ML20249C522

Rev 0 to Calculation 96C2913-C015, Gang Hangar Support

ML20249C522
Person / Time
Site:	Monticello
Issue date:	06/10/1997
From:	Dubovecky B STEVENSON & ASSOCIATES
To:
Shared Package
ML20249C517	List: ML20249C516 ML20249C521 ML20249C522 ML20249C524
References
96C2913-C015, 96C2913-C015-R00, 96C2913-C15, 96C2913-C15-R, NUDOCS 9806300242
Download: ML20249C522 (40)

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Title:

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Acceptance Criteria:

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COMPUTER TYPE / SYSTEM: PQ.

PROGRAM STATUS: O Project Specific S General Use/QA Approved VERIFICATION / VALIDATION DOCUMENTATION: O Attached bon File RUN NUMBER:

ORIGINATOR DATE CHECKER DATE INPUT REPRODUCED B. DV E0'lff ON LISTING I03_D 7 gg / y/. 9 7 MODEL VALID AND EiD U Boyecig ASSUMPTIONS DOCUMENTED ~j IO 33 ,96 7j, PROGRAM APPROPRIATE OiDV8cva Io . 3 Ng AND ADEQUATE ch b, f .yf ,9 7 MODEL BEHAVES E'Du g CV 10 .3 f/2 O /-3 / '9 7 REASONABLE q 0 9G RESULTS PROPERLY INTERPRETED O'N'# EC'h 10 3 96 gg f_yf _p 7 REMARKS: TM. S O PM R-- is ADC-QUA'c s TAC 4'rs ALL CTAcrI P.M P R t fA sors.

COMPUTER l & PROGRAM CONTRACT NO.

COVER SHEET Stevenson and Assocates 9G c 29: ~5 l

[.

. * )

PHI DELTA /MPOS

• Monticells' Ganged Pipe Suppcrt I

• J03 00000043

• 30-0CT 1996 21:03:01

• P00001 I PPPPPPPPPP 0000000000

$$$$$$5SSSS TTTTTTTTTTT RRRRRRRRRR UU UU 0000000000 LL PPPPPPPPPPP D0000000000 ,

SSSSSSSSSSS TTTTTTTTTTT RRRRRRRRRRR UU UU 00000000000 LL PP PP 00 00 SS TT RR j PP RR UU UU DD 00 LL PP 00 00 SS TT ?R RR UU UU 00 00 LL PPPPPPPPPPP DD DD HHHHHH $$$$$$$$$$$ TT PPPPPPPPPP 00 RR4RRRRRRRR UU UU DO 00 LL DD HHHHHH $$$$$$5SS$$ TT RRRRRRRRRR UU PP 00 UU DD CD LL l 00 SS TT RRRRR PP UU UU 00 00 LL $

DD 0D PP SS TT RR RR UU UU 00 00 LL 000D0000000 SSSSSSSSSSS TT RR  !

PP DD00000000 SS$$$$5SSSS TT RR RR L8333333333J 00000000000 LLLLLLLLLLL )

RR 133333333)UU 0000000000 LLLLLLLLLLL I

. j

• PH!-DELTA STRUDL

• VERSION 0496

• PC DOS *

• A PROPRIETARY PRODUCT OF

• PHI-DELTA, INC.

• 42 HOLBROOK AVE.

• BRAINTREE, MASSACHUSETTS 02184

• TEL. (617) 356 0400

• F .

i

• COPYRIGHT (C) 1989 1995

• ALL RIGHTS RESERVED

• l .

l STEVENSON & ASSOCIATES l IS AUTHORIZED BY PHI-DELTA TO USE PD STRUOL AT THE ESTABLISHED RATE OF PROGRAM SURCHARGE.

ALL RIGHTS ARE RESERVED. USE OF THIS PD STRUOL SYSTEM BY UNAUTHORIZED PERSONS OR ORGANIZATIONS IS PROHIBITED.

ALTHOUGH PD STRUOL HAS BEEN TESTED BY PHI-DELTA, NO WARRANTY,

' EXPRESSED OR IMPLIED IS MADE BY PHI DELTA AS TO THE ACCURACY AND l FUNCTIONING OF THE PD-STRUDL SYSTEM MATERIAL NOR SHALL THE FACT OF DISTRIBUTION CONSTITUTE ANY SUCH WARRANTY AND NO j RESPONSIBILITY IS ASSUMED BY PHI

• DELTA IN CONNECTION THEREWITH. I ACCOUNT ..........

PASSWORD ... . . . . .. POELTA STRUDL JOB LOG NO ....... 00000043 j

J08 STARTED AT .. 30-0CT 1996 21:08:01.00 i

I t

)

w________-__-. - _ -

' PHI CEL A/MPOS

• M:ntfestlo G:nged Pipe Support

• Jos 00000043

• 30 0CT.1996 21:08:01

• P00002

• i j

SRUOL 'R96 Mont_01' 'Monticello Gensed Plpe Support' i- - ,

8:

• L8S !NCHES DEGREES  ?

6 .PLE JOINT COORDINATES ~

0.0 0.0 0.0 S 2 32. O. O.

41. - 0. O. 4 55. D. 0.0

61. O. 0.0 6 69. O. 0.0 L 116. O. 0.0 8 134. O. 0.0

> 162. O. 0.0 10 162. 6. O. S 9 - 19. 0.0 17.0

$. 69. 0.0 25.0 13 69. 0.0 41.0 6- 69. 0.0 55. 15 69. 0.0 -70.0 G ~ 69. , 0.0 81, 17 0. O. 81. S s O 162. 0.0 -81. 19 69. 0.0 83. l 0 - 69. 0.0 96. 21 162. 9.75 81. S j r j VPE. SPACE FRAME 3?LTIPLE MEM8ER INCIDENCES f

5 DOUBLE C5x6.7 CHANNELS

1. 2- 2 2 3 3 3 4 i

> 4' 5 5 5 6 '6 6 7 l

• .7 8 8 8 9

)

) 6"x6"x3/8 PLATE i

) 9 10 --

i

)DOU8LE 3"x3"x3/8a ANGLES k

1

.@ 6 11 11 -- 11 12 12 12 13 2 13 '14 14 14- 15 15 15 16 e 16 19 k

7.7 OR W4x13 e 17 '16 1,8 16' 18-

) C4x5.4

)

@ 18 21

)

) 00USLE 1-1/2"x1 1/2"x1/4" ANGLES 1

B ~ '19- 20 UMBER PROPERTIES 1

i TO 8 TA8LE 'STEELC' 'CSX6' TYPE 'DOUSCHAN8 SPACING 1.75 M* STRUDL MESSAGE SINCE MODIFIER 'NOPGEN' IS NOT SPECIFIED FOR COMPOUND TYPE DOUSCHAN, PROPERTIES FOR CURRENT SET OF MEMBERS ARE RECONSTRUCTED FROM PROPERTIES RETRIEVED FROM TABLE STEELC' PROFILE C5X6

)

$TO16TA8LE'2EANGLES'82E303006' TYPE 'LDOUBANG' SPA 1.0 M

• STRUOL' MESSAGE - SINCE MODIFIER 'NOPGEWi IS NOT SPECIFIED FOR COMPOUND TYPE LDOUSANG, PROPERTIES FOR CURRENT ,

SET OF MEMBERS ARE RECONSTRUCTED FROM PROPERTIES RETRIEVED FROM TABLE 2EANGLES PROFILE 2E303006 j

l 1

i

.f a

l

.--_-_-_- _- _---____ D

~ _ - - - _ _ _ _ _ _

I PHI *0ELfA/MPDS

• Monticstle- Ganged Pipe suppoat

• JOB 00000043

• 30 OCT 1996 21:08:01

• P00003

• l 9 TO 18 TABLE ' STEELS' 'Stx7'

• '8LE *$TEELC' 'C4X58 TYPE ' CHANNEL'

{

l

.dLE '2EANGLES8 '2E121204' TYPE 'LDOH8ANG' SPA 1.0 O** STRUOL MESSAGE SINCE MOO!FIER 'NOPGEN' IS NOT SPECIFIED FOR COMPOUND TYPE LOOUBANG, PROPERTIES FOR CURRENT SET OF MEMBERS ARE RECONSTRUCTED FROM PROPERTIES RETRIEVED FROM TABLE 2EANGLES PROFILE 2E121204 GMSER PROPERTIES PRISMATIC

' AX 2.25 Ix .1055 IY 6.75 12 .0264 80$TANTS 29000000.0 ALL

@! 0.3 ALL; DENS 0.0 ALL C**

STRUOL MESSAGE - SPECIFIED ZERO OR NEGATIVE VALUE FOR DENSITY HAS BEEN CHANGED TO 1.E 11 LBM PER INCH CUBE.

VE 0.0000065 ALL VLD 57600. ALL i 11.2E6 ALL CETA 90.0 10 TO 16,19, 20 GMBER RELEASES l 10 STA MON Y Z l i END HOM Y Z OAD 1 '0EAD LOAD BEAMS, HANGER $'

GMBER LOADS

. BEAM WEIGHTS TO 8 FOR Y GLO UN! -1.12

'FOR Y GLO UNI .638

@ TO 16 FOR Y GLO UNI -1.2 P TO 18 FOR Y GLO UNI -1.08

@ FOR Y GLO UN! .45

@ FOR Y CLO UN! .39

@lNT LOADS WCER LOADS FOR Y 425. l FOR Y 400.

FOR v -400.

FOR T -180.

'FOR Y -300.

>FOR Y 25.

9 FOR Y 25.

8 FOR Y 300.

9 FOR Y 25.

6 FOR Y 300. s 9 FOR Y 300. I O FOR Y 25. I L

OAD 2 'X DIRECTION SE!$MIC LOADS' GMBER LCADS

, BEAM WE!GHTS TO 8 FOR X GLO UNI .503 l

• ' PHI DELTA /MPDS

• Monticello Ganged Pipe Support

• JOB 00000043

• 30 0CT-1996 21:08:01

• P00004

• 9 FOR X GLO UN! .287 10 TO 16 FOR X GLO UN! .54 17 TO 18 FOR X GLO UNI .4B8 1R X GLO UNI .203 R X GLO UN! .176 w

JOINT :.0AOS S

S HANGER LOADS S

2 FOR X 103.

3 FOR X 100.

4 FOR X 100.

I 5 FOR X 44 7 FOR X 74.

