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VOLUf1E I - BOOK 2 TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK SES UNIT 2 (7/11/86) R3 a TABLE OF CONTENTS COMPUTER RELATED INFORiiATION SECTION SUBJECT P Delta STRUDL Program Usage I I 1. Instruction for Ebasco IBM PC Workstation
- 2. P-Delta STRUDL Example Problem No. I " Frequency Analysis"
- 3. P-Delta STRUDL Example Problem No. 2 " Static Analysis"
- 4. P-Delta STRUDL Example Problem No. 3 " Base Plate Analysis" .
- 5. PD STRUDL (Frequency & Static and Base Plate) Data Input Forms (Base Plate)
- 6. Beta Angle Guide for PSDI-STRUDL l 7. Input of Modchano into Computer
- 8. Calculation of Equivalent Density Including Thermolag ,
- 9. AISC Code Checking Verification of P-Delta STRUDL Program
- 10. Comparison of P-Delta STRUDL and MSC NASTRAN Program Results for CTH i
Modeling and Load Application Procedures
- 11. Description of Basis of P-Delta STRUDL Modeling and Load Application d
Procedures (Ebasco Study No. 7b) 4 j . 4 i I e , O i
.. .- - - 3 1 of 2 VtLLBE I - BOOK 2A TEXAS IITILITIES EIERATIIIS COIFAllY O,, C01944RCHE PEAK UIIIT 110. 2 TABLE OF CONTEllTS SUBJECT 'COPPUTER RELATED IllFORMATION SECTION Member Property Tables Included In The STRUOL Subsystem See Appendix D of 1 PSDI STRUDL Manual i Table Table STEELW (Wide Flange Shapes - 1969 AISC) D-26 1
Table STEELWF (Wide Flange Shapes - 1963 AISC) D-27 2 Table W1978 (Wide Flange Shapes - 1979 AISC D'-28 3 1 4 Table STEEL-HM
@ Table STEEL-ilN
@ Table STEl:1.-IIW
+ 7 Table STEEI.M (Miscellsacous Wide Flange Shapes) D-29 8 Table STEELS (S Shapes -- 1 Beam 1969 AISC) D-30, j
Table STLCOL78 (Wide Flange Column Shapes-1978 AISC) D-31 9 Table STLS78(S Shapes - I Beam 1978 AISC) D-32 10 11 Table STEEL. IIP Table STLilP7 A IIP Shapes (Piles - 1978 AISC) D-33 12 13- Table STEELL (Structural Angles) D-34, Table IEANGLllS (Single Angic with Equal Legs) D-3S 14 Table ILANGLES (Single Angle with Unequal Legs) D-36 IS Table 2EANGLES (nouble Angle with Equal Legs) D-37 16
- 17 Table 2SANGLES (Dot.10. Angle with Short Legs D-38 Back-to-Back) 14 Table 2LANGLES (Double Angle with Long Legs Back-to D-39 Back)
Table STEELC (American Standard Channel Shapes) D-40 19 Table STEELMC (Miscellsncous Channel Shapes D-41 20 21 Table STEELWFC . 22 Table STEELMT Table STEELST (Tees Cut from S Shapes - I Besa) D-42 23 Q i,
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2 2 of 2 VOLINE I - 900K 2A 3 TEXA5 UTILITIES GElERATINE CotANY
.: C099WlulE PEAK 1511T 110. 2 'V TA8tE OF CONTENTS SUBJECT C0F0TER RELATED IllFORfETION SECTION Member Property Tables included In The STRUOL Subsystem See Appendix D of PSDI STRUDL Manual Table 24 Table STEELWT (Tees Cut from Wide Flange D-43 Shapes) 25 Table STLMT78 26 Table STLST78 27 Table STLWT78 (Tees Cut from Wide Flange Shapes- D-44 1978 AISC) 28 Table APISLX (American Petreleum Institute SLX Plain End Line Pipe 18-- 42 IN.OD) D-45 h 30 Table AISCPIPE (Pipe Profiles)
Table CIRCTUBE D-46 h 32 Table TUBERECT (Rectangular Structural Tubing) Table RECTURE D
- O q h Table TUBUSQR (Square Structural Tubing) D-48 34 Tahic SQTH 35 Table HOLOTUBE O Availabic Wcld Properties Tables D-49 h Available Tables for AIJ and DINS Codes , D-50 38 Table TUBES - Tubes (Rectangular and Square - en Depth 2" to 12")
39 Table ANGLES - Singic and Double Structural Angles (for STRllDL TOWER Application) ee 40 Tahic STLW78 - Wide Flange Shapes (September en 1978) 41 Tube Shape -
, {able gDCHANO is section to be provided at a later time.
