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip Z direction

/com nsel,r, locx,509.9,714.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,612.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r,loc,z,161.9,162.1 spoint,,612.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode,l nsel,r, loc, z,101.9,102.1 spoint,,612.0,-45.0,102.0 fsum nelem /com /com Internal forces at Z = -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 nsel,r,loc,z,-101.9,-102.1 spoint,,612.0,-45.0,-102.0 fsum nelem /com /com Internal forces at Z = -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 nsel,r, loc,z,-305.9,-306.1 Sheet 8 of 338 Sheet 9 of 338 ~'~ENERCON F ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 spaint,,612.0,-45.0,-306.0 f sum nel1em /com /cam Internal forces at Z =-510.0LINE 5 /com nsel,r,loc,z,-l038.1,-509.9 enode, 1 nsel,r,loc,z,-509.9,-5l0.l spaint,,612.0,-45.0,-5l0.0 f sum nelem / cam /com Internal forces at Z =-714.OLINE 4 / cam nsel,r,loc,z,-1038.1,-713.9 enade, 1 nsel,r,loc,z,-713.9,-714.1 spaint,,612.0,-45.0,-714.0 f sum nel1em / cam /cam Internal forces at Z =-918.0LINE 3 / cam nsel,r,lac,z,-1038.l,-917.9 enade, 1 nsel,r,loc,z, -917.9, -918.1 spoint,,612.0,-45.0,-918.0 f sum nelem /cam /cam Internal farces at Z =-978.0LINE 2 /cam nsel,r,loc,z,-1038.1,-977.9 enade, 1 nsel,r,lac,z,-977.9,-978.1 spaint,,612.O,-45.0,-978.0 f sum nelem /com /cam Internal farces at Z =-1038.0 LINE 1 /cam nsel, r,loc, z,-1037.9, -1038.1 spoint,..612.0,-45.O,-1038.0 f sum / cam * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * / a/ ****************

/cam /COM SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS / Com /com Select all nodes in pad only /cam esel, type, 1 Sheet 10 of 338 F ENERCON F A SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-1038.1,-917.9 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = -102.0 /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-978.0 fsum nelem /com /com next strip z = -918 to -714 I /com /com /com Select all nodes in pad only /com-1038 to -918 Lines 1 to 3 LINE E LINE D LINE C LINE B)LINE A ines 3 to 4 ENERCON 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 esel, type, 1 nelem /Com /com select strip x direction z = -918 to -714 /com nsel,r,locz,-918.1,-713.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, locx,713.9,714.1 spoint,,714.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /Com nsel,r,locx,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x, 101.9,102.1 spoint,,102.0,-45.0,-816.0 f sum nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-816.0 fsum nelem /com /com next strip z = -714 to -510 Lines 4 to 5 /com /com /com Select all nodes in pad only Sheet 11 of 338 Sheet 12 of 338 F~ nl ENERCON F A SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003

/com esel,type,1 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-714.1,-509.9 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = -102.0 /com nsel,r,locx,-102.1,-101.9 spoint,,-102.0,-45.0,-612.0 fsum nelem /com /com next strip z = -510 to -306 L /com /com-714 to -510 LINE E LINE D LINE C LINE B I LINE A ines 5 to 6 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip x direction z = -510 to -306 /com nsel,r,loc,z,-510.1,-305.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r, loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-408.0 f sum nelem /com /com next strip z = -306 to -102 Lines 6 to 7 /com Sheet 13 of 338 ENERCON F. :3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 14 of 338/com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-306.1,-10l.9 enode, 1 /com /com Internal forces at x = 714.0 /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r, loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r, loc,x,-102.1,102.1 enode,1 nsel,r, loc,x, 101.9,102.1 spoint,,102.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = -102.0 /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-204.0 fsum nelem /com /com next strip z = -102 to 102 Li-306 to -102 LINE E LINE D LINE C LINE B LINE A nes 7 to 8 E SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -102 to 102 /com nsel,r,loc,z,-102.1,102.1 enode, 1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,0.0 fsum "nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r, loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-l01.9 spoint,,-102.0,-45.0,0.0 fsum nelem /com Sheet 15 of 338 ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com next strip z = 102 to 222 Lines 8 to 10 /com /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip x direction z = 102 to 222 /com nsel,r,loc,z,101.9,222.1 enode,1 /com /com Internal forces at x 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x.,305.9,306.1 spoint,,306.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = -102.0LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,162.0 fsum eall Sheet 16 of 338 Sheet 17 of 338 r'AENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nal1 / corn / corn /com

  • LOAD CASE 3
  • set,3 /COM /COM SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction x = -102 to 102 Lines A to B /com nsel,r,loc,x,-102.1,102.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode, 1 nsel,r,loc,z,161.9,162.1 spoint,,0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode,1 nsel,r, loc,z,101.9,102.1 spoint,,0,-45.0,102.0 fsum nelem /com /com Internal forces at Z = -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 nsel,r,loc,z,-101.9,-102.1 spoint,,0,-45.0,-102.0 fsum nelem /com /com Internal forces at Z = -306.OLINE 6

F ENERCON ISERVICES, IC SINC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com nsel,r, loc,z,-1038.1,-305.9 enode,1 nsel,r,loc,z,-305.9,-306.1 spoint,,0,-45.0,-306.0 fsum nelem /com /com Internal forces at Z = -510.OLINE 5 /com nsel,r,loc,z,-1038.1,-509.9 enode, 1 nsel,r, loc,z,-509.9,-510.1 spoint,,O,-45.0,-510.0 fsum nelem /com /com Internal forces at Z = -714.OLINE 4 /com nsel,r, loc,z,-1038.1,-713.9 enode,1 nsel,r,loc,z,-713.9,-714.1 spoint,,0,-45.0,-714.0 fsum nelem /com /com Internal forces at Z = -918.OLINE 3 /com nsel,r, loc,z,-1038.1,-917.9 enode, 1 nsel,r,loc,z,-917.9,-918.1 spoint,,0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode, 1 nsel,r, loc,z,-977.9,-978.1 spoint,,0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,0,-45.0,-1038.0 fsum /com next strip x = 102 to 306 Lines B to C /com /com Select all nodes in pad only /com Sheet 18 of 338 ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 esel,type,1 nelem /com /com select strip Z direction

/com nsel,r,loc,x,101.9,306.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,204.0,-45.0,222.0 fsum nelem /cor /com Internal forces at Z = 162.0 LINE 9 /com nsel,r, loc,z,-1038.1,162.1 enode, 1 nsel,r,loc,z,161.9,162.1 spoint,,204.0,-45.0,162.0 f sum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode,1 nsel,r,loc,z,101.9,102.1 spoint,,204.0,-45.0,102.0 fsum nelem /com /com Internal forces at Z = -102.OLINE 7 /com nsel,r, loc,z,-1038.1,-101.9 enode,1 nsel,r,loc,z,-101.9,-102.1 spoint,,204.0,-45.0,-102.0 fsum nelem /com /com Internal forces at Z = -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 nsel,r,loc,z,-305.9,-306.1 spoint,,204.0,-45.0,-306.0 f sum nelem /com /com Internal forces at Z = -510.0 LINE 5 /com Sheet 19 of 338 j ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r,loc,z,-1038.1,-509.9 enode,1 nsel,r, loc,z,-509.9,-510.1 spoint,,204.0,-45.0,-510.0 fsum nelem /com /com Internal forces at Z = -714.OLINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode, 1 nsel,r, loc,z,-713.9,-714.1 spoint,,204.0,-45.0,-714.0 fsum nelem /com /com Internal forces at Z = -918.OLINE 3 /com nsel,r, loc,z,-1038.1,-917.9 enode, 1 nsel,r, loc,z,-917.9,-918.1 spoint,,204.0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z -978.OLINE 2 /com nsel,r, loc,z,-1038.1,-977.9 enode, 1 nsel,r,loc,z,-977.9,-978.1 spoint,,204.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,204.0,-45.0,-1038.0 fsum /com next strip x = 306 to 510 Lines C to D /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r,loc,x,305.9,510.1 enode,1 / cor /com Internal forces at Z = 222.0 LINE 10 /com Sheet 20 of 338 Sheet 21 of 338 nselrlocz,221.9,222.1 spoint,,408.0,-45.0,222.0 fsUm nelem /com /com Internal forces at Z 162.0 LINE 9 /Com nselrlocz,-1038.1,162.1 enode,1 nselrlocz,161.9,162.1 spoint,,408.0,-45.0,162.0 fsUm nelem /com /com Internal forces at Z 102.0 LINE 8 /com nselrlocz,-1038.1,102.1 enode,1 nselrlocz,101.9,102.1 spoint,,408.0,-45.0,102.0 fsUm nelem /com /com Internal forces at Z -102.OLINE 7 /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,408.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z -306.OLINE 6 /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,408.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.OLINE 5 /com nselrlocz,-1038.1,-509.9 enodel nselrlocz,-509.9,-510.1 spoint,,408.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z -714.OLINE 4 /com nselrlocz,-1038.1,-713.9 ENERCON F ý3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ENERCON S SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 enode, 1 nsel,r, loc, z, -713.9, -714.1 spoint,,408.0,-45.0,-714.0 fsum nelem /com /com Internal forces at Z = -918.0LINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 nsel,r,loc,z,-917.9,-918.1 spoint,,408.0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.0LINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 nsel,r,loc,z,-977.9,-978.1 spoint,,408.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r, loc,z,-1037.9,-1038.1 spoint,,408.0,-45.0,-1038.0 fsum /com next strip x = 510 to 714 Lines D to E /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r, loc,x,509.9,714.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,612.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r,loc,z,161.9,162.1 Sheet 22 of 338 Sheet 23 of 338 spoint,,612.0,-45.0,162.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,102.1 enode,1 nselrlocz,101.9,102.1 spoint,,612.0,-45.0,102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,612.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,612.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,612.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,612.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-917.9 enode,1 102.0 LINE 8 -102.OLINE 7 -306.0 LINE 6 -510.0 LINE 5 -714.0 LINE 4 -918.OLINE 3 ENERCON F 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 24 of 338 E ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r, loc,z,-917.9,-918.1 spoint,,612.0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.OLINE 2 /com nsel,r, loc,z,-1038.1,-977.9 enode,1 nsel,r, loc,z,-977.9,-978.1 spoint,,612.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,612.0,-45.0,-1038.0 fsum /torn *************************************************************************