8 FOR X 6.

S LOAD 3 'Y DIRECTION SEISMIC LOADS' MEMBER LOADS S BEAM WEIGHTS 1 TO 8 FOR Y GLO UNI .337 9 FOR Y GLO UNI .192 10 TO 16 FOR Y GLO UNI .362 17 TO 18 FOR Y GLO UNI .327 19 FOR Y GLO UNI .136 20 FOR Y GLO UNI .118 S

JOINT LOADS S

S HANGER LOADS 2 FOR Y 191.

3 FOR Y 180.

4 FOR Y 180.

5 FOR Y 81.

7 FOR Y 135.

8 FOR Y 12.

SR Y 12.

OR Y 135.

Is FOR Y 12.

14 FOR Y 135.

15 FOR Y 135.

20 F01 Y 12.

S LOAD 4 'Z DIRECTION SEISMIC LOADS' MEMBER LOADS S BEAM WEIGHTS 1 TO 8 FOR X GLO UNI .503 9 FOR X GLO UN! .287 10 TO 16 FOR X GLO UNI .54 17 TO 18 FOR X GLO UNI .488 19 FOR X GLO UN! .203 20 FOR X GLO UN! .176 S

JOINT LOADS S

S HANGER LOADS l

) P;:1,* DELTA /MPOS

• Monticall0**GenBed Pipe Support

• JOB 00000043

• 30 0CT 1996 21:08:01

• P00005

• 3 11 TOR Z 6.

)2 FOR Z 74

)'  % 2 6.

. Z 74.

)5 . J Z 74, i

20 tor Z 3. l 3.

3TIFFNZSS ANALYSIS REDUCE BAND

$NDWIDTH USING-lNITIAL JOINT NUMBERING :

INE MAXIMUM BANDWIDTH IS 4 AND OCCURS AT JOINT 11 fHE AVERAGE BANDWIDTH 15 1.176 fME STANDARD DEVIATION OF THE BANDWIDTH IS 0.809 JANDWIDTH AFTER INTERNALLY RENUMBERING STRUCTURE :

THE MAXIMUM BANDWIDTH IS 2 AND OCCURS AT et0!NT 4 fME AYERAGE BANDWIDTH IS- .

1.176 JHE STANDARD DEV!ATION OF THE'BANDVIDTH IS 0.728 p t DISPLACE REACTIONS FORC?S ALL 1

1 9

PHUDELTA/MPOS

• Monticstto Ganged Pip 2 Support

• Jc3 00000043

• 30 0CT 1996 21:08:01

• P00006

• eeseessee..............

o..

dLTS OF LATE.S.T oeeeeeeeees... ........... ANALYS!$*

O ID - R96 Mont JOB TITLE - Monticello--Ganged Pipe support j STIVE UNITS - LENGTH WElGHT ANGLE TEMPERATURE TIME MASS INCH L8F DEG FAH SEC LBM I l

4 LOADING 1 DEAD LOAD BEAMS, HANGERS MEM8ER FORCES GMBER JOINT / ~ ~ ~ ~ ~ - - - ~ ~ ~ F OR CE " - ~ ~ ~ ~ ~ - ~ ~ ~ // - - - - - - ~ ~ ~ ~ - - - MOME N T - - ~ ~ - " - - - - - - ~ /

AXIAL SHEAR Y SHEAR Z TORSIONAL (CG) BENDING Y BENDING Z 1 4.1873403 1436.9241943 3.8349435 0.0019893 0.0000000 0.0000000 2 A.1873403 1401.0841064 -3.8349435 0.0019893 122.7181931 45408.1328125

! 2 -4.1873403 976.0841675 3.8349435 -0.0019893 122.7181931 45408.1328125

! 3 4.1873403 966.0041504 -3.8349435 0.0019893 .-157.2326965 54147.5312500 3 -4.1873403 566.0041504 3.8349435 -0.0019893 157.2326965 54147.5312500 l 4 4.1873403 -550.3241577 -3.8349435 0.0019893 210.9219055 61961.8281250 4 -4.1873403 150.3241730 3.8349435 0.0019893 210.9219055 -61961.8281250 5 '4.1873403 -143.6041718 -3.8349435 0.0019893 -233.9315643 62843.6132812 5 4.1873403 -36.3958321 3.8349435 0.0019893 233.9315643 -62843.6132812 6 4.1873403 45.3558350 3.8349435 0.0019893 264.6111145 62516.6093750

) 6 0.0266575 -464.0935669 2.8452809 -0.0019893 264.6111145 62504.1445312 5 7 -0.0266575 516.7335815 2.8452809 0.0019893 130.8829193 39454.7031250

) 0.0019893 130.8829193 39454.7031250 7 0.0266575 816.7335815 2.8452809

> 8 0.0266575 836.8935547 2.8452809 0.0019893 79.6678619 24572.0605469 L 8 0.0266575 861.8935547 2.8452809 0.0019893 79.6678619 24572.0605469 T 9 0.0266575 893.2536011 2.8452809 0.0019893 0.0000000 0.0000000

) 9 893.2536011 -0.0266575 2.8452809 0.0000000 0.0019893 0.0000000

) 10 897.0816040 0.0266575 2.8452809 0.0000000 17.0696945 0.1599453 6 6 6.6802244 418.7377319 -4.2139978 12.4646721 0.0000000 0.0000000 8 11 6.6802244 -398.3377380 4.2139978 12.4646721 71.6379623 6945.1416016 L1 .11 6.6802244 373.3377380 4.2139978 12.4646721 71.6379623 -6945.1416016 li 12 6.6802244 363.7377319 4.2139978 12.4646721 105.3499451 9893.4433594

@_ 12 -6.6802244 63.7377434 -4.2139978 12.4646721 -105.3499451 -9893.4433594 6 13 6.6802244 44.5377426 4.2139978 -12.4646721 172.7739105 10759.6474609 0 13 -6.6802244 19.5377445 4.2139978 12.4646721 -172.7739105 10759.6474609 0 14 6.6802244 2.7377431 4.2139978 -12.4646721 231.7698669 10915.5761719 kb 14 6.6802244 297.2622681 4.2139978 12.4646721 231.7698669 -10915.5761,*19 X$ 15 4.6802244 315.2622681 4.2139978 12.4646721 294.9798279 6321.6420898

I

• PHI,-DELTA /MPOS

• Monticello"G:nged Pipe Support

• J08 00000043

• 30 0CT 1996 21:03:01

• P00007

• 15 15 -6.6802244 615.2622641 -4.2139978 12.4646721 -294.9798279 6321.6420698  :

15 16 6.6802244 628.4622803 4.2139973 -12.4646721 341.3338013 -513.8427124 I 16 16 0.0000000 32.4700012 0.0000000 0.0000000 0.0000000 420.4949951 19 0.0000000 30.0699997 0.0000000 0.0000000 0.0000000 -357.9549866 17 609.8732300 517.2266844 2.1502137 56.4527435 71.5732422 18808.2871094 1, 16 609.8732300 442.706665L. -2.1502137 56.4527435 -76.7914963 14309.4130859 18 16 614.0872192 218.2255859 8.8304377 41.8949814 264.5423279 14321.8779297 18 18 614.0872192 318.6655884 8.8304377 -41.8949814 -556.6884155 -10643.5625000 {i 19 18 -318.6655884 614.0872192 8.8304377 556.6884155 -41.8949814 10643.5625000 l 19 21 323.05310C5 614.0872192 -8.8304377 -556.6884155 44.2017937 -4656.2124023 j 20 19 0.0000000 30.0699997 0.0000000 0.0000000 0.0000000 357.9549866 l 20 20 0.0000000 25.0000000 0.0000000 0.000C000 0.0000000 0.0000000 {

)

THE MAXIMUM MEMBER FORCE VALUES ARE AS FotLOWS :

VALUE FOR AXIAL IS = 897.0816040 AND IT UCCURS IN MEMBER 9 AT JOINT 10

-VALUE FOR SHEAR Y IS = 1436.9241943 AND IT OCCURS IN MEMBER 1 AT s0!NT 1 VALUE FOR SHEAR Z IS = -8.8304377 AND IT OCCURS IN MEMBER 18 AT JOINT 18 VALUE FOR TORSION IS = 556.6884155 AND IT OCCURS IN MEMBER 19 AT JOINT 21 VALUE FOR BEND. Y 15 = -556.6884155 AND IT OCCURS IN MCMBER 18 AT JOINT 18 VALUE FOR BEND. Z IS = 62843.6132812 AND IT OCCUR $ IN MEMBER 4 AT JOINT 5 RESULTANT REACTIONS AT SUPPORT JOINTS JOINT- / ~ ~ ~ - ~ ~ ~ ~ - - F OR CE - ~ ~ ~ ~ ~ - - - ~ ~ // ~ ~ ~ - ~ ~ ~ ~ - - - MOME N T ~ - - - - - - - - - ~ ~ /

X FORCE Y FORCE Z FORCE X MOMENT Y MOMENT Z MOMENT 1 GLOBAL 4.1873403 1436.9241943 3.8349435 -0.0019893 0.0000000 0.0000000 10 GLOBAL -0.0266575 897.0816040 2.8452809 -17.0696945 0.0000000 -0.1599453 17 GLOBAL -609.8732300 517.2266846 2.1502137 -56.4527435 -71.5732422 18808.2871094 21 GLc8AL 614.0872192 323.0531006 -8.8304377 44.2017937 556.6884155 -4656.2124023 THE MAXIMUM REACTION VALUES ARF AS FOLLOWS :

VALUE FOR X FORCE IS = 614.0872192 AND IT OCCURS AT JOINT 21 VALUE FOR Y FORCE IS = 1436.9241943 AND IT OCCURS AT JOINT 1  :

VALUE FCA 2 FORCE IS = -8.8304377 AND IT OCCURS AT JOINT 21 l VALUE FOR X MOMENT IS = -56.4527435 AND IT OCCURS AT JOINT 17 l i

VALUE FOR Y MOMENT IS = +556.6884155 AND IT OCCURS AT JOINT 21 VALUE FOR Z MOMENT IS = 18808.2371094 AND IT OCCURS AT JOINT 17 l RESULTANT JOINT DISPLACEMENTS - SUPPORTS l JOINT / ~ ~ ~ --- ~ ~ ~ D I SPLACEMENT "- ~ ~ ~ ~ ~ ~ '// ~ ~ ~ ~ ~ -- - ~ ~ ~ ROT AT I ON " * - - - ~ ~ * - --- / -

X DISP. Y DISP. 2 O!SP. X ROT. Y ROT. 2 ROT.