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VOLLME I - BOOK 2C TEXAS UIILITIES GENERATING COMPANY 4/24/86 R1 , COMANCHE PEAK UNIT NO. 2 TABLE OF CONTENTS COMPUTER RUN - COMPARISON OF P-DELTA STRUDL AND ' MSC NASTRAN PROGRAM RESULTS FOR CTH MODELLING AND LOAD APPLICATION PROCEDURES. guah; pg -p'y ) , . y u . . -.-- .-. 4 , Dili& e/lk/g -W,4s psy 'Z. "c py p,eu.4 syapy Jh~zin 1/&(gr ~ 57,&5L "["2fr,esy
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i l P b EBASCO IBM PC ' STRUDL WORKSTATION (FOR SPECIAL ANALYSIS GROUP).
- E LIM INI3R y I
l UCCEL Corporation 747 Third Avenue New York, New York 10017 (212) 421-8850
sLest 2.Liil INTRODOOTION ( The following is a brief introduction to the IBM PC STRUDL workstation that has been Installed at Ebasco Services Inc. In the Special i Analysis Group by UCCEL Corporation. The workstation is a " menu" driven system that reduces the time required for an engineer to learn how to use the IBM-PC and allows him to ut'llize his time more effectively, incorporated in this STRUDL workstation is a STRUDL preprocessor for frame analysis and baseplate analysis which creates a STRUDL Input deck based on responses to questions asked on the screen. The user,. also, has the option to manually type in most of the STRUDL commands. The workstation operates with two disks. One is a " system" disk which contains the operating system and the necessary software to run the workstation. The other disk is a " data" disk which contains the STRUDL input decks that are created, it is highly recommended that the user has at least two back-up copies of the " data" disk. The "dsta" disk should be backed-up periodically to prevent accidental loss of data to mishandling or other unforeseen events. O O
'/. . ( s i 3 -? g g GETTING STARTED
- 1. Insert " System" disk into drive A (left side).
- 2. Insert " Data" disk into drive B (right side).
- 3. Turn printer and IBM-PC power switches on. ,
4 Walt approximately 30 seconds for the following screen to appear: i i
**********enama****e****en***ene***
- EBASCO - SPECIAL ANALYSIS GROUP #
# IBM PC STRUDL WORKSTATION * *
******me**enume**********numme***me t
- 1. CREATE / ASSEMBLE A STRUDL DECK.
- 2. EDIT A STRUDL DECK USING PC EDITOR (EDLIN). :
O. 3. MAKE A STRUDL RUN. . 4 LIST DIRECTORY OF FILES ON DRIVE B. .,
- 5. PRINT A SPECIFIC FILE ON DRIVE B.
- 6. BACK UP DATA DISK. i
- 7. EXIT TO PC OPERATING SYSTEM (DOS).
PLEASE ENTER SELECTION (1 THRU 7): i t i
- 5. Enter the task number you wish to perform.
t
- . - - - . - - . - - .. --- .- ~
d o CREATING / ASSEMBLING A STRUDL DECK O O 1 e . O
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EDIT A STRUDL DECK USING PC EDITOR (EDLIN) l l l Summary of EDLIN Commands l Delete Lines [line][,line]D Edit Line [line] End Edit E Insert lines [line]I List Lines [line)[,line]L Quit Edit Q O I i O
St nib of U i 1 l O Delete Lines l Command l l l If you want to delete a single line, say line 2, enter: 1 1 28
)
1 The resultis: l l 1: This is a sample file 2:*llas deleties 3: and dynamic 4: when lines are 5: deleted. O Line 2 is deleted. Lines 3-6 are renumbered to 2-5. De new line 2 Ma=>s the current line. If you want to delete only the current line, enter: E he result is: 1: This is & sample file 2:*and dynamic 3: whos lines are 4: deleted. The current line, line 2, is deleted. Lines 3-5 are renumbered to 2-4. The new line 2 becomes the
. . current line.