/com /COM SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS /CoM /com Select all nodes in pad only /com esel,type,l nelem /com /com select strip x direction z = -1038 to -918 Lines 1 to 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 /com /com Internal forces at x 714.0 LINE E /cor nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nselr,loc,x,509.9,510.1 spoint,,510.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 F jENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 enode, 1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-978.0 f sum nelem /com /com Internal forces at x = -102. /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-978.0 fsum nelem /com /com next strip z = -918 to -714 /com /com /com Select all nodes in pad only "/com esel,type,1 nelem /com /com select strip x direction z = /com nsel,r,loc, z,-918.1,-713.9 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r, loc,x, 713.9,714.1 spoint,,714.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-816.0 f sum nelem /com /com Internal forces at x = 306.0 /com LINE B 0 LINE A Lines 3 to 4-918 to -714 LINE E LINE D LINE C Sheet 25 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r,loc,x,-102.1,306.1 enode, l nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = -102. /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-816.0 fsum nelem /com /com next strip z = -714 to -510 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = /com nsel,r,loc,z-,-714.1,-509.9 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-612.0 f sum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-612.0 fsum nelem /cor /com Internal forces at x = 306.0 LINE B 0 LINE A Lines 4 to 5-714 to -510 LINE E LINE D LINE C Sheet 26 of 338 Sheet 27 of 338 F '4 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-612.0 f sum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x, 101.9,102.1 spoint,,102.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-612.0 f sum nelem /com /com next strip z = -510 to -306 Lines 5 /com "/com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip x direction z = -510 to /com nsel,r,loc,z,-510.1,-305.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-408.0 fsum nelem /com to 6-306 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 2 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-408.0 fsum nelem /com /com next strip z = -306 to -102 Lines 6 to 7 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -306 to -102 /com nsel,r,loc,z,-306.1,-101.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-204.0 fsum nelem Sheet 28 of 338 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/ com /com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9-,102.1 spoint,,102.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = -102. /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-204.0 fsum nelem /com /com next strip z = -102 to 102 L /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-102.1,102.1 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,0.0 fsum nelem /com /com Internal forces at x 510.0 /com nsel,r,locx,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,0.0 fsum LINE C LINE B 0 LINE A ines 7 to 8-102 to 102 LINE E LINE D Sheet 29 of 338 E

F ISERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,0.0 f sum nelem /com /com Internal forces at x = -102.0LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,0.0 fsum nelem /com /com next strip z = 102 to 222 Lines 8 to 10 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = 102 to 222 /com nsel,r,loc,z,101.9,222.1 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,162.0 f sum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,162.0 Sheet 30 of 338 Sheet 31 of 338 rnl ENERCON r A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = -102.0LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,162.0 fsum eall nall /com /com /com *************************************************************************

/com *************************************************************************

/com

  • LOAD CASE 4 **********************************

set,4 /COM /COM SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction x = -102 to 102 Lines A to B /com nsel,r, loc,x,-102.1,102.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,0,-45.0,222.0 fsum nelem Sheet 32 of 338 ENERCON F ASERVICES, 'NC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com Internal forces at Z = 162.0 LINE 9 /com nselrlocz,-1038.1,162.1 enode,1 nselrlocz,161.9,162.1 spoint,,O,-45.0,162.0 fsUm nelem /com /com Internal forces at Z 102.0 LINE 8 /com nselrlocz,-1038.1,102.1 enode,1 nselrlocz,.101.9-,102.1 spoint,,O,-45.0,102.0 fsUm nelem /com /com Internal forces at Z -102.OLINE 7 /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,O,-4S.O,-102.0 fsUm nelem /com /com Internal forces at Z -306.OLINE 6 /com nselrlocz,-1038.1,-305.9 enodej nselrlocz,-305.9,-306.1 spoint,,O,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.OLINE 5 /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,O,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z -714.OLINE 4 /com nselrlocz,-1038.1,-713.9 enodej nselrlocz,-713.9,-714.1 spoint,,O,-45.0,-714.0 fsUm Sheet 33 of 338 S'jENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nelem /com /com Internal forces at Z = -918.OLINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 nsel,r,loc,z,-917.9,-918.1 spoint,,0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 nsel,r,loc,z,-977.9,-978.1 spoint,,0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r, loc, z,-1037.9,-1038.1 spoint,,0,-45.0,-1038.0 fsum /com next strip x = 102 to 306 Lines B to C /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r,loc,x,101.9,306.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,204.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r, loc,z,-1038.1,162.1 enode,1 nsel,r, loc,z,161.9,162.1 spoint,,204.0,-45.0,162.0 fsum nelem /com

/com Internal forces at Z /com nselrlocz,-1038.1,102.1 enode,1 nselrlocz,101.9,102.1 spoint,,204.0,-45.0,102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,204.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,204.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,204.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z /com nselrlccz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,204.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,204.0,-45.0,-918.0 fsUm nelem 102. 0 LINE 8 -102.OLINE 7 -306.OLINE 6 -510.OLINE 5 -714.0 LINE 4 -918.OLINE 3 Sheet 34 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 35 of 338 E JENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com Internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode, 1 nsel,r,loc,z,-977.9,-978.1 spoint,,204.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,204.0,-45.0,-1038.0 fsum /com next strip x = 306 to 510 Lines C to D /com /com Select all nodes in pad only /com esel,type,1 nelem /cOm /com select strip Z direction

/com nsel,r,locx,305.9,510.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,408.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r,loc,z,161.9,162.1 spoint,,408.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode,1 nsel,r,loc,z,10l.9,102.1 spoint,,408.0,-45.0,102.0 fsum nelem /com /com Internal forces at Z = -102.0 LINE 7 Sheet 36 of 338/com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,408.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,408.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,408.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z /Com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,408.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,408.0,-45.0,-918.0 fsUm nelem /Com /com Internal forces at Z /Com nselrlocz,-1038.1,-977.9 enode,1 nselrlocz,-977.9,-978.1 spoint,,408.0,-45.0,-978.0 fsUm nelem /com-306.OLINE 6 -510.OLINE 5 -714.OLINE 4 -918.OLINE 3 -978.0 LINE 2 ENERCON F 13 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC.003 Sheet 37 of 338 ENERCON FSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,408.0,-45.0,-1038.0 fsum /com next strip x = 510 to 714 Lines D to E /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r, loc,x,509.9,714.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r, loc,z,221.9,222.1 spoint,,612.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com "nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r,loc,z,161.9,162.1 spoint,,612.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode, 1 nsel,r,loc,z,101.9,102.1 spoint,,612.0,-45.0,102.0 fsum nelem /com /com Internal forces at Z = -102.OLINE 7 /com nsel,rloc,z,-1038.1,-101.9 enode,1 nsel,r,loc,z,-101.9,-102.1 spoint,,612.0,-45.0,-102.0 fsum nelem /com /com Internal forces at Z = -306.0 LINE 6 /com Sheet 38 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,612.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.OLINE 5 /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,612.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z -714.OLINE 4 /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,612.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z -918.OLINE 3 /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,612.0,-45.0,-918.0 fsUm nelem /com /com Internal forces at Z -978.OLINE 2 /com nselrlocz,-1038.1,-977.9 enode,1 nselrlocz,-977.9,-978.1 spoint,,612.0,-45.0,-978.0 fsUm nelem /com /com Internal forces at Z -1038.0 LINE 1 /com nselrlccz,-1037.9,-1038.1 spoint,,612.0,-45.0,-1038.0 fsUm /com /com /com /COM SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS /Com F 'I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 39 of 338/com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip x direction z = /com nsel,r, loc, z,-1038.1,-917.9 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-978.0 fsum nelem /com "/com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = -102.0 /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-978.0 fsum nelem /com /com next strip z = -918 to -714 1 /com-1038 to -918 Lines 1 to 3 LINE E LINE D LINE C LINE B)LINE A sines 3 to 4 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -918 to -714 /com nsel,r,loc,z,-918.1,-713.9 enode,l /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-816.0 f sum nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-816.0 fsum nelem /com /com next strip z = -714 to -510 Lines 4 to 5 Sheet 40 of 338 Sheet 41 of 338 E '~I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -714 to -510 /com nsel,r,loc,z,-714.1,-509.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x, 713.9,714.1 spoint,,714.0,-45.0,-612.0 f sum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-612.0 f sum "nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-612.0 f sum nelem /com ENERCON F ' SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com next strip z = -510 to -306 Lines 5 to 6 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -510 to -306 /com nsel,r,loc,z,-510.1,-305.9 enode, 1 /com /com Internal forces at x= 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r, loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-408.0 fsum nelem Sheet 42 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com next strip z = -306 to -102 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-306.1,-101.9 enode,1 /com /com Internal forces at x 714.0 /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode, 1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x 306.0 /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = -102.C /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-204.0 fsum Lines 6 to 7 -306 to -102 LINE E LINE D LINE C LINE B)LINE A Sheet 43 of 338 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nelem /com /com next strip z = -102 to 102 Lines 7 to 8 / corn /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -102 to 102 /com nsel,r,loc,z,-102.1,102.1 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,locx,713.9,714.1 spoint,,714.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,0.0 fsum nelem /com /com Internal forces at x --102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,0.0 Sheet 44 of 338 Sheet 45 of 338 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 f sum nelem /com /com next strip z = 102 to 222 Lines 8 to 10 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = 102 to 222 /com nsel,r,loc,z,101.9,222.1 enode,l /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 ENERCON Sheet 46 of 338 F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 spoint,,-102.0,-45.0,162.0 fsum eall nall /com /com /com *************************************************************************

/com *************************************************************************

/com *************************

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

set,5 /COM /COM SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction x = -102 to 102 Lines A to B /com nsel,r,loc,x,-102.1,102.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 / com nsel,r, loc,z,221.9,222.1 spoint,,0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /coN nsel,r,loc,z,-1038.1,162.1 enode, 1 nsel,r,loc,z,161.9,162.1 spoint,,0,-45.0,162.0 fsum nelem /com /com Internal forces at Z 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode, 1 nsel,r,loc,z,101.9,102.1 spoint,,0,-45.0,102.0 fsum nelem /com /com Internal forces at Z -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 nsel,r, loc,z,-101.9,-102.1 Sheet 47 of 338 ENERCON F 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 spoint,,O,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z -306.OLINE 6 /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,O,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.OLINE 5 /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,O,-45.0,-51,0.0 fsUm nelem /com /com Internal forces at Z -714.OLINE 4 /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,O,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z -918.OLINE 3 /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,O,-45.0,-918.0 fsUm nelem /com /com Internal forces at Z -978.OLINE 2 /com nselrlocz,-1038.1,-977.9 enode,1 nselrlocz,-977.9,-978.1 spoint,,O,-45.0,-978.0 fsUm nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nselrlocz,-1037.9,-1038.1 spoint,,O,-45.0,-1038.0 Sheet 48 of 338 E ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 f sum /com next strip x = 102 to 306 Lines B to C /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip Z direction

