Appendix FC-1 Pad Internal Forces - Soft Rock Model · resume /HEADER,ON,OFF,OFF,OFF,ON,OFF /postl...
Transcript of Appendix FC-1 Pad Internal Forces - Soft Rock Model · resume /HEADER,ON,OFF,OFF,OFF,ON,OFF /postl...
![Page 1: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/1.jpg)
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
![Page 2: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/2.jpg)
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
![Page 3: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/3.jpg)
Sheet 3 of 338ENERCON
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
![Page 4: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/4.jpg)
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
![Page 5: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/5.jpg)
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
![Page 6: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/6.jpg)
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
![Page 7: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/7.jpg)
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
![Page 8: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/8.jpg)
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
![Page 9: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/9.jpg)
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
![Page 10: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/10.jpg)
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
![Page 11: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/11.jpg)
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
![Page 12: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/12.jpg)
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
![Page 13: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/13.jpg)
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
![Page 14: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/14.jpg)
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
![Page 15: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/15.jpg)
E •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 = -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
![Page 16: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/16.jpg)
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
![Page 17: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/17.jpg)
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
![Page 18: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/18.jpg)
F i• 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
![Page 19: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/19.jpg)
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
![Page 20: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/20.jpg)
• 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
![Page 21: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/21.jpg)
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
![Page 22: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/22.jpg)
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
![Page 23: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/23.jpg)
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
![Page 24: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/24.jpg)
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
![Page 25: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/25.jpg)
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
![Page 26: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/26.jpg)
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
![Page 27: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/27.jpg)
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
![Page 28: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/28.jpg)
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
![Page 29: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/29.jpg)
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
![Page 30: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/30.jpg)
E ii•ENERCON 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
![Page 31: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/31.jpg)
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
![Page 32: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/32.jpg)
Sheet 32 of 338ENERCON
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
![Page 33: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/33.jpg)
Sheet 33 of 338S'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
![Page 34: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/34.jpg)
/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 338ENERCON
F 3 SERVICES, INC. Appendix FC-1 to Calculation PGE-009-CALC-003
![Page 35: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/35.jpg)
Sheet 35 of 338E 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
![Page 36: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/36.jpg)
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
![Page 37: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/37.jpg)
Sheet 37 of 338ENERCON
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
![Page 38: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/38.jpg)
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
![Page 39: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/39.jpg)
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
![Page 40: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/40.jpg)
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
![Page 41: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/41.jpg)
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
![Page 42: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/42.jpg)
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
![Page 43: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/43.jpg)
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
![Page 44: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/44.jpg)
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
![Page 45: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/45.jpg)
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
![Page 46: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/46.jpg)
• 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
![Page 47: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/47.jpg)
Sheet 47 of 338ENERCON
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
![Page 48: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/48.jpg)
Sheet 48 of 338E • 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
![Page 49: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/49.jpg)
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
![Page 50: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/50.jpg)
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
![Page 51: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/51.jpg)
Sheet 51 of 338ENERCON
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 14 .1 spoint,,408.0,-45.0,- 7 14 .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
![Page 52: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/52.jpg)
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
![Page 53: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/53.jpg)
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
![Page 54: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/54.jpg)
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
![Page 55: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/55.jpg)
Sheet 55 of 338
E 'i• 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
"-•n 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
![Page 56: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/56.jpg)
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
![Page 57: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/57.jpg)
Sheet 57 of 338r'..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
![Page 58: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/58.jpg)
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
![Page 59: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/59.jpg)
Sheet 59 of 338ENRCON 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
![Page 60: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/60.jpg)
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
![Page 61: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/61.jpg)
~'~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
![Page 62: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/62.jpg)
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
![Page 63: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/63.jpg)
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
![Page 64: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/64.jpg)
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
![Page 65: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/65.jpg)
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
![Page 66: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/66.jpg)
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
![Page 67: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/67.jpg)
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.
![Page 68: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/68.jpg)
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
![Page 69: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/69.jpg)
Sheet 69 of 338
F •ENERCON 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
![Page 70: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/70.jpg)
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
![Page 71: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/71.jpg)
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
![Page 72: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/72.jpg)
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
![Page 73: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/73.jpg)
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
![Page 74: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/74.jpg)
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
![Page 75: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/75.jpg)
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,-45.0,162 .0
f sum eall nall fini /output /exit
![Page 76: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/76.jpg)
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
![Page 77: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/77.jpg)
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.
![Page 78: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/78.jpg)
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%3Sheet 78 of 338
162.10
162.10
.ýS *****
![Page 79: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/79.jpg)
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
![Page 80: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/80.jpg)
r •ENERCON 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 *****
![Page 81: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/81.jpg)
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
![Page 82: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/82.jpg)
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
![Page 83: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/83.jpg)
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
![Page 84: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/84.jpg)
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
![Page 85: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/85.jpg)
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 *****
![Page 86: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/86.jpg)
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
![Page 87: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/87.jpg)
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 *****
![Page 88: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/88.jpg)
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***
![Page 89: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/89.jpg)
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 *****
![Page 90: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/90.jpg)
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 *****
![Page 91: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/91.jpg)
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 *****
![Page 92: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/92.jpg)
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.