1 GL"2AL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 10 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 17 GLOBAL- 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 21 GLOBAL' O.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 i

l l-

• • PMI 0 ELTA /MPos

• Monticello"Gmged Pipe support

• J08 00000043

• 30 0CT 1906 21:08:01

• P00008

, RESULTANT J0!NT Ol$ PLACEMENTS FREE JOINTS

/ . - X--OISP.

- -- . . . . . - .0 l SPL ACEME Y DISP. .Z DISP. N T " "" "" -Y"ROT.

--// - " "" "" -"- - ROT AT ION " " - - ' - - - - -" /

Y ROT. Z ROT.

2 GlosAL 0.0000012 0.2290972 0.0014271 0.0000030

-3 CLO8AL -0.0000015 0.0022280 -0.3422931

-0.2787696 -0.0017564 0.0000038 4 GLO8AL 0.0000020 0.0019257 -0.2831972

-0.3355281 -0.0021583 0.0000051 5 GLOBAL 0.0000022 0.0013072 0.1759676 0.3514172 0.002280* 0.0000056

'6 GLO6AL 0.C000025 0.0009870 0.1265830 0.3644546 0.002387J 0.0000064

? A. ORAL - 0.0000025 -0.2730469 0.0C17781 0.0005084 -0.0604415

& 0.0000107 -0.0017220 0.2563500 GLOBAL 0.0000025 -0.1787814 -0.0011568 9 0.0000124 0.0021768 0.3329224 GLOSAL 0.0F J025 -0.0000823 0.0000010 0.0000150 11 GLOBAL 0.L.31596 0.0000000 0.0000359 0.3327689 -0.0023874 0.1186655 12 GLOSAL D.0002317 0.0006968 0.0563253 0.3150371 0.0023S77 0.1376904 -0.0006844 13 wLosAL 0.0003692 0.2701761 0.0023881

-0.0543883 14 0.1844399 0.0006455 0.0505141 GLOSAL 0.0004785 -0.2198847 0.0023885 15 GlosAL

, 0.2273414 0.0005959 -0.0471243 0.0005802 0.1550170 0.0023889 0.2639251

-16 GLO6AL 0.0006421 -0.0005268 -0.0434923

-0.1029333 -0.0023892 0.2729706

'18 GLosAL 0.0015134 0.0000578 0.0000919 0.0004656 -0.0408289 19 0.0000696 0.0355961 0.0382757 GLOBAL 0.0006583 -0.0934127 0.0023892 0.000465(,

20 0.2727511 -0.0408289 GLOCAL 0.0007640 0.0327856 -0.0023892 0.2647081 -0.0004/56 0.0408289 THE MAXIMUM 0!$ PLACEMENT VALUES ARE AS FOLLOWS :

VALUE FOR X TRANS. IS = 0.0015134 AND IT OCCURS AT JOINT 18 VALUE FOR Y TRANS IS = -0.3644546 AND IT OCCURS AT JOINT 6 VALUE FOR Z TRANS. IS = 0.0023892 AND IT OCCURS AT J0 INT 16 VALUE FOR X ROT. IS = 0.2729706 AND IT OCCURS AT J0!NT 16 VALUE FOR Y ROT. IS = -0.0355961 AND IT OCCURS AT JOINT 18 VALUE FOR Z ROT. IS = 0.3422931 AND IT OCCURS AT J0!NT 2 LOA 0!NG - 2 X 0!RECTION SEISMIC LOADS MEMBER FORCES MEMBER' JolNT

/ - - - -.AX1AL

- - - - - - - " - FOR CE - - - - - - - - " " - " "// " - " " " " " - " " " MOME N T " " - - " - - " " - - " - - /

SHEAR Y SHEAR Z TORSIONAL (CG) BEN 0!NG Y BEN 0!NG Z 1 1 -527.4602661 -0.0022981 0.0754576 0.0000392 0.0000000 0.0000000 1- 2 511.3642883 0.0022981 0.0756576 0.0000392 2.4210432 -0.0 n5404 2 1 408.3642883 -0.0022981 -0.0756576 0.0000392 -2.4210432 0.0735404 2- 3 403.8372803 0.0022981 0.0756576 3

40.0000392 3.1019616 0.0942236

3. -303.8372803 0.0022981 -0.0756576 0.0000392 3 4 -3.1019616 0.0942236 296.7952881 0.0022981 0.0756576 -0.0000392 4.1611681 -0.1263976 4 4~ -196.7952728 -0.0022981 -0.0756576 0.0000392 -4.1611681 0.1263976 4- 5 193.7772827 'O.0022981 0.0756576 -0.0000392 4.6151137 -0.1401864 5 5' -149.7772827 -0.0022981 -0.0756576 0.0000392

5. 4.6151137 0.1401864 6 145.7532806 0.0022981 0.0756576 0.0000392 5.2203746 0.1585715 l .l l

l 1

NI .0ELT'A/MPOS

• Monticello"Gmged Pipe Support

• J08 00000043

• 30 0CT 1996 21:08:01

• P0v009

• 6 124.3857880 0.0027770 0.0561331 0.0000392 5.2203746 0.2552606 7 100.7447891 0.0027770 -0.0561331 0.0000392 2.5821207 0.1277418

- 7 26.7447891 0.0027770 0.05o1331 0.0000392 2.5821207 0.1277418 8 17.6907883 0.0027770 -0.0561331 0.0000392 1.5717256 0.0777559 8 -11.6907873 -0.0027770 0.?S61331 0.0000392 1.5717256 0.0777559 9 -2.3932130 0.0027770 0.0561331 0.0000392 0.0000000 0.0000000 9 -0.0027770 2.3932130 0.0561351 0.0000000 -0.0000392 0.0000000 10 0.0027770 4.1152129 0.0561331 0.0000000 0.3367591 19.5252781

) 6 0.i317907 0.0004789 21.3674908 -0.4168321 0.0000000 0.0000000

) 11 -0.1317907 0.0004789 12.1874905 0.4168321 285.2173462 0.0081406 11 0.13179J7 0.00047o9 12.1874905 -0.4168321 -285.2173462 -0.0081406 12 -0.1317907 -0.0004789 7.8674898 0.4168321 365.4372559 0.0119715

? 12 0.1317907 0.0004789 -7.8674898 -0.4168321 365.4372559 0.0119715 l 13 -0.1317907 -0.0004789 -0.7725105 9.4168321 422.1970825 0.0196332 1 13 0.1317907 0.0uv4e; 0.7725105 -0.4168321 422.1970825 0.0196332 1 14 -0.1317907 0.0004789 8.3325109 0.4168321 358.4619446 0.0263372

> 14 0.1317907 0.0004789 8.3325109 0.4168321 -358.4619446 0.0263372

> 15 -0.1317907 0.0004789 16.4325104 0.4168321 172.7242737 0.0335201 i 15 0.1317907 0.0004789 16.4325104 -0.4168321 -172.7242737 -0.0335201 i 16 -0.1317907 0.0004789 -22.3725109 0.4168321 40.7033463 0.C387875 i 16 0.0000000 0.0000000 -3.3680000 0.0000000 20.5279999 0.0000000 i 19 0.0000000 0.0000000 2.2880001 0.0000000 -14.8719997 0.0000000

?

17 -86.6628036 0.2350500 0.1856651 0.0141660 4.6987629 12.5003080

?

16 52.9908028 -0.2350500 0.1856651 0.0141660 8.1121283 3.7181437' l' 16 -27.2502899 0.2355289 -0.3174557 -0.0246215 12.0632191 3.3013117

) 18 -12.1337090 0.2355289 0.317f 557 0.0246215 17.4601650 25.2054977

) 18 0.2355289 -18.1337090 0.3174557 17.4601650 0.0246215 25.2054977

) 21 -0.2355289 20.1129589 0.3174557 17.4601650 3.0705721 -161.2470093

) 19 0.0000000 0.0000000 -2.2880001 0.0000000 14.8719997 0.0000000 j

) 20 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000  ;

1 THf MAXIMUM MEMBER FORCE VALUES ARE AS Fall 0WS .

VALU9 FOR AXtAL IS = -527.4602661 AND IT OCCURS IN HEMBER 1 AT JOINT 1 YALUE FOR SHEAR Y IS = 20.1129589 AND IT OCCURS IN MEMBEP. 19 AT JOINT 21 VALUE FOR SHEAR Z IS = -22.3725109 AND IT OCCURS IN MEMBEi 15 AT JOINT 16 VALUE FOR TORSION IS = 17.4601650 AND IT OCCURS IN MEMBE6 19 AT JOINT 21 VALUE FOR BEND. Y 15 = 422.1970825 AND IT OCCURS IN MEMBER 12 AT JOINT 13 VALUE FOR BEND. 2 !$ = -161.2470093 AND IT OCCURS IN MEMBER 19 AT J0!NT 21 RETULTANT REACTIONS AT SUPPORT JOINTS DINT / " " " - " - - - - " " " F OR CE - - " " " " " " " ' // " " " " " - " " - - - MOME N T " " - " - " - " " " /

X FORCE Y FORCE Z FORCE X MOMENT Y MOMENT Z MOMENT GLO8AL 527.4o02661 -0.0022981 0.0756576 0.0000392 0.0000000 0.0000000 <

D GLO8AL -4.1152129 0.0027770 -0.0561331 0.3367591 0.0000000 -19.5252781 l 7 GLO8AL 86.6628036 0.2350500 -0.1856651 0.0141660 4.6987629 12.5003080 J

) CLOSAL -20.1129589 0.2355289 0.3174557 -3.0705721 17.4601650 161.2470093 THE MAXIMUM REACTION VALUES ARE AS FOLLOWS :

VALUE FOR X FORCE IS = 527.4602661 AND IT OCCURS AY JOINT 1 i

j

• PHI DELTA /MPDS

• Montics!!o--Ganged Pipe SLpport

• J08 00000043

• 30 Oct 1996 21:03:01

• P00010

• VALUE FOR Y FORCE IS e -0.2355289 AND IT OCCURS AT JOINT 21 VALUE FOR Z FORCE IS = 0.3174557 AND IT OCCURS AT JOINT 21 VALUE FOR X MOMENT IS = 3.0705721 AND IT OCCURS AT JOINT 21 VALUE FOR Y MOMENT IS = 17.4601650 AND IT OCCURS AT JOINT 21 VALUE FOR Z MOMENT IS = 161.2470093 AND IT OCCURS AT JOINT 21 RESULTANT JOINT DISPLACEMENTS - SUPPORTS

JOINT / ---- -- ** DISPLACEMENT - -

- // --

-- -- ROTATION - - -- - *- ---- -/

X O!SP. Y DISP. Z DISP. X ROT. Y ROT. Z ROT.