/com nsel,r,loc,x,101.9,306.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,204.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r, loc,z,161.9,162.1 spoint,,204.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode, 1 nsel,r, loc,z,101.9,102.1 spoint,,204.0,-45.0,102.0 fsum nelem /com /com Internal forces at Z -102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode,1 nsel,r,loc,z,-101.9,-102.1 spoint,,204.0,-45.0,-102.0 fsum nelem /com /com Internal forces at Z -306.OLINE 6 /com nsel,r,loc,z,-1038.1,-305.9 enode,1 nsel,r,loc,z,-305.9,-306.1 spoint,,204.0,-45.0,-306.0 Sheet 49 of 338 F i! ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 f sum nelem /com /com Internal forces at Z = -510.0LINE 5 /com nsel,r,loc,z,-1038.1,-509.9 enode,1 nsel,r,loc,z,-509.9,-510.1 spoint,,204.0,-45.0,-510.0 fsum nelem /com /com Internal forces at Z = -714.0LINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode,1 nsel,r, loc,z,-713.9,-714.1 .spoint,,204.0,-45.0,-714.0 fsum nelem /com /com Internal forces at Z = -918.0LINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode,1 nsel,r,loc,z,-912.9,-918.1 spoint,,204.0,-45.0,-918.0 f sum nelem /com /com Internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 nsel,r,loc,z,-977.9,-978.1 spoint,,204.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,204.0,-45.0,-1038.0 fsum /com next strip x = 306 to 510 Lines C to D /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com EERCON F 13 SRVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel, r,loc, x,305. 9,510 .1 enode, 1 / corn /com Internal forces at Z = 222.0 LINE 10 /com nsel, r,loc, z,221.9,222.1 spoint,,408.0,-45.0,222.0 f sum nelem /com /com Internal forces at Z =162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode, 1 nsel, r,loc, z,161. 9,162 .1 spoint, ,408.0;"-45.0, 162.0 f sum nelem / corn /corn Internal forces at Z =102.0 LINE 8 / corn nsel,r,loc,z,-1038.1,102.1 enode, 1 nsel, r,loc, z,101. 9,102.1 spoint,,408.0,-45.0,102.0 f sum nelern / corn /corn Internal forces at Z =-102.OLINE 7 / corn nsel,r,loc,z,-1038.1,-101.9 enode, 1 nsel,r,loc,z,-101.9,-102.1 spoint,,408.0,-45.0,-102.0 f sum nelern /corn /corn Internal forces at Z =-306.OLINE 6 /corn nsel, r,loc, z,-1038.1, -305.9 enode, 1 nsel, r,loc, z,-305.9, -306.1 spoint.,,408.0,-45.0,-306.0 f sum nelern /com /corn Internal forces at Z =-510.OLINE 5 /corn nsel,r,loc,z, -1038.1,-509.9 enode, 1 nsel,r,loc,z,-509.9,-510.1 spoint, ,408.0, -45.0, -510.0 fsurn Sheet 50 of 338 Sheet 51 of 338 ENERCON FSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nelem /corn /com Internal forces at Z = -714.0LINE 4 /com nsel,r,loc,z,-1038.1,-713.9 enode,1 nsel,r,loc,z,-713.9,-

7 1 4.1 spoint,,408.0,-45.0,-

7 1 4.0 fsum nelem /com /com Internal forces at Z = -918.0LINE 3 /com nsel,r,loc,z,-1038.1,-91 7.9 enode,1 nsel,r,loc,z,-917.9,-918.1 spoint,,408.0,-45.0,-

9 18.0 fsum nelem /com /com Internal forces at Z = -978.0LINE 2 /com nsel,r,loc,z,-1038.1,-

9 7 7.9 enode, 1 nsel,r,loc,z,-977.9,-9 7 8.1 spoint,,408.0,-45.0,-9 7 8.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,408.0,-45.0,-1038.0 fsum /com next strip x = 510 to 714 Lines D to E /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r, loc,x,509.9,714.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9, 2 2 2.1 spoint,,612.0,-45.0, 2 2 2.0 fsum nelem /com Sheet 52 of 338 FA S ERVCESINC.

Appendix FC-l to Calculation PGE-009-CALC-003

/corn Internal forces at Z / corn nsel,r,loc,z, -1038.1,162.1 enode, 1 nsel, r,loc, z,161.9,162.1 spoint,,612.0,-45.0,162.0 f sum nelem /com /com Internal forces at Z= /com nsel,r,loc,z,-1038.1,102.1 enode, 1 nsel, r,loc ,z,101. 9,102.1 spoint, ,612.0, -45.0,102.0 f sum nelem / corn /com Internal forces at Z / corn nsel,r,loc,z,-1038.1,-101.9 enode, 1 nsel,r,loc,z,-101.9,-102.1 spoint, ,612.0, -45.0, -102.0 f sum nelem / corn /corn Internal forces at Z= /corn nsel, r,loc, z,-1038.1, -305.9 enode, 1 nsel, r,loc, z,-305.9, -306.1 spoint,,612.0,-45.0,-306.0 fsUrn nelern / corn /corn Internal forces at Z /com nsel,r,loc,z,-1038.1,-509.9 enode, 1 nsel,r,loc,z,-509.9,-510.1 spoint,,612.0,-45.0,-510.0 fsurn nelern /corn /corn Internal forces at Z /corn nsel, r,loc, z,-1038.1, -713.9 enode, 1 nsel,r,loc,z,-713.9,-714.1 spoint,,612.0,-45.0,-714.0 f sum nelern 162. 0 LINE 9 102. 0 LINE 8 -102.O0LINE 7 -306.0 LINE 6 -510.OLINE 5 -714.0 LINE 4 Sheet 53 of 338 E'4ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com Internal forces at Z = -918.0 LINE 3 /com nsel,r,loc,z,-1038.1,-917.9 enode, 1 nsel,r,loc,z,-917.9,-918.1 spoint,,612.0,-45.0,-918.0 fsum nelem /Com /com Internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode, 1 nsel,r,loc,z,-977.9,-978.1 spoint,,612.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,612.0,-45.0,-1038.0 fsum /oom *************************************************************

/oom *************************************************************************

./com /COM SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS /CoM /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -1038 to -918 Lines 1 to 3 /com nsel,r, loc,z,-1038.1,-917.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode, 1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-978.0 fsum F ', ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-978.0 f sum nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-978.0 f sum nelem /com /com next strip z = -918 to -714 Lines 3 to 4 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -918 to -714 /com nsel,r,loc,z,-918.1,-713.9 enode, 1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-816.0 Sheet 54 of 338 Sheet 55 of 338 E ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 f sum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r, loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-816.0 f sum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-816.0 fsum nelem /com /com next strip z = -714 to -510 Lines 4 to 5 /com /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /.com select strip x direction z = -714 to -510 /com nsel,r,loc,z,-714.1,-509.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 ENERCON ... SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 56 of 338 spoint,,510.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x -102. /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-612.0 fsum nelem /com /com next strip z = -510 to -306 /com /com /com Select all nodes in pad only /com esel, type, 1 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-510.1,-305.9 enode,1 /com /com Internal forces at x = 714.0 /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 LINE C LINE B 0 LINE A Lines 5 to 6-510 to -306 LINE E LINE D Sheet 57 of 338 r'..ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-408.0 f sum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-408.0 fsum nelem /com /com next strip z = -306 to -102 Lines 6 to 7 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -306 to -102 /com nsel,r,loc,z,-306.1,-101.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 58 of 338 enode, I nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 306.0 /com nsel,r, loc,x,-102.1,306.1 enode, 1 nsel,r,loc,x,-305.9,306.1 spoint,,306.0,-45.0,-2 0 4.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-20 4.0 fsum nelem /com /com Internal forces at x = -102. /com nsel,r, loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-204.0 fsum nelem /com /com next strip z = -102 to 102 L /com /com /com Select all nodes in pad only /com esel, type, 1 nelem /com /com select strip x direction z = /com nsel,r, loc,z,-102.1,102.1 enode, 1 /com /com Internal forces at x = 714.0 /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 510.0 /com) LINE C LINE B 0 LINE A ines 7 to 8-102 to 102 LINE E LINE D Sheet 59 of 338 ENRCON FSERVICES, IC FINC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,0.0 fsum nelem /com /com next strip z = 102 to 222 Lines 8 to 10 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = 102 to 222 /com nsel,r,loc,z,101.9,222.1 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D Sheet 60 of 338 E ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r, loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,162.0 fsum eall nall /com /com /com *************************************************************************

/com *************************************************************************

/com *************************

LOAD CASE 6

  • set,6 /COM /COM SECTION THE PAD IN TO 4 NORTH-SOUTH Z-DIRECTION STRIPS /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction x = -102 to 102 Lines A to B /com nsel,r,loc,x,-102.1,102.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10

~'~ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 loom nsel, r,loc, z,221.9,222.1 spoint, ,0,-45.0,222.0 f sum nelem /com /com Internal forces at Z =162.0 LINE 9 / corn nsel,r,loc,z,-1038.1,162.1 enode, 1 nsel, r,loc, z,161. 9,162 .1 spoint, ,0,-45.0,162.0 f sum nelem /com /com Internal forces at Z =102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode, 1 nsel, r,loc, z,101.9,102.1 spoint,, 0, -45.0,102.0 f sum nelem /com /com Internal forces at Z =-102.OLINE 7 /com nsel,r,loc,z,-1038.1,-101.9 enode, 1 nsel,r,loc,z,-101.9,-102.1 spoint,, 0, -45.0, -102.0 f sum nelem /com /oom Internal forces at Z =-306.OLINE 6 /0 om nsel,r,loc,z,-1038.1,-305.9 enode, 1 nsel,r,loc,z,-305.9,-306.1 spoint,,0,-45.0,-306.0 f sum nelem / corn /oom Internal forces at Z =-510.OLINE 5 / corn nsel,r,loc,z,-1038.1,-509.9 enode, 1 nsel,r,loc,z,-509.9,-510.1 spoint, ,0,-45.0, -510.0 f sum nel1em / corn /oom Internal forces at Z =-714.OLINE 4 /com Sheet 61 of 338 ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r, loc,z,-1038.1,-713.9 enode,1 nsel,r,loc,z,-713.9,-714.1 spoint,,0,-45.0,-714.0 fsum nelem /com /com Internal forces at Z = -918.OLINE 3 /com nsel,r, loc,z,-1038.1,-917.9 enode,1 nsel,r,loc,z,-917.9,-918.1 spoint,,0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.OLINE 2 /com nsel,r,loc,z,-1038.1,-977.9 enode,1 nsel,r,loc,z,-977.9,-978.1 spoint,,0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,0,-45.0,-1038.0 fsum /com next strip x = 102 to 306 Lines B to C /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip Z direction

/com nsel,r,loc,x,101.9,306.1 enode,1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,204.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode, 1 Sheet 62 of 338 Sheet 63 of 338 nselrlocz,161.9,162.1 spoint,,204.0,-45.0,162.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,102.1 enodej nselrlocz,101.9,102.1 spoint,,204.0,-45.0,102.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,204.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-305.9 enodej nselrlocz,-305.9,-306.1 spoint,,204.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-509.9 enode,1 4selrlocz,-509.9,-510.1 spoint,,204.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-713.9 enodej nselrlocz,-713.9,-714.1 spoint,,204.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-917.9 102. 0 LINE 8 -102.OLINE 7 -306.OLINE 6 -510.0 LINE 5 -714.OLINE 4 -918.0 LINE 3 ENERCON F ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 64 of 338 F il ENERCON F, -SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 enode, 1 nsel,r,loc,z,-917.9,-918.1 spoint,,204.0,-45.0,-918.0 fsum nelem /com /com Internal forces at Z = -978.OLI /com nsel,r,loc,z,-1038.1,-977.9 enode,1 nsel,r,loc,z,-977.9,-978.1 spoint,,204.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,204.0,-45.0,-1038.0 fsum /com next strip x = 306 to 510 Lines /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip Z direction