![Page 93: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/93.jpg)
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 *****
![Page 94: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/94.jpg)
r I• 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
![Page 95: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/95.jpg)
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 *****
![Page 96: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/96.jpg)
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
![Page 97: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/97.jpg)
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 *****
![Page 98: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/98.jpg)
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
EISheet 98 of 338
ES *****
![Page 99: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/99.jpg)
F- A• 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
![Page 100: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/100.jpg)
ENERCON
F1 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 *****
![Page 101: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/101.jpg)
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.
![Page 102: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/102.jpg)
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 *****
![Page 103: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/103.jpg)
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
![Page 104: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/104.jpg)
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
*
![Page 105: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/105.jpg)
Sheet 105 of 338r'A•ENERCON
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
![Page 106: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/106.jpg)
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 *****
![Page 107: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/107.jpg)
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.
![Page 108: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/108.jpg)
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
![Page 109: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/109.jpg)
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 *****
![Page 110: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/110.jpg)
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 *****
![Page 111: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/111.jpg)
Sheet 111 of 338r'J•ENERCON
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
![Page 112: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/112.jpg)
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
![Page 113: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/113.jpg)
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 *****
![Page 114: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/114.jpg)
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 **
![Page 115: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/115.jpg)
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
![Page 116: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/116.jpg)
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
•S *****
![Page 117: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/117.jpg)
F 'i• 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.
![Page 118: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/118.jpg)
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 *****
![Page 119: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/119.jpg)
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 ***
![Page 120: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/120.jpg)
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***
![Page 121: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/121.jpg)
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 *****
![Page 122: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/122.jpg)
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
![Page 123: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/123.jpg)
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 ** *
![Page 124: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/124.jpg)
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
![Page 125: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/125.jpg)
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 *****
![Page 126: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/126.jpg)
F i• 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
![Page 127: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/127.jpg)
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
![Page 128: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/128.jpg)
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 *****
![Page 129: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/129.jpg)
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
![Page 130: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/130.jpg)
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
![Page 131: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/131.jpg)
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 *****
![Page 132: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/132.jpg)
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.
![Page 133: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/133.jpg)
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 *****
![Page 134: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/134.jpg)
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.
![Page 135: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/135.jpg)
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 *****
![Page 136: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/136.jpg)
Sheet 136 of 338l~lIi•ENERCON 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.
![Page 137: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/137.jpg)
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
![Page 138: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/138.jpg)
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 *****
![Page 139: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/139.jpg)
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
![Page 140: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/140.jpg)
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 *****
![Page 141: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/141.jpg)
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
![Page 142: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/142.jpg)
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 *****
![Page 143: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/143.jpg)
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
![Page 144: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/144.jpg)
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 *****
![Page 145: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/145.jpg)
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.
![Page 146: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/146.jpg)
F Ii• 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 *****
![Page 147: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/147.jpg)
Sheet 147 of 338
S•ENERCON 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.
![Page 148: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/148.jpg)
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
![Page 149: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/149.jpg)
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.
![Page 150: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/150.jpg)
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 *****
![Page 151: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/151.jpg)
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 *****
![Page 152: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/152.jpg)
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****
![Page 153: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/153.jpg)
Sheet 153 of 338
r I• 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 *****
![Page 154: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/154.jpg)
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
![Page 155: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/155.jpg)
Sheet 155 of 338 S'J•ENERCON 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 *****
![Page 156: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/156.jpg)
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 *****
![Page 157: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/157.jpg)
Sheet 157 of 338rNIJENERCON
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 ANDRESELECT 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
![Page 158: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/158.jpg)
E I•ENERCON 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
![Page 159: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/159.jpg)
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 *****
![Page 160: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/160.jpg)
r J •ENERCON 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
![Page 161: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/161.jpg)
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
![Page 162: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/162.jpg)
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 *****
![Page 163: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/163.jpg)
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 *****
![Page 164: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/164.jpg)
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
![Page 165: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/165.jpg)
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
![Page 166: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/166.jpg)
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 **
![Page 167: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/167.jpg)
F 'I• 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.
![Page 168: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/168.jpg)
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
EF1Sheet 168 of 338
![Page 169: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/169.jpg)
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 *****
![Page 170: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/170.jpg)
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***
![Page 171: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/171.jpg)
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
![Page 172: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/172.jpg)
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
•S *****
![Page 173: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/173.jpg)
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
![Page 174: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/174.jpg)
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.
![Page 175: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/175.jpg)
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
![Page 176: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/176.jpg)
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
•S *****
![Page 177: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/177.jpg)
S•IENERCON 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
![Page 178: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/178.jpg)
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
![Page 179: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/179.jpg)
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 *****
![Page 180: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/180.jpg)
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
![Page 181: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/181.jpg)
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 **********************************
![Page 182: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/182.jpg)
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 ANDRESELECT 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
![Page 183: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/183.jpg)
FU'• 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
![Page 184: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/184.jpg)
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 *****
![Page 185: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/185.jpg)
F 'i• 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.
![Page 186: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/186.jpg)
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
![Page 187: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/187.jpg)
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.
![Page 188: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/188.jpg)
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 *****
![Page 189: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/189.jpg)
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 -1038.1RESELECT AND 162.10
![Page 190: Appendix FC-1 Pad Internal Forces - Soft Rock Model · 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](https://reader034.fdocuments.in/reader034/viewer/2022050600/5fa77c3237434f09214a2412/html5/thumbnails/190.jpg)
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