1' GLO8AL - 0.0000000 0.0000000 0.0000000 0.0000000 0.0v.0000 0.0000000 10 GLO8AL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 17 GLOBA:. 0.0000000' O.0000000 0.0000000 0.0000000 0.0000000 0.0000000 21 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 RESULTANT JOINT DISPLACEMENTS FREE JOINTS JOINT /- ---- --- - ----D!$ PLACEMENT--- - --- - -// - -- ---------- ROTATION ---- --- ---------/.

X DISP. Y DISP. 2 DISP. X ROT. Y ROT. 2 ROT.

l

!2 GLOBAL 0.0001455 0.0000001 0.0000282 0.0000001 -0.0000440 -0.0000003 3 GLOBAL 0.0001775 0.0000001 0.0000347 -0.0000001 0.0000380 -0.0000004 4 GLO8AL. 0.0002143 -0.0000002 0.0000426 -0.0000001 -0.0000258 -0.0000006 5 GLOBAL 0.0002245 .-0.0000003 0.0000450 0.0000001 0.0000195 0.0000007 6- GLO8AL 0.0002349 0.0000004 0.0000471 0.0000001 0.0000100 -0.0000008 i 7 GLOBAL '0.0002812 0.0000005 0.0000351 0.0000002 0.0000340 0.0000004 l 8 GLOBAL 0.0002847 -0.0000004 0.0000228 -0.0000002 0.0000429 0.0000006 l 9 . GLOBAL 0.0002858' O.0000000- 0.0000000 0.0000003 0.0000000 0.0039971 l 11 GLOBAL 0.0003323 0.0000209 0.0000471 -0.0000689 -0.0000388 -0.0056202 l 12 GLO8AL 0.0003567 0.0000305 0.0000471 0.0000689 0.0000072 -0.0072355

! 13 GLOBAL 0.0003563 0.0000497 0.0000471 -0.0000608 0.0001206 0.0084898 i l 14' GLOBAL -0.0002998 -0.0000665 0.0000471 -0.0000687 0.0002184 0.0074260 GLOBAL 0.0001856 0.0000845 0.0000471 -0.0000686 0.0002908 0.0040477 GLOBAL 0.0000735 -0.0000977 0.0000471 -0.0000685 0.0003045 0.0000985

'~ . GLOBAL 0.0000800 0.0000000 -0.0000109 0.0000920 0.0009535 0.0003323 19 GLOSAL 0.0000644 -0.0001000 0.0000471 0.0000685 0.0003039 0.0002063 (

l- 20 GLO8AL. 0.0000030 0.0001156 0.0000471 -0.0000685 0.0002928 -0.0010812 THE MAXIMUM DISPLACEMENT VALUES ARE As FOLLOWS :

VALUE FOR X TRANS.15 = 0.0003567 AND IT OCCURS AT JOINT 12 VALUE FOR Y TRANS. !$ = 0.0001156 AND IT DCCURS AT JOINT 20 VALUE FOR Z TRANS. IS = 0.0000471 AND IT OCCURS AT JOINT 16 VALUE FOR X ROT. 15 = 0.0000920 AND IT DCCURS AT JOINT 18 i VALUE FOR Y ROT. 15 = 0.0009535 AND 2T DCCURS AT Jol&T 18 l VALUE FOR Z ROT. IS = 0.0084898 AND IT OCCURS AT J0!LT 13 1.

I

l. . LOADING - L. Y-DIRECTION SE!SMIC LOADS l

l 1

i f

l i

1 1

- _ _ _ _ _ _ _ _ _ J

.* PHf CELTA/MPDS

• Monticello'Gariged Pipe Support

• JOB 00000043

• 30 0CT 1996 21:08:01

• P00011 P!M8ER PORCES

e. JR JOINT / - " " - ~ ~ ~ - - -

AXfAL FSHEAR OR CY E " " " - "SHEAR

" - " "2 - - - // ' - - " - - " - " - - - - HOM E N T " " " " - - - - - ~ ~ /

TOR $!ONAL(CG) *iN0 LNG Y BENDING 2 1 1 1.7442547 -629.4058228 -1.5929507 1 2 0.0008263 0.0000000 0.0000000

-1.7442547 618.6218262 1.5929507 -0.0008263 2 2 1.7442547 50.9744225 19968.4433594

-427.6218262 1.5929507 0.0008263 2 3 -1.7442547 -50.9744225 19968.4433594 424.5888367 1.5929507 -0.0008263 3 3 1.7442547 -244.5888214 65.3109741 23803.3906250 3

-1.5929507 0.0008263 -65.3109741

, 4 -1.7442547 239.8708344 1.5929507 23803.3906250 4 4 -0.0008263 87.6122894 27194.6074219 1.7442547 -59.8708267 -1.5929507 4 5 0.0008263 87.6122894 27194.6074219

-1.7442547 57.8488274 1.5929507 5 5 -0.0008263 97.1699905 -27547.7675781 1.7442547 23.1511726 -1.5929507 5 6 0.0008263 -97.1699905 27547.7675781

-1.7442547 25.8471737 1.5929507 -0.0008263 6 6 -0.0111043 109.9135971 -27351.7734375 207.9871216 1.1818666 0.0008263 6 7 0.0111043 -109.9135971 27346.1582031

-223.8261261 -1.1818666 -0.0008263 7 7 0.0111043 358.8261108 1.1818666 54.3658638 -17198.5468750 7 8 0.0008263 -54.3658638 17198.5468750 0.0111043 364.8921204 -1.1818666 8 8 -0.0008263 33.0922661 -10685.0839844 0.0111043 376.8921204 1.1818666 8 9 0.0008263 33.0922661 10685.0839844 0.0111043 -386.3281250 -1.1818666 9 9 -0.0008263 0.0000000 0.0000000 38o.3281250 0.0111043 1.1818666 0.0000000 9 10 -387.4801331 -0.0008263 0.0000000 0.0111043 1.1818666 0.0000000 -7.0903735 10 6 7.7748172 -182.1399536 0.0666259 1.7553591 5.6145458 0.0000000 10 11 -2.7748172 175.9859467 0.0000000 11

-1.7553591 5.6145458 -29.8411045 -3044.0700684 11 2.7748172 -163.9859467 11 1.7553591 -5.6145458 29.8411045 3044.0700684 12 2.7748172 161.0899506 1.7553591 5.6145458 -43.8839760 12 12 2.7748172 -26.0899506 4344.3735352 1.7553591 -5.6145458 43.8839760 12 13 -2.7748172 20.2979507 4344.3735352 13

-1.7553591 5.6145458 -71.9697189 -4715.4770508 13 2.7748172 -8.2979507 1.7553591 -5.6145458 71.9697189 13 14 2.7748172 3.2299511 4715.4770508 14

-1.7553591 5.6145458 -96.5447464 4796.1723633 14 2.7748172 131.7700500 1.7553591 -5.6145458 96.5447464 14 15 -2.7748172 -137.2000427 4796.1723633 1's

-1.7553591 5.6145458 -1?2.8751373 2778.8964844 15 2.7748172 272.2000427 1.7553591 -5.6145458 122.8751373 16 -2.7748172 2778.8964844

-276.1820374 1.7553591 5.6145458 -142.1840820 16 0.0000000 14.2580004 237.2049713 0.0000000 0.0000000 0.0000000 -193.7630005 io 19 0.0000000 13.5340004 17 0.0000000 0.0000000 0.0000000 165.9709930 17 253.4799805 -214.6959686 17

-0.8971166 24.9421005 29.8209286 -7907.9951172 16 -253.4799805 192.1329651 18 0.8971166 24.9421005 32.0801201 -6127.6030273 16 255.2353363 98.3070831 18

-3.6719339 18.4998779 110.1039658 6133.2172352 18 255.2353363 -128.7180786 19 3.6719339 18.4998779 231.3858795 4423.4526367 18 128.7180786 -255.2353363 3.6719339 -231.3858795 18.4998779 19 21 -130.0440826 4423.4526367 255.2353363 3.6719339 231.3858795 17.3014793 20 19 0.0000000 1934.9080811

-13.5340004 0.0000000 0.0000000 0.0000000 20 20 0.0000000 -165.9709930 12.0000000 0.0000000 0.0000000 0.0000000 0.0000000

_THE MAXIMUM MEMBER FORCE VALUES ARE AS FOLLOWS :

VALUE FOR AXIAL IS = 387.4801331 AND IT OCCURS IN MEMBER 9 AT J0!NT 10 VALUE FOR SHEAR Y IS = -629.4058228 AND IT OCCURS IN MEM8ER 1 AT JOINT 1 VALUE FOR SHEAR 2 IS = 3.6719339 AND IT OCCURS IN MEMBER 18 AT JOINT 18 VALUE FOR TORSION IS = 231.3858795 AND IT OCCURS IN MEMBER 19 AT JOINT 21 VALUE FOR BEND. Y IS = 231.3858795 AND IT OCCURS IN MEM8ER 18 AT JOINT 18 VALUE FOR BEND Z IS = -27547.7675781 AND IT OCCURS IN MEMBER 4 AT JOINT 5

(_

l 8 FWl DELTA /MPOS

• Monticallo'Gmged Pipe Support

• JOB 00000043

• 30 0CT 1996 21:08:01

• P00012

• l

! RESULTANT REACTIONS AT SUPPORT J0!NTS JOINT / ' - - " " - " " " - F OR CE " ' " - - - - " " // - " - " - - - - - - - MON E N T - " - " * " - - " " " " /

X FORCE Y FORCE 2 FORCE X MONENT Y MOMENT Z MOMENT 1 Gl08AL 1.7442547 -629.4058228 -1.5929507 0.0008263 0.0000000 0.0000000 10 GLOBAL 0.0111043 -387.4801331 -1.1818666 7.0903735 0.0000000 0.0666259 17 GLOBAL 253.4799805 -214.6959686 0.8971166 24.9421005 29.8209286 -7907.9951172 21 GLOBAL -255.2357363 -130.0440826 3.6719339 17.3014793 231.3858795 1934.9080811 THE MAXIMUM REACTION VALUES ARE AS Foll0WS :

VALUE FOR X FORCE IS = 255.23533o3 AND IT OCCURS AT JOINT 21 VALUE FOR Y FORCE IS = -629.4058228 AND !T OCCURS AT J0!N1 1 VALUE FOR Z FORCE IS = 3.6719339 AND !T OCCURS AT J0!NT 21 VALUE FOR X MOMENT IS = 24.9421005 AND IT OCCURS AT JOINT 17 VALUE FOR Y MOMENT IS = 231.3858795 AND IT OCCURS AT J0!NT 21 VALUE FOR Z MOMENT IS = 7907.9951172 AND IT OCCURS AT JOINT 17 RESULTANT JOINT DISPLACEMENTS - SUPPORTS JolNT l-- -*------ ---- DISPLACEMENT------ - ~-----//---*--- - -- --- *-ROTATION--- -=---- - -----/

X DISP. Y DISP. 2 DISP. y ROT. Y ROT. 2 ROT.