/com nsel,r, loc,x,305.9,510.1 enode,1 /com /com Internal forces at Z = 222.0 LI /com nsel,r, loc,z,221.9,222.1 spoint,,408.0,-45.0,222.0 f sum nelem /com /com Internal forces at Z = 162.0 LI /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r, loc,z,161.9,162.1 spoint,,408.0,-45.0,162.0 fsum nelem /com /com Internal forces at Z = 102.0 LI /com nsel,r,loc,z,-1038.1,102.1 enode,l nsel,r, loc,z,101.9,102.1

  • NE 2 LINE 1 C to D NE 10 NE 9 NE 8 Sheet 65 of 338 spoint,,408.0,-45.0,102.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-101.9 enode,1 nselrlocz,-101.9,-102.1 spoint,,408.0,-45.0,-102.0 fsUm nelem /com /com Internal forces at z /com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,408.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,408.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z /com nselrloc,ýý,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,408.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,408.0,-45.0,-918.0 fsUm nelem /com /com Internal forces at Z /com nselrlocz,-1038.1,-977.9 enode,1-102.OLINE 7 -306.OLINE 6 -510.OLINE 5 -714.OLINE 4 -918.OLINE 3 -978.OLINE 2 ENERCON F ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ENERCON F.3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r,loc,z,-977.9,-978.1 spoint,,408.0,-45.0,-978.0 fsum nelem /com /com Internal forces at Z = -1038.0 LINE 1 /com nsel,r,loc,z,-1037.9,-1038.1 spoint,,408.0,-45.0,-1038.0 f sum /com next strip x = 510 to 714 Lines D to E /com /com Select all nodes in pad only /com esel,type,l nelem /com /com select strip Z direction

/com nsel,r,loc,x,509.9,714.1 enode, 1 /com /com Internal forces at Z = 222.0 LINE 10 /com nsel,r,loc,z,221.9,222.1 spoint,,612.0,-45.0,222.0 fsum nelem /com /com Internal forces at Z = 162.0 LINE 9 /com nsel,r,loc,z,-1038.1,162.1 enode,1 nsel,r,loc,z,161.9,162.1 spoint,,612.0,-45.0,162.0 fsum rjelem /com /com Internal forces at Z = 102.0 LINE 8 /com nsel,r,loc,z,-1038.1,102.1 enode,1 nsel,r,loc, z,101.9,102.1 spoint,,612.0,-45.0,102.0 f sum nelem /com /com Internal forces at Z = -102.OLINE 7 /com nsel,r, loc,z,-1038.1,-101.9 enode, 1 nsel,r,loc,z,-101.9,-102.1 spoint,,612.0,-45.0,-102.0 Sheet 66 of 338 Sheet 67 of 338 Appendix FC-1 to Calculation PGE-009-CALC-003 f sum nelem /com /com Internal forces at Z -306.OL / com nselrlocz,-1038.1,-305.9 enode,1 nselrlocz,-305.9,-306.1 spoint,,612.0,-45.0,-306.0 fsUm nelem /com /com Internal forces at Z -510.01, /com nselrlocz,-1038.1,-509.9 enode,1 nselrlocz,-509.9,-510.1 spoint,,612.0,-45.0,-510.0 fsUm nelem /com /com Internal forces at Z -714.OL /com nselrlocz,-1038.1,-713.9 enode,1 nselrlocz,-713.9,-714.1 spoint,,612.0,-45.0,-714.0 fsUm nelem /com /com Internal forces at Z -918.OL /com nselrlocz,-1038.1,-917.9 enode,1 nselrlocz,-917.9,-918.1 spoint,,612.0,-45.0,-918.0 fsUm nelem /com /com Internal forces at Z -978.0 L /com nselrlocz,-1038.1,-977.9 enode,1 nselrlocz,-977.9,-978.1 spoint,,612.0,-45.0,-978.0 fsUm nelem /com /com Internal forces at Z -1038.0 /com nselrlocz,-1037.9,-1038.1 spoint,,612.0,-45.0,-1038.0 fsUm INE 6 INE 5 INE 4 INE 3 INE 2 LINE I ENERCON F, 3SERVICES, INC.

Sheet 68 of 338 F '~ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /COM SECTION THE PAD IN TO 7 EAST-WEST X-DIRECTION STRIPS /coM /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip x direction z = -1038 to -918 Lines 1 to 3 /com nsel,r,loc,z,-1038.1,-917.9 enode, 1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,l nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-978.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-978.0 Sheet 69 of 338 F SSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 f sum nelem / com /com next strip z = -918 to -714 /com /com /com Select all nodes in pad only /com esel,type, 1 nelem /com /com select strip x direction z = /com nsel,r,loc,z,-918.1,-713.9 enode, 1 /com /com Internal forces at x = 714.0 /com nsel,r,locx,713.9,714.1 spoint,,714.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 510.0 /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-816.0 f sum nelem /com /com Internal forces at x = 306.0 /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = 102.0 /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,-816.0 fsum nelem /com /com Internal forces at x = -102. /com nsel,r,loc,x,-102.1,-101.9 Lines 3 to 4 -918 to -714 LINE E LINE D LINE C LINE B 0 LINE A ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 spoint,,-102.0,-45.0,-816.0 fsum nelem /com /com next strip z = -714 to -510 Lines 4 to 5 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -714 to -510 /com nsel,r,loc,z,-714.1,-509.9 enode, 1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r, loc,x,-102.1,510.1 enode,1 nsel,r, locx,509.9,510.1 spoint,,510.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode, 1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-612.0 f sum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r, loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-612.0 fsum nelem /com /com Internal forces at x = -102.OLINE A /com Sheet 70 of 338 ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-612.0 fsum nelem /com /com next strip z = -510 to -306 Lines 5 to 6 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -510 to -306 /com nsel,r,loc,z,-510.1,-305.9 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r, loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r, loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-408.0 fsum nelem /com /com Internal forces at x = -102.OLINE A Sheet 71 of 338 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,-408.0 fsum nelem /com /com next strip z = -306 to -102 Lines 6 to 7 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -306 to -102 /com nsel,r,loc,z,-306.1,-101.9 enode,1 /com /com Internal forces at x -714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,-204.0 f sum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,-204.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode,1 nsel,r,loc,x,101.9,102.1 spoint,,102.0,-45.0,-204.0 fsum nelem /com Sheet 72 of 338 Sheet 73 of 338 F- l 3 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com Internal forces at x = -102.0 LINE A /com nsel,r,locx,-102.1,-101.9 spoint,,-102.0,-45.0,-204.0 fsum nelem /com /com next strip z = -102 to 102 Lines 7 to 8 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = -102 to 102 /com nsel,r,loc,z,-102.1,102.1 enode, 1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r,loc,x,713.9,714.1 spoint,,714.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r,loc,x,-102.1,510.1 enode,1 nsel,r,loc,x,509.9,510.1 spoint,,510.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r,loc,x,-102.1,306.1 enode,1 nsel,r,loc,x,305.9,306.1 spoint,,306.0,-45.0,0.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x, 101.9,102.1 spoint,,102.0,-45.0,0.0 fsum nelem ENERCON F E SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

/com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-101.9 spoint,,-102.0,-45.0,0.0 fsum nelem /com /com next strip z = 102 to 222 Lines 8 to 10 /com /com /com Select all nodes in pad only /com esel,type,1 nelem /com /com select strip x direction z = 102 to 222 /com nsel,r,loc,z,101.9,222.1 enode,1 /com /com Internal forces at x = 714.0 LINE E /com nsel,r, loc,x,713.9,714.1 spoint,,714.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 510.0 LINE D /com nsel,r, loc,x,-102.1,510.1 enode,1 nsel,r, loc,x,509.9,510.1 spoint,,510.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 306.0 LINE C /com nsel,r, loc,x,-102.1,306.1 enode,1 nsel,r, loc,x,305.9,306.1 spoint,,306.0,-45.0,162.0 fsum nelem /com /com Internal forces at x = 102.0 LINE B /com nsel,r,loc,x,-102.1,102.1 enode, 1 nsel,r, loc,x,101.9,102.1 spoint,,102.0,-45.0,162.0 fsum Sheet 74 of 338 Sheet 75 of 338 F 'IENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 nelem /com /com Internal forces at x = -102.0 LINE A /com nsel,r,loc,x,-102.1,-lOI.

9 spoint,,-102.0,-45.0,16 2.0 f sum eall nall fini /output /exit ri ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Below is the ANSYS output file for pad internal forces for the soft rock analyses.Sheet 76 of 338************************

Soft Rock Results ******************************

CURRENT JOBNAME REDEFINED AS dcslabs2 RESUME ANSYS DATA FROM FILE NAME=dcslabs2.db

      • ANSYS GLOBAL STATUS ***TITLE = Pad, Gravity, 20 Casks, Soft Rock ANALYSIS TYPE = STATIC (STEADY-STATE)

NUMBER OF ELEMENT TYPES = 6 15348 ELEMENTS CURRENTLY SELECTED.

MAX 17051 NODES CURRENTLY SELECTED.

MAX 259 KEYPOINTS CURRENTLY SELECTED.

MAX 250 LINES CURRENTLY SELECTED.

MAX 181 AREAS CURRENTLY SELECTED.

MAX 70 VOLUMES CURRENTLY SELECTED.

MAX 11 COMPONENTS CURRENTLY DEFINED MAXIMUM LINEAR PROPERTY NUMBER = MAXIMUM REAL CONSTANT SET NUMBER = ACTIVE COORDINATE SYSTEM MAXIMUM CONSTRAINT EQUATION NUMBER NUMBER OF SPECIFIED CONSTRAINTS

= NUMBER OF NODAL LOADS ELEMENT NUMBER = NODE NUMBER = KEYPOINT NUMBER = LINE NUMBER = AREA NUMBER = VOL. NUMBER = 5 6 0 (CARTESIAN) 4620 2193 1080 INITIAL JOBNAME = dcslabs2 CURRENT JOBNAME = dcslabs2 PRINT HEADER DO NOT PRINT DO NOT PRINT DO NOT PRINT PRINT COLUMN DO NOT PRINT SUBTITLE(S)

LOAD STEP ID NOTE LINE(S) HEADER LABELS REPORT TOTALS***** ANSYS -ENGINEERING ANALYSIS SYSTEM ANSYS/Structural U 00150104 VERSION=INTEL NT i1 Pad, Gravity, 20 Casks, Soft Rock RELEASE 5.7* ** * *5:59:27 JUL 10, 2001 CP=33177 17051 259 396 295 70 2.514 Sheet 77 of 338 F l ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 2.514 TIME= 16:59:27 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE).

15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMAND.

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

LOAD CASE 2 **********************************

USE LOAD STEP 2 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 2 SUBSTEP= 1 CUMULATIVE ITERATION=

17 TIME/FREQUENCY=

2.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips North (Z), 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 = -102 to 102 Lines A to B RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 102.10 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.

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = -211729.4 FY = -479342.0 FZ = 984455.9 MX = -0.4433038E+08 MY = 0.1245954E+08 MZ = 1103249.