O l a -- ,- - . - ,
$httk 7 04 t$ l Edit Line '
commona O . l
Purpose:
Allows you to edit a line of text. You must enter the i line number of the line to be edited, or enter a period (.) to indicate the current line. ! Format: [line) i Remarks: If you just press Enter, you specify that the line after the current line is to be edited.
~
The line number and its text are displayed and the line number is repeated on the line below. You can use the control keys and the editing keys, described in the DOS User's Guide, to edit the line, or you can replace the entire line by typing new text. O When you press the Enter key, the edited line is placed in the ille and becomes the current line. If you decide not to save the changed line, press either Esc or Ctrl-Break instead of Enter. The original line remains unchanged. Pressing the Enter key with the cursor at the beginning of the line has the same effect as pressing Esc or Ctrl-Break. If the cursor is in any position other than the beginning or the end of a line, pressing Enter erases the rest of the line. _ f 7 : T , 6 17 ' O l 1
SktA,4 % 04 gg Edit Line Command O Example: Assume that you want to edit line 6. The following display would appear on the screen:
. *6 6: This is a sample unedited line.
6: _ The first line is your request to edit line 6, followed
- by the two-line display response.
If you want to move the cursor to the letter u, press
. F2 and enter.
e a The result is:
*6 6: This is a sample unedited line.
I 6: This is a sample _ If you want to delete the next two characters and keep the remainder of the line, press Del twice; then press F3. The result is: ,
*6 6: This is a sample unedited line.
6: This is a sample edited line. l 1 l 6 18 1 l i O l
6M S 9 % t j I Edit Line O commana . Now you can take one of the following actions: o Press Enter to save the changed line. ! I e Extend the changed line by typing more text. You are automaucally in insert mode when the 1 cursor is at the end of a line. - l
\
o Press FS to do additional editing to the changed l line without changing the original line. l e Press Esc or Ctrl-Break to cancel the changes i
. you made to the line. The origink! contents of '
the line will be preserved. ! O e m e ' m ~
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6-19 1 l O , i
heA so c4 is End Edit ~ Command O
Purpose:
Ends EDLIN and saves the edited file. Format: E' Remarks: The edited file is saved by writing it to the drive and filename specified when you started EDLIN.
. The original file, the one specified when EDLIN was started, is given a .BAK filename extension. A .BAK file will not be created if there is no original file; that
. is, if you created a new file instead of updating an old file during the editing session.
EDLIN returns to the DOS command processor, which displays the command prompt. Notes:
- l. Be sure your disk has enough free space to
- save the entire file. If your disk does not have enough free space, only a portion of the file is saved. The portion in memory that is not written to disk is lost. In this case, your original file will not be renamed to .BAK, and the portion of data that was written to disk will have a filename extension of $$$.
- 2. EDLIN appends a carriage return, line feed sequence to the end of the file if they .
were not already present, to delimit the last
. line of text in the Ale. Also, a Ctrl-Z 1 character is added as the last character in 1 the saved file. This serves as an end-of-file
~
6 20 mark. O l 1 1
Skt.Li 12. O f (g List Lines Command O Example: Assume that you want to edit the following file. Line l 15 is the current line. 1: This is a sample file 2: used to demonstrate 3: line deletion 4: and dynamic i 5: line number generation. .
. l 15:'This is the current line (note the asterisk) 25: See what happens 26: to the lines 27: and line numbers 28: whenlines are 29: deleted. <
O If you want to display a range oflines, from 5-25, 1 enter: 5,25L i l l r'
=
6 27 : l l O ' l
i Skt.t.h \\ 9 hlh l l l Insert Lines O Command Example: Assume that you want to edit the following file. Une 3 is the current line: 1: This is a sample file 2: used to demonstrate 3:*line delellen 4: and dynamic 5: line number generation. If you want to insert text before line 4, the entry and immediate response look like this:
*41 4:*_
Now, if you want to insert two new lines of text, enter: l
'4 i 4:'First newline of text 5:*Second new line of text
, 6:*
and press Ctrl-Break.
' Die original lines 4 and 5 are now renumbered to lines 6 and 7.