1 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 10 GLO9AL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 l 17 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 1 21 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 RESULTANT J0!NT DISPLACEMENTS - FREE JOINTS J0!NT / " " " " - - - - ~ - - - D ! S P LMEME N T " - - - " " " - - " - //' " " " " - - " - - " - ROT AT I ON " - - - ' - - '" - - - /

X DISP. Y DISP. Z DISP. X ROT. Y ROT. Z ROT.

2 GLOBAL -0.0000005 0.'003292 0.0005928 -0.0000012 -0.0009255 0.1498058 3 GLOBAL -0.0000006 0.1220599 0.0007296 0.0000016 -0.0007999 0.1238242 4 GLOBAL -0.0000008 0.1468492 0.0008965 -0.0000021 -0.0005430 0.0767311 5 GLOBAL -0.0000009 0.1537693 0.0009471 0.0000023 -0.0004100 0.0550703 6 GLOBAL -0.0000011 0.1594240 0.0009915 -0.0000027 -0.0002112 0.0261055 7 GLOBAL 0.0000010 0.119278e 0.0007386 0.0000045 0.0007153 0.1123419 8 GLO8AL -0.0000010 0.0780714 0.0004805 -0.0000051 0.0009042 -0.1454617 9 GLO8AL -0.0000010 0.0000356 0.0000004 -0.0000062 0.0000000 -0.0000150 11 GLOBAL -0.0000664 0.1452614 0.0009917 -0.0529306 0.0002979 0.0242052 l 12 GLOGAL 0.0000964 0.1373611 0.0009918 -0.06121'64 0.0002927 0.0233109 13 GLOBAL 0.0001535 0.1174384 0.0009920 -0.0817681 0.0002765 0.0215:23 16 GLOBAL -0.0001989 0.0951688 0.0009921 -0.1005837 0.0002559 0.0199573 15 GLOGAL -0.0002412 0:0664869 0.0009923 -0.1166477 0.0902271 0.01828C5 16 GLOBAL 0.0002669 0.0434727 0.0009924 -0.1206046 0.J002016 0.0170508

} PHI-DELTA /MPor

• Monticsito"Giriged Pipe Support

• JOB 00000043

• 30-0CT 1996 21:08:01

• P00012 *

' RESULTANT REACTIONS AT SUPPORT JOINTS g! 7

/ . . . . . . . . . . . . . . . . . . . . F OR C E - - - - - - " - " - " " - - // - " " " " - " - " " MOME N T " " " " " ~ " - ~ ~ /

X FORCE Y FORCE Z FORCE X MONENT Y MOMENT Z MOMENT GLOBAL 1.7442547 -629.4058228 -1.5929507 0.0008263 0.0000000 0.0000000

@ GLOBAL 0.0111043 387.4801331 1.1818666 7.0903735 0.0000000 0.0666259 P CLOBAL 253.4799805 214.6959686 -0.8971166 24.9421005 29.8209286 -7907.9951172 1 GLOBAL 255.2353363 130.0440826 3.6719339 -17.3014793 231.3858795 1934.9080811 THE MAXIMUM REACTION VALUES ARE AS FOLLOWS :

VALUE FOR X FORCE IS = 255.2353363 AND IT OCCURS AT JOINT 21 VALUE FOR Y FORCE IS = 629.4058228 AND IT OCCURS AT JOINT 1 VALUE FGR Z FORCE IS = 3.6719339 AND IT CCCURS AT JOINT 21 VALUE FOR X MOMENT ls = 24.9421005 AND IT OCCURS AT JOINT 17 VALUE FOR Y MOMENT IS = 231.3858795 AND IT OCCURS AT JOINT 21 VALUE FOR Z MOMENT IS = 7907.9951172 AND IT OCCURS AT JOINT 17 RESULTANT JOINT O!SPLACEMENTS - SUPPORTS

@lNT / - - - ~ ~ - -- - - ~ D I SPLACEME N T ------- ~ ~ ---// ~ " ~ ~ -- - ~ ~ - ROT AT I ON " " - - ~ - " " -- --/

X DISP. Y DISP. Z OlSP. X ROT. Y ROT. Z ROT.

CLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

'@ GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 7 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 li GLO8AL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 RESULTANT JOINT DISPLACEMENTS - FREE JOINTS

@!NT / ~ ~ " - - -- - -- - - D I SPLACEMEN T - ~ ~ ~ - - - - " - ~ // -" " - ~ ~ ~ - - " " ROT AT 10N ' ~ ~ - - " - - " - ~ ~ /

X DISP. Y O!SP. 2 DISP. X ROT. Y ROT. 2 ROT. j I

} GLOBAL 0.0000005 0.1003292 0.0005928 -0.0000012 0.0009255 0.1498058 I I

) GLOBAL -0.0000006 0.1220599 0.0007296 -0.0000016 0.0007999 0.1238242

) GLOBAL -0.0000008 0.1468492 0.0008965 0.0000021 0.000$430 0.0767311

) Gl.08AL -0.0000009 0.1537693 0.0009471 0.0000023 -0.0004100 0.0550703

) GLO8AL -0.0000011 0.1594249 0.0009915 -0.0000027 0.0002112 0.0241055 l

?

GLO8AL 0.0000010 0.1192780 0.0007386 -0.0000045 0.0007153 -0.1143419 l

) GLOSAL -0.0000010 0.0780714 0.0004805 -0.0000051 0.0009042 -0.1454617 )

) GLOBAL 0.0000010 0.0000356 0.0000004 0.0000062 0.0000000 0.0000150 (

11 GLO8AL -0.0000664 0.1452614 0.0009917 -0.0529306 0.0002979 0.0242052 l 12 GLOBAL 0.0000964 0.1373611 0.0009918 -0.0512764 0.0002927 0.0233109 19 GLOBAL 0.0001535 0.1174384 0.0009920 0.0817681 0.0002765 0.0215223

)4 GLOBAL 0.0001989 0.0951688 0.0009921 0.1005837 0.0002559 0.0199573

)5 GLOBAL 0.0002412 0.0664869 0.0009923 -0.1166477 0.0002271 0.0182805 G GLOBAL -0.0002669 0.0434727 0.0009924 -0.1206046 0.0002016 0.0170508

• 18H,l DELTA /MPOS

• Monticet to GInged Pipe Support

• J0G 00000043

• 30 0CT-1996 21:08:01

• P00013

• l 18 ClosAL 0.0006290 0.0000274 0.0000327 0.0000362 0.0147857 0.0159068 1 19 GLOBAL 0.0002739 0.0392653 0.0009924 0.1205031 0.0002016 0.0170508 20 , GLOBAI. 0.0003196 0,0125122 0.0009924 0.1167328 .0.0002016 0.0170508 if MAXIMUM DISPLACEMENT VALUES ARE AS FOLLOWS :

I VALUE FOR X TRANS. IS = -0.0006290 AND IT OCCURS AT JOINT 18 VALUE FOR Y TRANS. IS = 0.1594249 AND IT OCCURS AT J0!NT 6 VALUE FOR Z TRANS. IS = 0.0009924 AND IT OCCURS AT JOINT 16 VALUE FOR X ROT. IS = -0.1206046 AND IT OCCURS AT JOINT 16 VALUE NR Y ROT. IS = 0.0147857 AND IT OCCURS AT J0!NT 18 VALUE FOR Z ROT. IS = 0.1498058 AND IT OCCURS AT J0!NT 2 LOADING - 4 2-DIRECTION SE!SMIC LOADS MEMBER FORCES MEMBER JOINT / ~ - - - " - ~ ~ F OR C E ~ ~ ~ - ~ ~ - - ~ ~ // ~ - - - - ~ - - - ~ ~ MOMEN T - - - - " " ~ - - - - - ~ /

AXIAL SHEAR Y SHEAR Z TOR $10NAL(CG) BENDING Y BENDING Z 1 1 88.4032059 0.0695056 102.2982025 0.0530639 0.0000000 0.0000000 1 2 72.3072052 0.0695056 102.2982025 0.0530639 3273.5424805 2.2241805 2 2 -72.3072052 -0.0695056 -102.2982025 0.0530639 -3273.5424805 2.2241805 2 3 67.7802048 0.0695056 102.2982025 -0.0530639 4194.2260742 -2.8497314 3 3 -67.7802048 0.0695056 -102.2982025 0.0530639 -4194.2260742 7.8497314

, 3 4 60.7382050 0.0695056 102.2982025 -0.0530639 5626.4008789 -3.8228104 4 4 60.7382050 0.0695056 -102.2982025 0.0530639 5626.4008789 3.8228104 4 5 57.7202034 0.0695056 102.2982025 -0.0530639 6240.1904297 -4.2398443 5 5 57.7202034 -0.0695056 -102.2982025 0.0530639 6240.1904297 4.2398443 5 6 53.6962013 0.0695056 102.2982025 0.0530639 7058.5756836 -4.7958894 6 6 -46.7661972 0.0632777 75.8986664 0.9530639 7058.5756836 -5.8848300 7 23.1251965 0.06?2777 75.8986664 -0.0530639 3491.3386230 2.9107761 7 -23.1251965 -0.0632777 75.8986664 0.0530639 -3491.33862 M -2.9107761