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 90 AND 222.10 SCOMMAND.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=

0.00000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATI FX = -281469.7 FY = -532371.0 FZ = 941640.8 MX = -0.1968164E+08 F%3 Sheet 78 of 338 162.10 162.10.ýS *****

r Ii ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 0.1924392E+08 MZ = 2721030.

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 COORDINAT FX = -343892.5 FY = -527383.2 FZ = 971263.2 MX = 4488084.

MY = 0.1714629E+08 MZ = 4060379.

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 7 102.10 102.10 ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -101.90 KABS= 0. TOLERANCE=

0.936200E-05 2375 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 79 of 338 r F 13 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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=

0.00000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -379662.6 FY = -549967.2 FZ = 776479.0 MX = -900394.9 MY = 0.1213063E+08 MZ = 6302848.

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 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 ANE 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 COORDINAM FX = -365775.0 FY = -568400.5 Sheet 80 of 338-101.90 ES *****-305.90 -305.90'ES *****

S ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = 488621.7 MX = 576226.2 MY = 8883580.

MZ = 7418229.

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 COORDINAl FX = -363392.5 FY = -625311.5 FZ = 202110.9 MX = 8951040.

MY = 7404930.

MZ = 0.1004557E+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 4-509.90 -509.90 'ES *****RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.324200E-05 BETWEEN -1038.1 AND -713.90 Sheet 81 of 338 ENERCON F -A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 650 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 = -350028.7 FY = -731078.4 FZ = -97228.87 MX = 0.3333076E+08 MY = 5050724.

MZ = 0.1001106E+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 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:

Sheet 82 of 338-713.90 'ES *****-917.90 -917.90 ES F '3 ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = -205929.7 FY = -176465.3 FZ = -460244.1 MX = 0.1646063E+08 MY = -1406299.

MZ = 841486.8 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 COORDINAI FX = -101231.1 FY = -88101.50 FZ = -528562.5 MX = 0.2419209E+08 MY = -1126459.

MZ = -845763.2 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 I -977.90 ES *****Sheet 83 of 338 Sheet 84 of 338 r n ENERCON r ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 101231.1 FY = 11601.50 FZ = 605827.5 MX = -0.2718318E+08 MY = 7200327.

MZ = 845763.2.

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 2830 3000 Internal RESELECT KABS= 25 NODE FOR 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 FOR ITEM=LOC COMPONENT=Z BETWEEN 221.90 AND 222.10 0. TOLERANCE=

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

MOMENT SUMMATION=

0 Sheet 85 of 338 F lENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MOMENT SUMMATION LOCATION=

204.000 -45.0000 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = -20232.76 FY = -430236.6 FZ = 921036.1 MX = -0.4141676E+08 MY = 210874.5 MZ = -1242178.

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 = -30462.13 FY = -469565.2 FZ = 785822.2 MX = -0.1502333E+08 MY = 630099.6 MZ = -991940.9 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.162.10 162.10 ES *****

F iENERCON J SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = -56720.05 FY = -436497.4 FZ = 778974.1 MX = 8354419.

MY = 1193292.

MZ = -886040.7 SUMMATION POINT= 204.00 -45.000 102.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 2950 NQDES (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 KABS= 25 102.10 102.10 ES *****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 0. TOLERANCE=

0.200000E-08 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 86 of 338 Sheet 87 of 338 F i ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = -118717.9 FY = -440868.5 FZ = 632337.2 MX = 1854746.

MY = 3478415.

MZ = -101472.9 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 COORDINAT FX = -118952.9 FY = -453052.0 FZ = 447515.6 MX = 3581983.

MY = 2872357.

MZ = 300876.3 SUMMATION POINT= 204.00 -45.000 -306.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1800 NODES (OF 17051 DEFINED) SELECTED FROM-305.90 -305.90'ES *****

Sj ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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=

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

FX = -116771.3 FY = -490994.8 FZ = 238015.8 MX = 0.1273772E+08 MY = 2006558.

MZ = 759819.9 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=Sheet 88 of 338-509.90 -509.90 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 ES **w***

F :1j ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 89 of 338 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 COORDINATES

          • FX = -105407.8 FY = -634148.6 FZ = 8119.481 MX = 0.3452167E+08 MY = 1439735.

MZ = 118902.9 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 = -28864.67 FY = -129534.8 FZ = -343547.3 MX = 0.1525769E+08 MY = 938485.6 MZ = -713583.1 SUMMATION POINT= 204.00 -45.000 -918.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.-917.90 -917.90 ES *****

Sa4ENERCON F 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 Z = -978.0 LINE 2 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE 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 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 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAI FX = -4677.616 FY = -64898.52 FZ = -473991.7 MX = 0.2328670E+08 MY = 253799.7 MZ = -508065.3 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 = 4677.616 Sheet 90 of 338-977.90 -977.90 ES *****-1037.9 ES *****

Sheet 91 of 338 r 14 ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FY = -11601.48 FZ = 551256.7 MX = -0.2488561E+08 MY = 26857.31 MZ = 508065.3 SUMMATION POINT= 204.00 -45.000 next strip x = 306 to 510 Lines C to D Select all nodes in pad only-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 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 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=

408.000 -45.0000 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 20232.67 FY = -430236.5 FZ = 921036.0 MX = -0.4141676E+08 MY = -210877.2 MZ = 1242162.510.10 222.10 ES *****

JENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 COORDINATI FX = 30462.08 FY = -469565.2 FZ = 785822.2 MX = -0.1502333E+08 MY = -630101.3 MZ = 991938.9 .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 Sheet 92 of 338 162.10 162.10 S ***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.

Sheet 93 of 338 F I ENERCON SSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2790 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101. 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 = 56720.02 FY = -436497.4 FZ = 778974.2 MX = 8354417.

MY = -1193284.

MZ = 886044.2 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 90 AND 102.10 COMMAND.

102.000 COORDINATES

          • 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 = 118717.8 FY = -440868.4 FZ = 632337.2 MX = 1854747.

MY = -3478415.-101.90 -101.90 ES *****

r ENERCON .1 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MZ = 101472.8 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 = 118952.8 FY = -453051.9 FZ = 447515.6 MX = 3581985.

MY = -2872358.

MZ = -300874.5 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 5-305.90 -305.90 'ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -509.90 KABS= 0. TOLERANCE=

0.528200E-05 1225 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 94 of 338 F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 KABS= 0. TOLERANCE=

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

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -510.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDI FX = 116771.3 FY = -490994.7 FZ = 238015.8 MX = 0.1273772E+08 MY = -2006556.

MZ = -759822.5 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 = 105407.8 FY = -634148.4 FZ = 8119.548 Sheet 95 of 338 AND -509.90 ND. 0 NATES* -713.90 -713.90'ES *****

ENERCON F a SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MX = 0.3452167E+08 MY = -1439726.

MZ = -118924.9 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 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=

408.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = 28864.65 FY = -129534.7 FZ = -343547.4 MX = 0.1525769E+08 MY = -938485.9 MZ = 713576.2 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 KABS= 0. TOLERANCE=

0.602000E-06 Sheet 96 of 338-917.90 -917.90 ES *****BETWEEN -1038.1 AND -977.90 F '4ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 4677.559 FY = -64898.49 FZ = -473991.7 MX = 0.2328670E+08 MY = -253796.4 MZ = 508060.1 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 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 = -4677.559 FY = -11601.51 FZ = 551256.7 MX = -0.2488561E+08 MY = -26857.16 MZ = -508060.1 SUMMATION POINT= 408.00 -45.000 next strip x = 510 to 714 Lines D to E BETWEEN -1038.1 AND -1037.9 SELECTED BY NSEL COMMAND.

-45.0000 -1038.00 MOMENTS IN GLOBAL COORDINATES

          • -1038.0 Select all nodes in pad only Sheet 97 of 338-977.90 ES *****

ENERCON 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 Z direction RESELECT KABS= 3000 SELECT 2830 3000 Internal 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 221.90 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 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT)

FX = 211729.3 FY = -479342.0 FZ = 984455.9 MX = -0.4433038E+08 MY = -0.1245954E+08 MZ = -1103253.

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 9 222.10 EI Sheet 98 of 338 ES *****

F- ENERCON rSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 ANE 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 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 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAM FX = 281469.6 FY = -532371.0 FZ = 941640.8 MX = -0.1968164E+08 MY = -0.1924391E+08 MZ = -2721031.

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 fQrces 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 Sheet 99 of 338 162.10 162.10 ES *****102.10 102.10 ENERCON F 1 A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 100 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 343892.4 FY = -527383.1 FZ = 971263.2 MX = 4488084.

MY = -0.1714629E+08 MZ = -4060379.

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 = 379662.5 FY = -549967.2 FZ = 776479.0 MX = -900394.6 MY = -0.1213063E+08 MZ = -6302846.

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 6-101.90 -101.90 ES *****

F ENERCON 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=

0.732200E-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 = 365774.9 FY = -568400.4 FZ = 488621.7 MX = 576226.6 MY = -8883577.

MZ = -7418229.

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 KABS= 1225 SELECT 1140 1225 RESELECT KABS= 25 Sheet 101 of 338-305.90 -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.

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

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

SENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 102 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

612,000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 363392.4 FY = -625311.5 FZ = 202110.8 MX = 8951040.

MY = -7404928.

MZ = -0.1004557E+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 = 350028.7 FY = -731078.4 FZ = -97228.96 MX = 0.3333076E+08 MY = -5050722.

MZ = -0.1001106E+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.-713.90 -713.90 ES *****

ENERCON Fi 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=

612.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 205929.7 FY = -176465.3 FZ = -460244.2 MX = 0.1646063E+08 MY = 1406301.

MZ = -841487.7 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 KABS= 50 SELECT 20 50 RESELECT KABS=Sheet 103 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 F- 3 ENERCON F 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=

612.000 -45.0000 -978.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES FX = 101231.1 FY = -88101.50 FZ = -528562.5 MX = 0.2419209E+08 MY = 1126462.

MZ = 845761.5 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 = -101231.1 FY = 11601.50 FZ = 605827.5 MX = -0.2718318E+08 MY = -7200326.

MZ = -845761.5 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.Sheet 104 of 338.9*

Sheet 105 of 338 F 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 = -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 = 69140.97 FY = -55217.86 FZ = 268029.5 MX = -0.1022428E+08 MY = 4556064.

MZ = 1778811.

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 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.RESELECT KABS= 195 SELECT ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 120 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 195 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 509. KABS= 0. TOLERANCE=

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

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAl FX = 270127.5 FY = -31070.66 FZ = 36234.34 MX = -1247368.

MY = -1772166.

MZ = -3922969.

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 90 COMMAND.

-978.000 COORDINATES

  • 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 COORDINATI FX = 311039.5 FY = -4693.022 FZ = 16406.56 MX = -225057.1 MY = -2020915.Sheet 106 of 338 AND 510.10 306.10 306.10 ES *****

S ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MZ = -5851179.

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 COORDINATI FX = 243769.3 FY = 22875.45 FZ = -10284.46 MX = 1184955.

MY = -3157534.

MZ = -4296744.