O e 6-22 O
Sht.t.k15 94 1% List Lines Q Command The screen looks like this: 5: line number generation. 15:*This is the current line (note the asterisk) 25: See what happens If you want to display the first three lines, enter: 1,3L ~ The screen looks like this: O 1: This is a sample file 2: used to demonstrate 3: line deletion If you want to display 23 lines of the file, starting with lin: 3, enter: 3L
. l 6-28 O
!. ._ .. - - - ' ' _ __ , ,--*--s---< ' --~ " " " ' ' ' '
Tskstot is 041b MAKING A STRUDL RUN O 1. " Enter name of the STRUDL deck you wish to run:" l The PC is expecting the name of one of your data files that are in Drive B.
- 2. "Please enter your Ebasco Project # (i.e. CP3317002 for the Comanche Peak Proj):" !
This is needed to bill each STRUDL run to a specific project. This is the only record that will associate this STRUDL run with a valid Ebasco project charge. Only alphanumeric characters will be accepted in this field (i.e. CP3317002).
- 3. "In order to identify your output, please enter your name (up to 10 characters):"
You have a field length of 10 cnarac+ers to identify the user. Special characters such as a space or a period are allowed in this field (i.e. D. CHIN).
- 4. "At what priority would you like to run this job?"
A = Super Express O C = Express G = Overnight
- 5. Press the " Enter" key to activate the modem.
This will establish a telephone connection from the IBM-PC to UCCEL and the STRUDL deck will automatically be sent to UCCEL for processing. The IBM-PC will automatjcally logoff, disconnect the modem and return to original screen (see figure 1). The STRUDL output is automatically sent to the printer on the 87th floor. Note: Please do not touch any of the keys on the keyboard during transmission of data. This will cause the information to be transmitted improperly. O
(gg g op g g I i Quit Edit Command l O i
Purpose:
Quits the editing session without saving any changes you may have entered. l Format: Q" Remarks: EDLIN prompts you to make sure you really don't want to save the changes. Enter Y if you want to quit the editing session. No
~
editing changes are saved and no .BAK file is created. Refer to the End Edit command for information about the .BAX !ile. Enter N, or any other character, if you want to continue the editing session. , Example: 0 Abort edit (Y/N)? _ l e ' 6-32 l l 1 O l 1 i
$GdNii D Q (Q -
PRINT A SPECIFIC FILE ON DRIVE B O 1. " Enter the name of the file you wish to see:" Enter a file that resides on your data disk.
- 2. The first time that this feature is used, the following will appear:
i "Name of list device (PRN):" Just hit the " Enter" key once and wait. As the file starts to print, the PC will return to the original screen. Mote: Make sure that the printer is on and that the red lights above the.SEL and LINE FEED buttons are on. O . 1 4
- O -
i
S t d I b Ch I % LIST DIRECTORY OF FlLES ON DRIVE B
- 1. This option will list the files that reside on your data disk in Drive B. This feature is helpful if you have forgotten the name of any one of the STRUDL decks that you have created.
- 2. Once you have the file names on the screen, hit any key to continue.
l i i e l l l I 1 l i l
Sh'Abi 1 % 0 4 'l g BACK UP DATA DISK This option will make two copies of your data disk In drive B. l
- 1. Please remove the " system" disk from drive A (left hand drive),
insert a disk into drive A and close the door. Mit any key when ready. This will Initiate the copy procedure.
- 2. At the end of the first copy, remove first back-up disk from drive A, insert another back-up disk into drive A and close the door.
Hit any key when ready.
- 3. Remove the second back-up disk from drive A, replace it with the system disk, and hit any key when ready.
- 4. The PC will return to the original menu screen.
O. e i i I
TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK UNIT NO. 2 P-Delta STRUDL Example Problem No. 1 " Frequency Analysis" O-In order to illustrate typical P-Delta STRUDL computer runs, a sample problem was created. Three runs are provided. The first run (J6600A) is a frequency analysis of the cable tray hanger. The second run (J9193A) is a static run using the equivalent static analysis method. The third and final run (J8531A) is a baseplate (actually base angle run). The first run (J6600A), a frequency analysis, included in this section. It has been marked up with comments describing the contents and purpose of each line of input. Since the purpose of these runs is to illustrate' how the P-Delta STRUDL program functions, a simple frame with one tray was used. The following assumptions have been made:
'g 1. The hanger is located in Room 83 of the Safeguard Building and is attached to the bottom of the concrete slab at EL 831.50.