. ) 8 14.0711966 0.0632777 75.8986664 -0.0530639 2125.1625977 1.7717768 8 8 -14.0711966 *

-0.0632777 75.8986664 0.0530639 -2125.1625977 -1.7717768

! 8 9 0.0128043 0.0632777 75.8986664 -0.0530639 0.0000000 0.000000) 9 9 0.0632777 -0.0128043 75.8986664 0.0000000 0.0530639 0.0000000 9 10 0.0632777 1.7348043 75.8986664 0.0000000 455.3389282 5.2428255 10 6 178.1968689 -0.0062279 6.9300051 10.6807194 0.0000000 0.0000000 10 11 -178.1968689 0.0062279 2.2499952 10.6807194 39.7800865 -0.1058743 11 11 172.1968689 0.0062279 2.24W952 -10.6807194 -39.7800865 0.1058743 11 12 -172.1968689 0.0062279 6.5699954 10.6807194 4.5001249 -0.1556975 12 '12 98.1968689 -0.0062279 6.5699954 -10.6807194 -4.5001249 0.1556975 i

12 13 98.1968689 0.0062279 -15.2099953 10.6807194 -169.7398071 0.2553440

- 13 13 92.1968689' 0.0062279 15.2099953 -10.6807194 169.7398071 0.2553440-13 14 - -92.1968689 0.0062279 22.7699966 10.6807194 -435.5997620 0.342$346

14 14 18.1968651 -0.0062279 22.7699966 -10.6807194 433.5997620 0.3425346 14 15 -18.1968651 0.0062279 -30.8699970 10.6807194 -837.8997192 -0.4359531 15 15 55.8031349 0.0062279 30.8699970 -10.6807194 837.8997192 0.4359531 15 16 53.8031349 0.0062279 -36.8099976 10.6807194 1210.1396484 0.5044600 16 16 3.0000000 0.0000000 3.3680003 0.0000000 20.52799v9 0.0000000 k

e PNI DELTA /MPDS

• Monticello Ginged Pipe Support

• JOB 00000043

• 30 0CT-1996 21:03:01

• P00014

• 16 19 -3.0000000 0.0000000 2.2560001 0.0000000 14.8719997 0.0000CW I 17 17 236.9746246 1.3532050 51.0591688 -0.0909898 1764.4357910 -76.3112P 17 16 203.3026123 1.3532050 51.0591888 0.0909898

'

• 1758.6481934 *17.0599403 16 163.1246185 1.3594329 7.7439461 n.4134702 -569.0366211 27.7406597 18 117.7406235 1.3594329 7.7439461 0.4134702 151.1503601 154.1679230

e. 18 1.3594329 117.7406235 7.7439461 151.1503601 -0.4134702 154.1679230 19 21 1.3594329 115.7613754 7.7439461 151.1503601 -75.0900040 984.1542969 20 19 3.0000000 0.0000000 -2.2880001 0.0000000 14.8719997 0.0000000 20 20 3.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 THE MAXIMUM MEM8ER FORCE VALUES ARE AS FOLLOWS :

VALUE FOR AMIAL IS = 236.9746246 AND IT OCCURS IN MEMBER 17 AT JOINT 17 VALUE FOR SHEAR Y IS = 117.7406235 AND IT OCCURS IN MEMBER 19 AT JOINT 18 l VALUE FOR SHEAR Z !$ = 102.2982025 AND IT OCCURS IN MEMBER 1 AT JOINT 2 l VALUE FOR TORSION 15 = -151.1503601 AND IT OCCURS IN MEMBER 19 AT JOINT 21 VALUE FOR BEND. Y 15 =

• 7058.5756836 AND IT OCCURS IM MEMBER 5 AT JOINT 6 VALUE FOR BEND. Z IS = 984.1542969 AND IT OCCURS IN MEMBER 19 AT JOINT 21 RESULTANT REACTIONS AT SUPPORT JOINTS

! JOINT / - ~ ~ " " - - - " " - F OR CE " " " " " ~ ~ " // - ~ ~ ~ ~ - - - - - - MOME N T ' - - - - - " " " - - ~ - -/

X FORCE Y FORCE Z FORCE X MOMENT Y MOMENT Z MOMENT 1 GLOBAL -88.4032059 -0.0695056 -102.2982025 0.0530639 0.0000000 0.0000000 10 GLOBAL 1.7348043 0.0637777 75.8986664 455.3389282 0.0000000 5.2428255 17 GLOBAL 236.9746246 1.3532050 -51.0591888 -0.0909898 1764.4357910 -76.3112030 l

21 GLOBAL 115.7613754 1.3594329 -7.7439461 75.0900040 -151.1503601 984.1542969 THE MAXIMUM REACTION VALUES ARE AS Fot. LOWS :

VALUE FOR X FORCE IS = -236.9746246 AND IT OCCURS AT JOINT 17 VALUE FOR Y FORCE IS = 1.3594329 AND IT OCCURS AT JOINT 21 VALUE FOR Z FORCE IS = -102.2982025 AND IT OCCURS AT J0!NT 1 VALUE FOR X MOMENT IS =- 455.3389282 AND IT OCCURS AT JOINT 10 VALUE FOR Y MOMENT IS = 1764.4357910 AND IT OCCURS AT JOINT 17 VALUE FOR Z MOMENT IS = 984.1542969 AND IT OCCURS AT JOINT 21 RESULTANT J0!NT DISPLACEMENTS - SUPPORTS JOINT /- " - - "" " - ~ ~ -D I SPLACEME NT - - - ~ ~ " - " " "// ~ - ~ ~ - - - ~ - - - - - ROT AT I ON " - ' " " " " " - - - -/

X DISP. Y DISP. 2 DISP. X ROT. Y ROT. Z ROT.

1 GLOSAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000

, 10 GLOBAL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 17 Gt,08AL 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 21 GLOSAL 0.0000000 0.0000000 -0.0000000 0.0000000 0.0000000 0.0000000 RESULTANT J0lNT DISPLACEMENTS - FREE J0!NTS

• PN! 0 ELTA /MPOS

• Monticello" Ganged Pipe support

• J0G 00000043

• 30 0CT 1996 21:08:01

• P00015

• JolNT

/ " "X"DISP. "" "" .D I S PLACE Y DISP.

ME N ZTDISP.

" """ " " " " //X"ROT.

" " " " "" * " ROT A f l 0N " " " ' " ' ' - /

, Y ROT. Z ROT.

GLOBAL 0.0000225 0.0000001 0.0380694 0.0000790 0.0594329 3 -0.0000031 GLOBAL 0.0000280 0.0000005 0.0468528 0.0001012 0.0513683 4 Gl08AL 0.0000061 0.0000359 0.0000027 0.0575725 0.0001357 0.0348708 5 -0.0000122 GLO8AL 0.0000390 0.0000041 0.0608213 0.0001505 0.0263274 0.0000154 6 GLO8AL 0.0000429 0.0000066 0.0636732 0.0001703 7

0.0135614 -0.0000202 GLO8AL 0.0000573 0.0000105 0.0474310 0.0002863 0.0459361 0.0000071 8 GLO8AL- 0.0000602 -0.0000073 0.0308580 0.0003307 0.0580669 0.0000126 9 GLOBAL 0.0000619 0.0000000 0.0000279 0.0003998 0.0000000 0.0007905 11 GLO6AL 0.0001355 0.0001257 0.0636856 0.0004455 0.0000675 -0.0054755 12 GLo8AL 0.0001638 0.0001878 0.0636912 0.0004452 0.0000640 -0.0070134 13 GLO8AL 0.0001946 0.0003121 0.0636977 0.0004443 0.0000839 0.0081133 14 GLO8AL 0.0002027 0.0004205 0.0637029 0.0004431 0.0001558 0.0069143 15 GLO8AL 0.0002109 0.0005363 0.0637041 0.0004414 -0.0003203 -0.0033912 16 GLO8AL 0.0002318 0.0006209 0.0637015 0.0004400 -0.0005163 0.0006643 18 GLO8AL 0.0004310 0.0000003 0.0002673 -0.0022547 0.0497344 0.0020844 19 GLOBAL 0.0002513 0.0006362 0.0637016 0.0004400 -0.0005170 0.0005565 20 GLOBAL 0.0003762 0.0007361 0.0637021 0.0004400 -0.0005281 0.0003184 THE MAXIMUM O!SPLACEMENT VALUES ARE AS FOLLOWS :

VALUE FOR X TRANS !$ = 0.0004310 AND IT OCCURS AT J0!NT 18 VALUE FOR Y TRANS. IS = 0.0007361 AND IT OCCURS AT JOINT 20 VALUE FOR Z TRANS. IS = l 0.0637041 AND IT OCCURS AT JOINT 15 VALUE FOR X ROT. IS = -0.0022547 AND IT OCCURS AT JolNT 18 l VALUE FOR Y ROT. 15 = -0.0594329 AND IT OCCURS AT JOINT 2 l VALU' FOR Z ROT. IS = -0.0081133 AND IT VCCURS AT JOINT 13 1

l l

f i

t

l

(_* P.1k DELTA /MPCs_* Monticatto Ganged Pipe Support

• J03 00000043

• 30 0CT 1996 21:08:01

• P00016

• SECTIONS FR WS 2 0, 1.

S SAVE

^'

COMs 100 'DW' RMS 1 alNE 100 b . . .

LOAD COMB 101 'SEIS SRSS' F.Ms 2 3 4 F.S COM81NE 101

.S LOAD LIST 100,101 GENERATE RESULTS-LOAD COM8! 200 ' ABSOLUTE DWSEIS' -

COM81NE 100 1.0 101 1.0 COM8!NE ALL-OUTPUT SY MEMBER LIST D!$ PLACE REACTIONS FORCES ALL l

l-l l

i-I f

[.

L s

- _-_---_____-______.___._.,._u

• THl*0EL'TA/MP05

• Mont!:stle G mged Pipe Support

• J08 00000043 e 30 Oci 1996 21:08:01

• P00017

• l

eeeeeeeeee............