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 Sheet 107 of 338 102.10 102.10 ES *****RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND -101.90 KABS= 0. TOLERANCE=

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

SENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 108 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

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

  • FX = -69140.99 FY = -55217.87 FZ = 268029.5 MX = -0.1022428E+08 MY = -4556066.

MZ = -1778811.

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 RESELECT KABS= 2310 SELECT 2200 2310 Internal FOR ITEM=LOC COMPONENT=Z BETWEEN -918.10 AND -713.90 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.714.10 ENERCON F

  • SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 109 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

714.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 59429.43 FY = -104528.2 FZ = 499652.5 MX = 4332700.

MY = 0.1417184E+08 MZ = 1889824.

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 = 211323.7 FY = -81249.68 FZ = 222999.3 MX = 8202403.

MY = 2383848.

MZ = -8350719.

SUMMATION POINT= 510.00 -45.000 -816.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 1740 NODES (OF 17051 DEFINED) SELECTED FROM 510.10 510.10 ES *****

SENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 280348.6 FY = -55875.08 FZ = 51830.22 MX = 8314007.

MY = -3001185.

MZ = -0.1073972E+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=Sheet 110 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 ES *****

Sheet 111 of 338 F 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=

102.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 185684.5 FY = -28073.29 FZ = -129646.9 MX = 7906007.

MY = -5635848.

MZ = -7574883.

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 COORDINAM FX = -59429.46 FY = -104528.2 FZ = 499652.5 MX = 4332699.

MY = -0.1417184E+08 MZ = -1889825.

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 5-101.90 FES *****Select all nodes in pad only Sheet 112 of 338 F 13 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 = -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 = 119873.5 FY = -176353.0 FZ = 556497.3 MX = 3751285.

MY = 0.1604901E+08 MZ = 5555787.

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-05 714.10 ES *****510.10 F 'JENERCON SSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 182823.8 FY = -37719.88 FZ = 274125.2 MX = 8231504.

MY = 6830397.

MZ = -7976190.

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 COORDINAT:

Sheet 113 of 338 510.10 306.10 306.10 ES *****ES *****

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = 208770.2 FY = -15419.61 FZ = 42746.69 MX = 6985590.

MY = 610429.7 MZ = -8936599.

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 = 182341.9 FY = 12083.55 FZ = -178738.2 MX = 5311610.

MY = -4717460.

MZ = -7876086.

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 Sheet 114 of 338 102.10 102.10 ES **

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

0.200000E-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 = -119873.5 FY = -176353.1 FZ = 556497.5 MX = 3751283.

MY = -0.1604902E+08 MZ = -5555787..

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 115 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 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 Sheet 116 of 338 F A ENERCON , SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713 KABS= 0. TOLERANCE=

0.200000E-08 30 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 GLOBAl FX = 130020.7 FY = -185489.4 FZ = 564896.6 MX = 537427.0 MY = 0.1566838E+08 MZ = 5975053.

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

  • 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 COORDINATI FX = 194516.6 FY = -41193.90 FZ = 274876.3 MX = 7204717.

MY = 7319704.

MZ = -7447854.510.10 510.10*****

F ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 215521.9 FY = -18372.35 FZ = 39862.06 MX = 6575719.

MY = 1436417.

MZ = -8006198.

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 Sheet 117 of 338 306.10 306.10 ES *****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.

Fl ý3 ENERCON F. SERVICES, INC. Appendix FC-1 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 NSEI NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

102.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 191851.1 FY = 11885.00 FZ = -182969.0 MX = 601i585.

MY = -4503322.

MZ = -7733355.

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 90 COMMAND.

-408.000 COORDINATES

  • 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 = -130020.8 FY = -185489.5 FZ = 564896.8 MX = 537424.5 MY = -0.1566839E+08 MZ = -5975054.

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 Sheet 118 of 338 AND 102.10-101.90 ES *****

Sheet 119 of 338 F 'il ENERCON 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 = -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. 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 = 123553.4 FY = -177455.7 FZ = 568644.9 MX = -14037.81 MY = 0.1558527E+08 MZ = 5562018.

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.90 AND 714.10 COMMAND.-204.000 COORDINATES

ENERCON F 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 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 COORDINATI FX = 194122.8 FY = -42445.09 FZ = 279128.5 MX = 6456503..

MY = 6900011.

MZ = -7318432.

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 RESELE KABS 11 SELECT 1i RESELE KABS£CT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND = 0. TOLERANCE=

0.408200E-05

.70 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. .00 ELEMENTS (OF 15348 DEFINED) SELECTED FROM .70 SELECTED NODES BY ENOD COMMAND.

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

0.200000E-08 30 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.Sheet 120 of 338 510.10 510.10 306.10 306.10 ES***

Sheet 121 of 338 F1 'j ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

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

          • FX = 208684.1 FY = -22027.97 FZ = 38180.01 MX = 6591366.

MY = 378288.1 MZ = -7748704.

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 COORDINAT FX = 191503.9 FY = 5855.484 FZ = -193396.4 MX = 6723531.

MY = -5074847.

MZ = -7564913.

SUMMATION POINT= 102.00 -45.000 -204.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 600 NODES (OF 17051 DEFINED) SELECTED FROM 102.10 102.10 ES *****

r ENERCON r.- SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 550 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 = -123553.4 FY = -177455.8 FZ = 568645.1 MX = -14041.13 MY = -0.1558528E+08 MZ = -5562019.

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 Sheet 122 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 102 RESELECT KABS= 2310 SELECT 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.102.10 r 4ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 115783.1 FY = -187167.8 FZ = 582122.5 MX = 345891.0 MY = 0.1605343E+08 MZ = 5165282.

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 COORDINATI FX = 85375.39 FY = -49296.18 Sheet 123 of 338 714.10 ES *****510.10 510.10*S **

  • IENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = 221055.7 MX = 6670852.

MY = 1374585.

MZ = -7170075.

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 = 46751.60 FY = -32660.54 FZ = 38804.47 MX = 7873945.

MY = -4463962.

MZ = -7143824.

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 KABS= 0. TOLERANCE=

0.204200E-05 Sheet 124 of 338 306.10 306.10 ES *****BETWEEN -102.10 AND 102.10 F~l 'jENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 600 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 COORDINATE FX = 119436.5 FY = -4867.651 FZ = -164951.0 MX = 8970186.

MY = -7251060.

MZ = -7416332.

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 = -115783.1 FY = -187167.8 FZ = 582122.6 MX = 345887.5 MY = -0.1605344E+08 MZ = -5165281.

SUMMATION POINT= -102.00 -45.000 0.0000 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.Sheet 125 of 338 102.10 I -101.90'ES *****"ES *****

F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 126 of 338-V 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 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 222.10 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=

714.000 ***** SUMMATION OF TOTAL FORCES AND FX = 29303.89 FY = -85803.19 FZ = 411145.6 MX = -0.1194119E+08 MY = 8357897.

MZ = 3192955.

SUMMATION POINT= 714.00 -45.000 BETWEEN 713.90 SELECTED BY AND 714.10 NSEL COMMAND.-45.0000 162.000 MOMENTS IN GLOBAL COORDINATES

          • 162.00 Sheet 127 of 338 F UNENERCON F 3 SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 SELECT 255 160 Internal ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. NODES (OF 17051 DEFINED) SELECTED FROM SELECTED ELEMENTS BY NELE COMMAND.

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 = -157782.6 FY = -28401.39 FZ = 46254.93 MX = -1231352.

MY = -1284566.

MZ = -1449223.

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.510.10 510.10 ES *****306.10 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 COORDINATJ FX = -175859.2 FY = -28972.90 FZ = 15634.87 MX = -178140.4 MY = -1573046.

MZ = -1135164.

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 COORDINATE FX = -138211.6 FY = -21958.75 FZ = -27652.90 MX = 1243839.

MY = -3560021.

MZ = -1359089.Sheet 128 of 338 306.10 102.10 102.10 ES *w****S *****

F 'I ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 -101.S 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 = -29303.93 FY = -85803.22 FZ = 411145.8 MX = -0.1194119E+08 MY = -8357903.

MZ = -3192957.

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 3

  • USE LOAD STEP 3 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 3 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

3.0000 TITLE= Pad, HE(1), 20 Casks, 515 Kips N 32.93 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.Sheet 129 of 338 26 90 Fa Jl ENERCON A 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 Z direction x = -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 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 = 146484.7 FY = -389253.7 FZ = 801208.6 MX = -0.3445448E+08 MY = 565810.2 MZ = 1933481.

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 90 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 Sheet 130 of 338 102.10 AND 222.10 RESELECT KABS= 2975 SELECT 2810 F 'i ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = -9686.156 FY = -433935.8 FZ = 836008.7 MX = -0.1414260E+08 MY = 0.1170901E+08 MZ = -3975119.

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 COORDINAT FX = -58796.21 FY = -410580.2 FZ = 932446.6 MX = 5679663.

MY = 0.1325193E+08 MZ = -7877929.Sheet 131 of 338 162.10 ES *****102.10 102.10 ES *****

r ENERCON r ý SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 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=

0.00000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT)

FX = -171021.7 FY = -460868.5 FZ = 934240.2 MX = 1656574.

MY = 0.1109624E+08 MZ = -1594734.

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 Sheet 132 of 338-101.90 -101.90 ES *****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.

Sheet 133 of 338 F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = -223044.8 FY = -498596.8.

FZ = 782024.8 MX = 5782106.

MY = 0.1013383E+08 MZ = -234480.4 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 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 = -269009.2 FY = -545048.1 FZ = 555055.5 MX = 0.1832699E+08

-305.90'ES *****-509.90 -509.90 ES *****

I ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 0.1051638E+08 MZ = -4467935.

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 = -298289.7 FY = -456382.6 FZ = 224496.0 MX = 0.3362393E+08 MY = 9290734.

MZ = -9935926.

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 Sheet 134 of 338-713.90 -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.

Sheet 135 of 338 r ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 KABS= 0. TOLERANCE=

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

0 MOMENT SUMMATION LOCATION=

0.00000 -45.0000 -918.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDI: FX = -295362.1 FY = -151185.8 FZ = -300716.9 MX = 0.1223547E+08 MY = 5748913.

MZ = -1441579.

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 ANE 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 COORDINAI FX = -267532.4 FY = -71334.59 AND -917.90 NqD. 0 NATES-977.90 -977.90 FES *****

Sheet 136 of 338 F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = -417731.2 MX = 0.2016489E+08 MY = 6052521.

MZ = -7884130.

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 SUNMATION=

0 MOMENT SUMMATION LOCATION=

0.00000 ***** SUMMATION OF TOTAL FORCES AND FX = 309511.8 FY = -5165.405 FZ = 482564.9 MX = -0.2214997E+08 MY = 0.1125880E+08 MZ = 7884130.

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

0.204200E-05 3000 NODES (OF 17051 DEFINED) SELECTED BY 101.90 AND 306.10 NSEL COMMAND.

Sheet 137 of 338 l 3 ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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. KABS= 0. TOLERANCE=

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

0 MOMENT SUMMATION LOCATION=

204.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 336715.2 FY = -388772.1 FZ = 783126.0 MX = -0.3527653E+08 MY = -0.1009119E+08 MZ = 2853803.