- 2. The hanger is a transverse hanger.
- 3. Ther=olag is applied since Room 83 has thermolag.
- 4. The size of the tray is 24 x 4 and it spans 4 feet on one side, and 6 feet on the other. The tray is centered on the bottom tier. Weight of tray is therefore taken as (96 pounds per foot X 5 feet) 480 pounds.
- 5. The vertical members or posts were assumed to be C6X8.2. The horizontal members or tiers were assumed to be C4X7.25. The brace was assumed to l be a 3X3X3/8 angle. l l
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TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK UNIT No. 2 HANGER USED IN SAMPLE PROBLEMS
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kLL OTHER RIGHTS ARE RESERVED. UC. OF THIS PSUICES/STRUDL SYSTEN BY UNAUTHORIZED _ PERSONS OR ORGANIZATIONS IS PROHIBITED.~~ ~ " -
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TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK UNIT NO. 2 g P-Delta STRUDL Example Problem No. 2 " Static Analysis" O In order to illustrate typical P-Delta STRUDL computer runs, a sample problem was created. Three runs are provided. The first run (J6600A) is a frequency analysis of the cable tray hanger. The second run (J0193A) is a static run using the equivalent static analysis method. The third and final run (J8531A) is a baseplate (actually base angle run). The second run (J9193A), a static analysis, is included in this section. It has been marked up with comments describing the contents and purpose of each line of input. Since the purpose of these runs is to illustrate how the P-Delta STRUDL program functions, a simple frame with one tray was used. The following assumptions have been made:
- 1. The hanger is located in Room 83 of the Safeguard Building and is attached to the bottom of the concrete slab at EL 831.50.
- 2. The hanger is a transverse hanger.
- 3. Thermolag is applied since Room 83 has thermolag.
- 4. The size of the tray is 24 x 4 and it spans 4 feet on one side and 6 feet on the other. The tray is centered on the bottom tier. Weight of tray is therefore taken as (96 pounds per foot X 5 feet) 480 pounds.
- 5. The vertical members or posts were assumed to be C6X8.2. The horizontal members or tiers were assumed to be C4X7.25. The brace was assumed to be a 3X3X3/8 angle.
- O
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i O D- O. . TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK UNIT NO. 2 P-Delta STRUDL Example Pr'oblem No. 2 "' Static Analysis" Frequencies and G-Values used in the static run. l E SSE SurroRT CABLE SYSTEM g TRAT 8 8 OBE FREQ. FREQ. OBE SSE nr rcrrns Fern. l 1.25 (.4) 1.25 (0.6) I (NORTa-SourH) 42.2 22.99 22.99 = 0.5 =0.75 1.50 1.25 (1.3) 1.25 (1.8) Y (VERTICAL) 109.1 12.49 12.49 = 1.625 =2.25 1.39 1.25 (1.14) 1.25 (l'16) Z (EAST-EEST) 7.12 7.12 = 1.425 = 1.45 1.02 l l l 1 i
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- SYSTEre In e30 CLASS C COMPLET!0N STATUS C0000
- e .
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- e SYSTEtt RESCURCE UNITS (SRU3 1.80 *
- APPLICATION RESOURCE UNITS (ARU) 94.31 *
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- DEAD Lena CD e GLO Z 1.423 SY JOINTS LOncIme CeeIseeT*Ons 6 *SSE ES WW88Y KIS
- COMPDENTS -
- COMPONENTS -
- COMPDENTS - i O t .. C2 i
- d. /d [/M4 @[ /M/M[
- COPPONENTS - OM N I L 234 -1.
- CINFODENTS -
- COMPONENTS - [
- SLPt
- O LIST O WNALL STWESS PARAPCTE8PS
- I ' CODE' 'AISC* ALL e *VERSIOM* '69US* ALL
- ALL 4 *CS - 1 O ALL
- t d M L
- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ ( _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ ____
- 4 A PROPRIETARY PRODUCT OF e e
- 14 STORY STREET *
- CAMBRIDGE, MA99ACHUSETTS O2138
- TEL. 617-661-1444 e CDPYRIGHT (C) 1986 e ALL RIGHTS RESERVED
- I RUN DATE = 03/19/86
- e DYNAMIC CORE (VIRTUAL) 1429504 BYTES e
- 370/003 VS2 REL 03.8I e
- I .