• n.,JLTS OF LATEST ANALYSIS' eesseeeesee....ee...........

-JOB 10 - R96 Mont JOB TITLE Monticello Ganged Pipe Support ACTIVE UNITS - LENGTH WEIGHT ANGLE TEMPERATURE TIME MASS INCH .LBF DEG FAH SEC LBM l

l MEMBER FORCES

.MEM8ER ' LOADING JOINT / - - - * - - -

• F OR CE S - - - - - - -

// - - - - - - - - - - - - - MOME N T S - - - - - - - - - - -/

l AXIAL SHEAR Y SHEAR Z TOR $!ON(CG) MOMENT Y MOMENT Z

! 1 1 I

100 1 4.1873403 1436.9241943 3.8349435 0.0019893 0.0000000 0.0000000 l

2 4.1873403 1401.0841064 3.8349435 0.0019893 122.7181931 45408.1328125 l i

l 101 1 534.8200684 629.4058228 102.3106308 0.0530704 0.0000000 0.0000000 2 516.4541016 618.6218262 102.3106308 0.0530704 3273.9401855 19968.4433594 200 .1 539.0073853 2066.3300781 106.1455765 0.0550596 0.0000000 0.0000000

'2 520.6414185 2019.7059326 106.1455765 0.0550596 3396.6584473 65376.5781250 2

100 2 4.1873403 976.0841675 3.8349435 0.0019893 122.7181931 45408.1323125 3 4.1373403 966.0041504 3.8349435 0.0019893 157.2326965 54147.5312500 101 2 414.7200928 427.6218262 102.3106308 0.0530704 3273.9401855 19968.4433594 3 409.4896240 424.5888367 102.3106308 0.0530704 4194.7358398 23803.3906250 200 2~ 418.9074402 1403.7060547 106.1455765 0.0550596 3396.6584473 65376.5781250 3 413.6769714 1390.5930176 106.1455765 0.0550596 4351.9687500 77950.9218750 100 3 4.1873403 566.0041504 3.8349435 0.0019875 157.2326965 54147.5312500 4 4.1873403 550.3241577 3.8349435 0.0019893 210.9219055 61961.8281250 101 3~ 311.3106079 244.5888367 102.3106308 0.0530704 4194.7358398 23803.3906250 4 302.9515076 239.8708344 102.3106308 0.0530704 5627.0844727 27194.6074219 200 3 315.4979553 810.5930176 - 106.1455765 0.0550596 4351.9687500 77950.9218750 4 307.1388550 790.1950073 106.1455765 0.0550596 5838.0063477 89156.4375000 100 4 4.1873403 150.3241730 3.8349435 0.0019893 210.9219055 61961.8281250 9 4.1873403 143.6041718. 3.8349435 0.0019893 233.9315643 62843.6132812 101 4 205.9624939 59.8708687 102.3106308 0.0530704 5627.0844727 27194.6074219 5 202.1986694 57.8488693 102.3106308 0.0530704 6240.9487305 27547.7675781 200 4 210.1498413 210.1950378 106.1455765 0.0550596 5838.0063477 89156.4375000 5 206.3860168 201.4530334 106.1455765 0.0550596 6474.8803711 90391.3828125 1

5'

.100 5 4.1873403 36.3958321 3.8349435 0.0019893 233.9315643 6 843.6132812 6 4.1873403 45.3558350 3.8349435 0.0019893 264.6111145 62516.6093750 101 5 160.5238190 23.1512775 102.3106308 0.0530704 6240.9487305 27547.7675781 6 155.3394470: 25.8472672 102.3106308 0.0530704 7059.4335938 27351.7734375 200 5 164.7111664 59.5471115 106.1455765 0.0550596 6474.8803711 90391.3828125 l

l l

1 I

• ' PHI *0 ELTA /MPos

• Monticatto" G mged Pipe support

• J00 00000043

• 30-oci-1996 21:08:01

• P00018

• 6 159.5267954 71.2031021 106.1455765 0.0550596 7324.0449219 89868.3828125 6

~

100 6 0.0266575 464.0935669 2.8452809 0.0019893 264.6111145 62504.1445312 i 7 0.0266575 516.7335815 2.8452809 0.0019893 130.8829193 39454.7031250 l 101 6 132.8868103 207.9871368 75.9078903 0.0530704 7059.4335938 27346.1582031  !

7 103.3648224 223.8261261 75.9078903 0.0530704 3491.7626953 i

200 6 132.9134674 672.0806885 78.7531738 0.0550596 7324.0449219 17198.5468750 89850.3046875

)

1 l 7 78.7531738 103.3914795 740.5596924 0.0550596 3622.6455078 56653.2500000 7

100 7 0.0266575 816.7335815 2.8452809 0.0019893 130.8829193 39454.7031250 8 0.0266575 836.8935547 2.8452809 0.0019893 79.6678619 24572.0605469 101 7 35.3561668 358.8261108 75.9078903 0.0530704 3491.7626953 17198.5468750 1 8 22.6044827 364.8921204 75.9078903 0.0530704 2125.4208984 10685.0839844 200 7 35.3828239 1175.5596924 78.7531738 0.0550596 3622.6455078 56653.2500000 l

8 22.6311398 1201.7856445 78.7531738 0.0550596 2205.0888672 35257.1445312

' 8 100 8 0.0266575 861.8935547 2.8452809 0.0019893 79.6678619 24572.0605469 9 0.0266575 893.2536011- 2.8452809 0.0019893 0.0000000 0.0000000 101 8 18.2940769 376.8921204 75.9078903 0.0530704 2125.4208984 10685.0839844 9 2.3932731 386.3281250 75.9078903 0.0530704 0.0000000 0.0000000 200 8 18.3207340 1238.7856443 78.7531738 0.0550596 2205.0888672 35257.1445312 i

9 2.4199307 1279.5817871 78.7531738 0.0550596 0.0000000 0.0000000 9

100 9 893.2536011 0.0266575 2.8452809 0.0000000 0.0019893 0.0000000 10 897.0816040 0.0266575 2.8452809 0.0000000 17.0696945 0.1599453 101 9 386.3281250 2.3932731 75.9078903 0.000 WOO 0.0530704 0.0000000 10 387.4801331 4.4659429 75.9078903 0.0000000 455.3942566 20.2170258 200 9 1279.5817871 2.4199307 78.7531738 0.0000000 0.0550596 0.0000000 10 1284.5617676 4.4926004 78.7531738 0.0000000 472.4639587 20.3769703 10 100 6 6.6802244 418.7377319 4.2139978 12.4646721 0.0000000 0.0000000 11 6.6802244 398.3377380 4.2139978 12.4646721 71.5379623 6945.1416016 l

101 6 178.2185211 182.1399536 22.5316658 12.0737171 0.0000000 0.0000000 11 178.2185211 175.9859467 12.5171356 12.0737171 289.5200806 3044.0700684-200 6 184.8987427 600.8776855 26.7456627 24.5383892 0.0000000 0.0000000 11 184.8987427 574.3236694 16.7311325 24.5383892 361.1580505 9989.2119141 19

100 11 6.6802244 373.3377380 4.2139978 12.4646721 71.6379623 6945.1416016 l 12 6.6802244 363.7377319 4.2139978 12.4646721 105.3499451 9893.4433594 101 11 172.2192688 163.9859467 12.5171356 12.0737171 289.5200806 3044.0700684 j 12 172.2192688 161.0899506 10.3992081 12.0737171 368.0902710 4344.3735352 s 200 11 178.8994904 537.3236694 16.7311325 24.5383892 361.1580505 9989.2119141 l 12 178.8994904 524.8276978 14.6132059 24.5383892 473.4402161 14237.8164062 (

12 )

100 12 6.6802244 63.7377434 4.2139978 12.4646721 105.3499451 9893.4433594 j 13 6.6802244 44.5377426 4.2139978 12.4646721 172.7739105 10759.6474609 101 12 98.2361526 26.0899525 10.3992081 12.0737171 368.0902710 4344.3735352 13 98.2361526 20.2979507 15.3304281 12.0737171 460.6968994 4715.4770508 200 12 104.9163742 89.8276978 14.6132059 24.5383892 473.4402161 14237.8164062 13 104.9163742 64.8356934 19.5444260 24.5383892 633.4708252 15475.1250000 13 100 13 6.6802244 19.537'445 4.2139978 12.4646721 172.7739105 10759.6474609 14 6.6802244 2.7377431 4.2139978 12.4646721 231.7698669 10915.5761719 101 13 92.2387085 8.2979527 15.3304281 12.0737171 460.6968994 4715.4770508 14 92.2387085 3.2299573 24.3101768 12.0737171 572.3311768 4796.1723633 200 13 98.918930t 27.8356972 19.5444260 24.5383892 633.4708252 15475.1250000 l' 14 98.9189301 5.9677005 28.5241737 24.5383892 E04.1010742 15711.7480469 I

l l

l l

l l

• • , PHI DELTA /MPOS

• Monticallo Gtnged Pipe Support 14

• JOB 00000043

• 30 0CT 1996 21:08:01

• P0001 100 14 6.6802244 297.2622681 4.2139978

. 15 6.6802244 12.4646721 231.7698669 101 315.2622681 4.2139978 109?5.5761719 14 18.4076843 12.4646721 294.9798279 131.7700500 24.3101768 6321.6420898 15 18.4076843 12.0737171 572.3311768 200 137.2000427 35.0152168 4796.1723633 14 12.0737171 864.2962036 25.0879097 429.0323181 28.5241737 2778.8964844 15 25.0879097 24.5383892 804.1010742 15 452.4623108 39.2292137 15711.7480469 24.5383892 1159.2760010  !

100 9100.5390625 15 6.6802244  !