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 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.

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 162.000 162.10 162.10 ENERCON F. A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 138 of 338***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

      • FX = 306452.6 FY = -413801.9 FZ = 677379.3 MX = -0.1224082E+08 MY = -8982890.

MZ = -3761285.

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 ANE 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 = 315481.2 FY = -380099.9 FZ = 680828.8 MX = 7885156.

MY = -6107941.

MZ = -6298989.

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 7 102.10 I 102.10 ES *****

F j 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=

0.936200E-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 = 142322.9 FY = -381138.4 FZ = 623930.9 MX = 2821450.

MY = 130132.1 MZ = -3751442.

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 KABS= 1800 SELECT 1690 1800 RESELECT KABS= 25 NODE FOR Sheet 139 of 338-101.90 -101.90 'ES *****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.

FOR ITEM=LOC COMPONENT=Z BETWEEN -306.10 AND -305.90 0. TOLERANCE=

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

MOMENT SUMMATION=

0 r ENERCON F : 1 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 140 of 338 MOMENT SUMMATION LOCATION=

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

  • FX = 19590.49 FY = -394765.5 FZ = 507278.6 MX = 4869688.

MY = 3404311.

MZ = -3438119.

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 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 = -91744.76 FY = -430137.6 FZ = 333949.1 MX = 0.1358991E+08 MY = 5222370.

MZ = -5417101.

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.* -509.90 -509.90 ES *****

F 'gi ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = -207203.2 FY = -513914.0 FZ = 96580.20 MX = 0.3084722E+08 MY = 6398978.

MZ = -0.1232419E+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 KABS= 75 SELECT 40 75 RESELECT KABS= 25-713.90 -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. 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.Sheet 141 of 338 ENERCON F.3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 142 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

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

  • FX = -251625.8 FY = -106893.2 FZ = -265320.2 MX = 0.1281576E+08 MY = 8717293.

MZ = -6273991.

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 = -254757.5 FY = -55885.87 FZ = -388469.7 MX = 0.1949859E+08 MY = 8721578.

MZ = -8739256.

SUMMATION POINT= 204.00 -45.000 -978.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET. 50 NODES (OF 17051 DEFINED) SELECTED FROM-977.90 -977.90 ES *****

F I ENERCON .SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 20 SELECTED ELEMENTS BY NELE COMMAND.

Internal forces at Z = -1038.0 LINE 1 Sheet 143 of 338 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=

204.000 ***** SUMMATION OF TOTAL FORCES AND FX = 296736.9 FY = -20614.13 FZ = 453303.5 MX = -0.2055674E+08 MY = 7823254.

MZ = 8739256.

SUMMATION POINT= 204.00 -45.000 next strip x = 306 to 510 Lines C to D 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 2830 3000 Internal RESELECT 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 FOR ITEM=LOC COMPONENT=Z BETWEEN 221.90 AND 222.10 EERCON F 3SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 144 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 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 371737.1 FY = -383147.6 FZ = 798372.8 MX = -0.3593580E+08 MY = -0.1039466E+08 MZ = 5348149.

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 = 356125.9 FY = -412224.7 FZ = 678284.3 MX = -0.1273596E+08 MY = -9933742.

MZ = -1613902.

SUMMATION POINT= 408.00 -45.000 162.00 162.10 162.10 ES *****

S ENERCON 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=

408.000 -45.0000 102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 407781.3 FY = -379675.4 FZ = 662655.0 MX = 7661142.

MY = -7997679.

MZ = -4341350.

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 Sheet 145 of 338 102.10 102.10 ES *****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.

F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 338164.8 FY = -372960.9 FZ = 494678.7 MX = 2541931.

MY = -5590529.

MZ = -3259844.

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 10 Sheet 146 of 338 AND -101.90 COMMAND.

-102.000 COORDINATES

  • 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 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 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 215959.9 FY = -382051.1 FZ = 302985.4 MX = 3437506.

MY = -1337189.

MZ = -3335926.) -305.90 -305.90'ES *****

Sheet 147 of 338 F ý SERVICON, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 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 = 100577.4 FY = -403350.0 FZ = 123731.7 MX = 9497611.

MY = 1876750.

MZ = -4456205.

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-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-1 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 NSEL NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = -40415.52 FY = -454507.9 FZ = -52111.90 MX = 0.2408057E+08 MY = 4175362.

MZ = -7196254.

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 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 = -213608.8 FY = -127648.9 FZ = -294963.9 MX = 0.1217908E+08 MY = 7557442.-917.90 -917.90 ES *****Sheet 148 of 338 AND -713.90 l~l14ENERCON F JSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MZ = -5070693.

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 = -271785.1 FY = -63675.73 FZ = -405837.6 MX = 0.1976141E+08 MY = 9104478.

MZ = -8525828.

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 Sheet 149 of 338-977.90 -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.

ENERCON F 13 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 150 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

408.000 -45.0000 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 313764.5 FY = -12824.27 FZ = 470671.4 MX = -0.2128695E+08 MY = 8462011.

MZ = 8525828.

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 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 222.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 506173.6 FY = -442899.6 714.10 222.10'ES *****

F l ENERCON S SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = 873057.3 MX = -0.4084261E+08 MY = -0.2002707E+08 MZ = 2371227.

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 = 460334.1 FY = -486561.1 FZ = 769404.9 MX = -0.1873479E+08 MY = -0.2017615E+08 MZ = -6350982.

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 151 of 338 162.10 162.10 RESELECT FOR ITEM=LOC COMPONENT=Z KABS= 0. TOLERANCE=

0.114020E-04 BETWEEN -1038.1 AND 102.10.S *****

ENERCON F :3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 COORDINAT:

FX = 516200.2 FY = -507225.0 FZ = 723970.7 MX = 3114136.

MY = -0.1544344E+08 MZ = -0.1286060E+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]

Sheet 152 of 338 102.10 ES ****-101.90 -101.90 ES *w****

Sheet 153 of 338 r ENERCON r 1 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = 462271.4 FY = -488408.0 FZ = 420014.8 MX = -914486.1 MY = -9421844.

MZ = -0.1051894E+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 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 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 -306.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 385763.5 FY = -493842.2 FZ = 91508.51 MX = -855625.4 MY = -4974985.

MZ = -0.1045618E+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 5-305.90 -305.90 'ES *****

S ENERCON F A 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=

612.000 -45.0000 -510.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 324882.5 FY = -517184.4 FZ = -170261.4 MX = 3131378.

MY = -2082084.

MZ = -0.1224195E+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 154 of 338-509.90 -509.90 ES *****RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND -713.90 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 -713.90 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 -714.000 Sheet 155 of 338 a SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

          • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
          • FX = 254734.3 FY = -549744.9 FZ = -387865.4 MX = 0.1492362E+08 MY = 1779087.

MZ = -0.1673051E+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 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=

612.000 -45.0000 -918.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINA2 FX = 52150.81 FY = -226272.1 FZ = -491737.0 MX = 0.1026306E+08 MY = 9440697.

MZ = -9112889.

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 2-917.90 -917.90 ES *****

F 1 ENERCON 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=

0.602000E-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 = -143502.6 FY = -115103.8 FZ = -487285.2 MX = 0.1953475E+08 MY = 0.1013332E+08 MZ = -0.1041012E+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 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 = 185481.9 FY = 38603.80 FZ = 552118.9 MX = -0.2414598E+08 MY = -263783.1 MZ = 0.1041012E+08 Sheet 156 of 338-977.90 -977.90 ES *****-1037.9 ES *****

Sheet 157 of 338 rNIJENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 AND 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 BETWEEN 713.90 AND 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=

714.000 ***** SUMMATION OF TOTAL FORCES AND FX = 283498.3 FY = -79106.12 FZ = 157056.4 MX = -5561424.

MY = 1822814.

MZ = 0.1113240E+08 SUMMATION POINT= 714.00 -45.000-917.90 714.10 SELECTED BY NSEL COMMAND.

-45.0000 -978.000 MOMENTS IN GLOBAL COORDINATES

          • -978.00 RESELECT KABS= 255 SELECT 160 255 Internal E

F J SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 COORDINAT]

FX = 386060.7 FY = -97049.43 FZ = -130259.6 MX = 2729561.

MY = -6525206.

MZ = -1256206.

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 510.10 510.10 ES *****RESEL KAB SELEC.ECT FOR ITEM=LOC COMPONENT=X BETWEEN -102.10 AND 9S= 0. TOLERANCE=

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

IT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 80 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 135 SELECTED NODES BY ENOD COMMAND.I 306.10 Sheet 158 of 338 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 305. KABS= 0. TOLERANCE=

0.200000E-08 15 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 = 321048.8 FY = -66041.72 FZ = -145508.2 MX = 3909983.

MY = -5859400.

MZ = -9826424.

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 90 COMMAND.-978.000 COORDINATES

          • 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 = 153171.9 FY = -6304.964 FZ = -135276.9 MX = 4100864.

MY = -5012597.

MZ = -0.1257419E+08 Sheet 159 of 338 AND 306.10 102.10 102.10 ES *****

r J F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 COORDINATES FX = 105479.2 FY = -56731.22 FZ = 293295.7 MX = -0.1019693E+08 MY = -5821603.

MZ = 5947292.

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

0.204200E-05 Sheet 160 of 338-101.90 713.90 ENERCON F. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 161 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 = 452128.9 FY = -380040.8 FZ = 381430.6 MX = 0.1072260E+08 MY = 0.1348786E+08 MZ = 0.2028001E+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 90 AND 714.10 COMMAND.-816.000 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 NODES (OF 17051 DEFINED) SELECTED BY NSEL COMMAND.

MOMENT SUMMATION=

0 RESELECT KABS = 1740 SELECT 1650 1740 RESELECT KABS= 30 NODE FOR ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 162 of 338 MOMENT SUMMATION LOCATION=

510.000 -45.0000 -816.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 347453.5 FY = -378376.7 FZ = -4841.778 MX = 0.1221557E+08 MY = -3273013.

MZ = -2437693.

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 = 334474.2 FY = -378145.4 FZ = -180851.3 MX = 0.1540786E+08 MY = -8457442.

MZ = -0.1641178E+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.306.10 306.10 ES *****

F l ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 174950.9 FY = -277562.2 FZ = -251301.2 MX = 0.1602725E+08 MY = -8290139.

MZ = -0.2465146E+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 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 = 210987.7 FY = -11001.00 FZ = 454302.4 MX = -1480995.

MY = -0.1121107E+08 Sheet 163 of 338 102.10 102.10 ES *****-101.90 ES *****

Fl Ii ENERCON A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MZ = 9325835.

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 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 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN C FX = 529907.1 FY = -448503.7 FZ = 443383.0 MX = 3064678.713.90 AND 714.10 NSEL COMMAND.-612.000 3LOBAL COORDINATES

  • Sheet 164 of 338 E l ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 0.1294718E+08 MZ = 0.2394001E+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 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 COORDINAT2 FX = 305480.5 FY = -328155.2 FZ = 166550.6 MX = 8040222.

MY = 4424925.

MZ = -1664003.