- P-DELTA STRUDL e i e e
- VERSION 1105 e THE wok D s M u D t-. .r/ G M L E e A PROPRTETARY PRODUCT OF T//E BEG //vN/N(P OF /9 NEW t
- GUINCY, NASSACHUSETTS O2170 e e TEL. (617) 472-8533 e e e e COPYRIOHT (Ci 1992,1983,1984,1985 e e ALL RICHTS RESERVED e I e *
- 12:34:50 3/19/06 e e
- eeneseseeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee I TYPE SPACE FetAME ALPHANUMERIC IDENTIFIER TREATMENT BY CHARACTER COMPARISON UNITS INCHES, KIPS,DEOREES, FAHRENEIT, LBM, SECONDS I JOINT COORDINATES 1 0. O 60.O O. O E T.R Y / NN F 3
- SUPPORT JOINTS -
- 1 S i; MEMBER INCIDENCES I
- N 6 *G 7 -E D 9 2 .
- 10 11 3
- 1
- met 90ER INCIDENCES '
- 7 TADLE ' STEELL' 'L30306' I 8 TO 13 AX 100. AY 100. AZ 100. IX 1000. IV 1000. IZ 1000.
- PROBLEM DATA FROM INTERNAL STORACE
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- co* PSU.v ) V5M3 005 COMANCHE PEAK CTH STATIC P;ODLEM EXA 12: 30: 50. 27 000 C3/10/Be s N CI4 **3 NO ASSUMPTIONS CIVEN FOR THIS LOADING LOADING - 4 OBE POS HOR LONQ SEIS STATUS - ACTIVE I
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- END
SUMMARY
LEVEL 3 - SHEAR TREATHENT' STANDARD - .2. - - - - - - - - - --. - - FACTORS FOR INT EGO AXI 1.O SHE 1.O
- CDMMENT ' PREP DY: ALVIN BOEHH DATE: 3-31-06 COMMENT '
COMMENT
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ALL RCE FACTORS END I. O 1001 1.25 I!Oct ) '
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. PSUICES .
. VERSION 5 NODIFICATION 5 .
. . !{
. A PROPRIETARY PRODUCT OF .
. PROJECT SOFTWARE AND DEVELOPMENT. INC. . *
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*** PSUICES V5MS *** *** 03/23/86 PAGE 002 ese 4
THIS IS OVERALL RUN NO. 1946 MONTH TO DATE STATISTICS FOR PASSWORD 'DPEDASCO* (EXCLUSIVE OF THIS RUN). ENTRIES 553 COMPLETIONS 553 RECORDED CPU TIME 424 MIN I6 SEC . RECORDED EXCPS 53I105 UNIVERSITY COMPUTING COMPANY
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, JOB ID - DASEPLAT JOB TITLE - CONANCHE PEAK CABLE TRAY BASEPLATE s BASEPLAT ACTIVE UNITS - LENGTH WEIGHT ANGLE TEMPERATURE TIME MA99 INCH KIPF RAD DEOF SEC LDN ' DATE: 3-31-06 COMMENTS I PREP BY: ALVIN BOEHN 2 ' 3 4 CHKD BY: CARL WANO DATE: 3-31-06 BASEPLATE RESUt.TS
SUMMARY
LEVEL 3
' SPECIFIED GENERAL DATA PLATE DIMENSION IN X DIRECTION. .... 19.000 PLATE DIMENSION IN Y DIRECTION. .. 6.000 PLATE THICMNESS. . .... . . . .... 0. 750 - --- -- - - . . . . . - _ . . . ..
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/--NODE -/ - -
PRESSURE FORCES----- - / PRESSURE X Y ---/ Z X Y Z O .. . . . 10301 0. 0 0. 0 -0.9352857E-01 0. 0 20301 0. 0 0. 0 -0.4156826E-01 30301 00 -0.2214943E 00 0. 0 0. 0 -0.4922094E-01 g OO O. O -0.1979504E 00 O. O 40301 O. O -0.4398890E-01
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