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.Sheet 165 of 338 510.10 510.10 ES ***** 306.10 Sheet 166 of 338 F I ENERCON F SERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 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 KABS= 0. TOLERANCE=

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

0 MOMENT SUMMATION LOCATION=

306.000 -45.0000 -612.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDI FX = 255648.6 FY = -310131.8 FZ = -47394.13 MX = 9093475.

MY = -1822343.

MZ = -0.1172226E+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 AND 306.10 ND. 0 NATES 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 COORDINATI FX = 134715.0 FY = -323231.5 102.10 102.10-S **

F ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FZ = -190606.2 MX = 0.1223395E+08 MY = -5826269.

MZ = -0.2264176E+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 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 = 238002.7 FY = -23791.39 FZ = 461282.2 MX = -4043803.

MY = -0.1179650E+08 MZ = 0.1090701E+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 167 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.

ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 538507.7 FY = -443223.3 FZ = 482914.5 MX = 639590.9 MY = 0.1330019E+08 MZ = 0.2418116E+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 KABS= 1740 SELECT 1650 1740 RESELECT 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 SELECTED NODES BY ENOD COMMAND.

FOR ITEM=LOC COMPONENT=X BETWEEN 509 90 AND 714.10 ES *****510.10 510.10 EF1 Sheet 168 of 338 Sheet 169 of 338 F 'IENERCON 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=

510.000 -45.0000 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = 317380.2 FY = -312784.1 FZ = 267988.1 MX = 6120709.

MY = 6988453.

MZ = -1234268.

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 = 250783.2 FY = -284838.5 FZ = 79473.34 MX = 6355963.

MY = 2188395.

MZ = -9174402.

SUMMATION POINT= 306.00 -45.000 -408.00 306.10 S306.10'ES *****

C I3ENERCON F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 -408.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT]

FX = 119990.1 FY = -270044.8 FZ = -115159.7 MX = 7672835.

MY = -3135607.

MZ = -0.1814947E+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 COORDINAT 102.10 102.10-101.90 ES *****Sheet 170 of 338 ES **w***

Sheet 171 of 338 ru ENERCON F' A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 FX = 252639.5 FY = -456.1749 FZ = 453540.3 MX = -2046541.

MY = -0.1234933E+08 MZ = 0.1146521E+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 CbMPLETELY 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 714.10 NSEL COMMAND.-204.000 Sheet 172 of 338 SN.AENERCON F ASERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003

          • SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES
  • FX = 518752.3 FY = -432162.2 FZ = 523427.1 MX = -83888.43 MY = 0.1392625E+08 MZ = 0.2317094E+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 COORDINATI FX = 307253.5 FY = -305278.5 FZ = 373446.7 MX = 5605566.

MY = 8998457.

MZ = -1270735.

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 510.10 510.10*****

Sheet 173 of 338-_ 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 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAI FX = 236868.8 FY = -275897.6 FZ = 204412.8 MX = 6035310.

MY = 4613168.

MZ = -8288187.

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 KABS= 600 SELECT 550 600 RESELECT KABS= 30 NODE FOR 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 0. TOLERANCE=

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

MOMENT SUMMATION=

0 306.10 306.10 £ES *****102.10 102.10 SERCON F -A SRIEINC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 174 of 338 MOMENT SUMMATION LOCATION=

102.000 -45.0000 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 115016.2 FY = -256132.1 FZ = -41798.19 MX = 7056862.

MY = -1091110.

MZ = -0.1620729E+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 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 -204.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAl FX = 248129.4 FY = 11657.12 FZ = 428014.0 MX = -1167064.

MY = -0.1195242E+08 MZ = 0.1102005E+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 8-101.90 FES *****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 175 of 338 rl I ENERCON r. SERVICES, 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 = -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 102.10 RESELECT FOR ITEM=LOC COMPONENT=X BETWEEN 713. KABS= 0. TOLERANCE=

0.200000E-08 30 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 GLOBAL FX = 478956.7 FY = -426548.6 FZ = 576879.8 MX = 313458.1 MY = 0.1504692E+08 MZ = 0.2129560E+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 90 AND 714.10 COMMAND.0.00000 COORDINATES

  • 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.RESELECT KABS= 1740 SELECT 510.10 Sheet 176 of 338 F~ ENERCON F ASERVICES, 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 NSEJ NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

510.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAl FX = 221312.8 FY = -301199.4 FZ = 445140.1 MX = 6170670.

MY = 8400103.

MZ = -1470806.

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 COORDINATI FX = 89813.17 FY = -273998.7 FZ = 335316.7 MX = 7299710.306.10 306.10*****

F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 3641227.

MZ = -7253060.

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 COORDINAT]

FX = 40040.47 FY = -252228.2 FZ = 84723.32 MX = 9513404.

MY = -1256247.

MZ = -0.1429771E+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 102.10 102.10 ES *****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 177 of 338 ENERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 178 of 338 NODE FOR MOMENT SUMMATION=

0 MOMENT SUMMATION LOCATION=

-102.000 -45.0000 0.00000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

  • FX = 234106.7 FY = 11914.71 FZ = 400694.7 MX = -1795782.

MY = -0.1148434E+08 MZ = 0.1029757E+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 KABS= 0. TOLERANCE=

0.200000E-08 BETWEEN 713.90 AND 714.1I0 Sheet 179 of 338 F I ENERCON F, TSERVICES, INC. Appendix FC-l to Calculation PGE-009-CALC-003 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 = 283952.0 FY = -184952.9 FZ = 477778.5 MX = -9865556.

MY = 0.1114858E+08 MZ = 0.1485651E+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 COORDINATI FX = 10178.32 FY = -119097.3 FZ = 224102.5 MX = 647701.2 MY = 4517659.

MZ = 2597690.

SUMMATION POINT= 510.00 -45.000 162.00 SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.510.10 510.10 ES *****

ENERCON FSERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 195 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 COORDINAT]

FX = -141235:7 FY = -115063.1 FZ = 204973.3 MX = 1545249.

MY = 3466001.

MZ = 150096.7 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 KABS= 75 SELECT 40 75 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 Sheet 180 of 338 306.10 306.10 ES *****102.10 102.10 Sheet 181 of 338 F 'J ENERCON F 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=

102.000 -45.0000 162.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINATES

          • FX = -246062.2 FY = -116171.0 FZ = 148162.3 MX = 3842429.

MY = 144069.6 MZ = -3002323.

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 = 219736.8 FY = 24899.70 FZ = 214611.9 MX = -0.1117283E+08 MY = -2788303.

MZ = 8945723.

SUMMATION POINT= -102.00 -45.000 162.00 15348 ELEMENTS (OF 15348 DEFINED) SELECTED BY EALL COMMA 17051 NODES (OF 17051 DEFINED) SELECTED BY NALL COMMAND.-101.90 ES *****ND.********~**~*************

LOAD CASE 4 **********************************

ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 Sheet 182 of 338 USE LOAD STEP 4 SUBSTEP 0 FOR LOAD CASE 0 SET COMMAND GOT LOAD STEP= 4 SUBSTEP= 1 CUMULATIVE ITERATION=

TIME/FREQUENCY=

4.0000 TITLE= Pad, HE(l), 20 Casks, 515 Kips N 45 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 = -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 BETWEEN 221.90 AND 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 = 271996.1 FY = -325352.1 FZ = 664003.7 MX = -0.2764657E+08 MY = -4219168.

MZ = 523788.3 SUMMATION POINT= 0.0000 -45.000 30 102.10 222.10 SELECTED BY NSEL COMMAND.

-45.0000 222.000 MOMENTS IN GLOBAL COORDINATES

  • 222.00 RESELECT KABS= 3000 SELECT 2830 3000 Internal ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 ANE 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 ANE 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 COORDINAM FX = 102685.6 FY = -362194.3 FZ = 727817.8 MX = -0.1044589E+08 MY = 7487448.

MZ = -9249806.

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 KABS= 2950 SELECT 2790 Sheet 183 of 338 162.10 S1 6 2 .1 0 'ES *****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 r A ENERCON r. SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 2950 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN 101. 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 = 65696.72 FY = -343321.5 FZ = 840754.3 MX = 6379130.

MY = 0.1036497E+08 MZ = -0.1470426E+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 90 Sheet 184 of 338 AND 102.10 COMMAND.

102.000 COORDINATES

  • 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=

0.00000 -45.0000 -102.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = -68081.30 FY = -399884.5 FZ = 922218.0 MX = 3262280.

MY = 9956829.

MZ = -6918985.* -101.90 -101.90 ES *****

F ENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 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 ANt 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 COORDINA' FX = -145268.3 FY = -438641.3 FZ = 831122.4 MX = 7631121.

MY = 0.1025612E+08 MZ = -5242118.

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 KABS= 1225 SELECT Sheet 185 of 338-305.90 -305.90 FES *****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.

EERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 1140 ELEMENTS (OF 15348 DEFINED) SELECTED FROM 1225 SELECTED NODES BY ENOD COMMAND.

RESELECT FOR ITEM=LOC COMPONENT=Z BETWEEN -510 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 = -213743.7 FY = -465772.4 FZ = 638180.4 MX = 0.1835066E+08 MY = 0.1125116E+08 MZ = -9212283.

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 4.10 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=

0.00000 -45.0000 -714.000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT:

FX = -277047.9 FY = -373012.0 FZ = 307826.1 MX = 0.2800738E+08

-713.90 -713.90 ES *****Sheet 186 of 338 AND -509.90 ENERCON F SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 MY = 0.1030657E+08 MZ = -0.1106170E+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 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 ANE 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 = -315394.8 FY = -137725.0 FZ = -224138.9 MX = 0.1033976E+08 MY = 7939878.

MZ = -186997.3 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 Sheet 187 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.

EERCON F A SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = -311007.4 FY = -61873.98 FZ = -351226.2 MX = 0.1760352E+08 MY = 8115501.

MZ = -8954008.

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 BETWEEN -1038.1 ANr 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 -1038.00 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL COORDINAT FX = 365609.3 FY = -14626.02 FZ = 405828.1 MX = -0.1902096E+08 MY = 0.1218300E+08 MZ = 8954008.

SUMMATION POINT= 0.0000 -45.000 -1038.0 next strip x = 102 to 306 Lines B to C Select all nodes in pad only Sheet 188 of 338-977.90 ES *****-1037.9'ES *****

Sheet 189 of 338 lENERCON 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 Z direction RESELECT KABS= 3000 SELECT 2830 3000 Internal 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. 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=

204.000 -45.0000 ***** SUMMATION OF TOTAL FORCES AND MOMENTS IN GLOBAL FX = 451442.1 FY = -357842.4 FZ = 674342.5 MX = -0.3049559E+08 MY = -0.1342376E+08 MZ = 3876025.

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 90 AND 222.10 COMMAND.222.000 COORDINATES

          • FOR ITEM=LOC COMPONENT=Z BETWEEN -1038.1 RESELECT AND 162.10 IENERCON SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003 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 = 414198.0 FY = -371082.5 FZ = 589026.6 MX = -0.1006022E+08 MY = -0.1207171E+08 MZ = -5130050.

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 Sheet 190 of 338 162.10 ES *****102 .10 102.10

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