615.2622681 4.2139978 16 6.6802244 12.4646721 294.9798279 101 628.4622803 4.2139978 6321.6420898 15 55.8722382 12.4646721 341.3338013 272.2000427 35.0152168 518.8427124 16 55.8722382 12.0737171 864.2962036 200 276.1820374 43.1113243 2778.8964844 15 62.5524635 12.0737171 1219.1435547 237.2055054 887.4622803 39.2292137 16 62.5524635 24.5383892 1159.2760010 16 904.6442871 47.3253212 9100.5390625 24.5383892 1:60.4772949 100 756.0482178 16 0.0000000 32.4700012 0.0000000 0.0000000 19 0.0000000 0.0000000 30.0699997 0.0000000 420.4949951 101 16 3.0000000 0.0000000 0.0000000 357.9549866 14.2580004 4.7630715 19 3.0000000 0.0000000 29.0309753 193.7630005 200 13.5340004 3.2357206 16 3.0000000 0.0000000 21.0321846 165.9709930 46.7280006 4.7630715 0.0000000 19 3.0000000 29.0309753 17 43.6040001 3.2357236 614.2579956 0.0000000 21.0321846 523.9259644 100 17 609.8732300 517.2266846 2.1502137 16 609.8732300 56.4527435 71.5732422 18808.2871094 442.7066650 2.1502137 56.4527435 101 17 357.6583862 76.7914963 14309.4130859 214.7003632 51.0674095 24.9422703 16 329.2295227 192.1378784 1764.6939697 7908.3730469 200 17 51.0674095 24.9422703 1758.9594727 967.5316162 731.9270630 53.2176247 6127.6279297 16 939.1027832 81.3950119 1836.2672119 26716.6601562 16 634.8445435 53.2176247 81.3950119 1535.7509766 20437.0410156 100 16 614.0872192 218.2255859 8.8304377 18 41.8949814 264.5423279 614.0872192 318.6655884 8.8304377 14321.8779297 101 16 41.8949814 556.6884155 10643.5625000 304.1336975 98.3167648 8.5762796 18 18.5045147 579.7163696 6133.2812500 281.6678162 128.7254639 8.5762796 200 16 18.5045147 276.9308777 4426.2104492 918.2209473 316.5423584 17.4067173 18 60.3994980 844.2586670 20455.1601562 895.7550049 447.3910522 17.4067173 60.3994980 813.6192627 15069.7734375 100 18 318.6655884 614.0872192 8.8304377 556.6884155 21 323.C531006 41.8949814 10643.5625000 614.0872192 8.8304377 556.6884155 101 18 128,7254639 44.2017937 4656.2124023 281.6678162 8.5762796 276.9308777 21 130.0513916 18.5045147 4426.2104492 280.9809570 8.5762796 276.9308777 200 18 447.3910522 77.1185989 2176.7934570 895.7550049 17.4067173 833.6192627 l 21 453.1044922 60.3994980 15069.7734375 20 895.0681763 17.4067173 833.6192627 121.3203888 6833.0058594 100 19 0.0000000 30.0699997 0.0000000 0.0000000 20 0.0000000 0.0000000 357.9549866 25.0000000 0.0000000 0.0000000 101 19 3.0000000 0.0000000 0.0000000 13.5340004 3.2357206 0.0000000 20 3.0000000 21.0321846 165.9709930 12.0000000 0.0000000 0.0000000 200 19 3.0000000 0.0000000 0.0000000 43.6040001 3.2357206 0.0000000 21.0321846 20 3.0000000 37.0000000 523.9259644 0.0000000 0.0000000 0.0000000 0.0000000 7HE MAXIMUM MEMBER FORCE VALUES ARE AS FOLLOWS :

VALUE FOR AXIAL 15 = 1284.5617676 AND IT OCCURS IN MEH8ER 9 Al J0!NT 10 POR LOADING 200 VALUE FOR SNEAR Y 15 = 2066.3300781 AND IT OCCURS IN MEMBER 1 AT JOINT 1 FOR LOADlWG 200 VALUE FOR SHEAR 2 IS = 106.1455765 AND IT OCCURS IN HEMBER 1 AT J0!NT 1 FOR LOADING 200 VALUE FOR TOR $10N 15 = 833'.6192627 AND IT OCCURS IN MEMBER 19 VALUE FOR BEND. Y IS = AT J0!NT 18 FOR LOADIN0 200 7324.0449219 AND IT OCCURS IN MEMBER 5 AT JOINT 6 FOR LOADIN0 200 i

I

• PHI DELTA /MPOS

• MontiC3ll0' Ganged Pipe Support

• JOS 00000043

• 3&OCT 1996 21:08:01

• P00020

• VAi:UE FOR SEND. Z IS = 90391.3828125 AND IT OCCURS IN MEM8ER 4 AT JOINT 5- FOR LOADING 200 REACT 10NS AT SUPPORT JOINTS JOINT LOADING / " ' " " " " - " " " " f 0R CE S - - " " " " " " " " // " " " " " " - " "

• MOME N T S " " - " '" - " '/

X FORCE Y FORCE 2 FORCE X MOMENT Y MOMENT Z MJMENT 1 GLO8AL 100 4.1873403 1436.9241943 3.8349435 0.0019893 0.0000000 0.0000000 101 534.8200684 629.4058228 102.3106308 0.0530704 0.0000000 0.0000000 200 539.0073853 2066.3300781 106.1455765 0.0550596 0.0000000 0.0000000 10 GLOBAL 100 0.0266575 897.0816040 2.8452809 17.0696945 0.0000000 0.1599453 101 4.4659429 387.4801331 75.9078903 455.3942566 0.0000000 20.2170258 I 200 4.4926004 1284.5617676 78.7531738 472.4639587 0.0000000 20.3769703 17 GLOBAL 100 609.8732300 517.2266846 2.1502137 56.4527435 71.5732422 18808.2871094 101 357.6583862 214.7003632 51.0674095 24.9422703 1764.6939697 7908.3730469 200 967.5316162 731.9270630 53.2176247 81.3950119 1836.2672119 26716.6601562 21 CLc8AL 100 614.0872192 323.0531006 8.8304377 44.2017937 556.6884155 4656.2124023 101 280.9809570 130.0513916 8.5762796 77.1185989 276.9308777 2176.7934570 200 895.0681763 453.1044922 17.4067173 121.3203888 833.6192627 6833.0058594 THE MAXIMUM REACTION VALUES ARE AS FOLLOWS VALUE FOR X FORCE IS =  % 7.5316162 AND IT OCCURS AT JOINT 17 FOR LOADING 200 VALUE FOR Y FORCE IS = 2066.3300781 AND IT OCCURS AT J0!NT 1 FOR LOADING 200 VALUE FOR 2 FORCE !$ = 106.1455765 AND IT OCCURS AT JOINT 1 FOR LOADING 200 VALUE FOR X WAENT IS = 472.4639587 AND IT OCCURS AT JOINT 10 FOR LOADING 200 .

1836.2672119 AND IT OCCURS AT JOINT 17 VALUE FOR Y MOMENT IS =

VALUE FOR Z MOMENT IS = 26716,6601562 AND IT OCCURS AT JOINT 17 FOR LOADING 200 FOR LOACING 200

)

i l

JOINT O!SPLACEMENTS SUPPORTS J0 INT t0ADiNG , . . . . . . . . . . . . . . _ _ o i S Pt ACEME N T S _ _ . _ . - _ _ . . .,, _ _ _ _ _ . _ _ _ _ . ROTA T i oN S . _ _ _ _ _ _ . _ _ ., ;

X O!SP Y DISP Z O!SP X ROT Y ROT Z ROT I 1 CLOSAL {'

100 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 101 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 200 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 10 GLOBAL i

100 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 101 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 200 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 17 GLOBAL 100 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 101 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 200 0.0000000 ' O.0000000 0.0000000 0.0000000 0.0000000 0.0000000 21 GLOBAL l

i l

I .

• 9HI DELTA /MPOS

• Monticello' Ganged Pipe Support

• J03 00000043

• 30 0CT 1996 21:04:01

• P00021

• l 100 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 101 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 200 0.0000000 0.0000000 0.000C000 0.0000000 0.0000000 0.0000000

{

l l

J0!NT DISPLACEMENTS FREE JOINTS JOINT LOADING /-- ' + - * """'"D I SPL ACEMEN T S" -'"" "- // - ~ '"" "- ROT AT IONS" - -- ""- ""/

X DISP Y O!SP Z DISP X RST Y ROT Z ROT i 2 GLOBAL 100 0.0000012 0.2290972 0.0014271 0.0000030 0.0022280 f

0.3422931 101 0.0001472 0.1003292 0.0380741 0.0000790 0.0594402 0.1498058 200 0.0001484 0.3294264 0.0395012 0.0000819 0.0616682 0.4920989 3 GLOBAL 100 0.0000015 0.2787696 0.0017564 0.0000038 0.0019257 0.2831972 ,

101 0.0001797 0.1220599 0.0468585 0.0001012 0.0513745 0.1238242 (

200 0.0001812 0.4008294 0.0486149 0.0001050 0.0533002 0.4070214 l 4 GLOBAL f 100 0.0000020 0.3355281 0.0021583 0.0000051 0.0013072 0.1759676 1 101 0.0002172 0.1468492 0.0575795 0.0001357 0.0348750 0.0767311 l 200 0.0002193 0.4823773 0.0597378 0.0001408 0.0361822 0.2526986 5 GLOBAL 100 0.0000022 0.3514172 0.0022801 0.0000056 0.0009870 0.1265830 101 0.0002279 0.1537693 0.0608287 0.0001506 0.0263306 0.0550703 200 0.0002301 0.5051865 0.0631087 0.0001562 0.0273175 0.1816533 6 GLOBAL 100 0.0000025 0.3644546 0.0023870 0.0000064 0.0005084 0.0604415 101 0.0002387 0.1594249 0.0636810 0.0001703 0.0135631 0.0261055 200 0.0002413 0.5238794 0.0660679 0.0001767 0.0140715 0.0865471 7 GLOBAL 100 0.0000025 0.2730469 0.0017781 0.0000107 0.0017220 0.2568500  ;

101 0.0002869 0.1192780 0.0474367 0.0002863 0.0459417 0.1123419 I 200 0.0002895 0.3923249 0.0492148 0.0002970 0.0476637 0.3691919 8 GLOBAL 100 0.0000025 0.1787814 0.0011568 0.0000124 0.0021768 0.3329224 101 0.0002910 0.0780714 0.0308618 0.0003307 0.0580740 0.1454617 200 0.0002935 0.2568527 0.0320186 0.0003431 0.0602508 0.4783840 9 GLO8AL l 100 0.0000025 0.0000823 0.0000010 0.0000150 0.0000000 0.0000359 l 101 0.0002924 1.0000356 0.0000279 0.0003798 0.0000000 0.0040745 200 0.0002949 0.0001179 0.0000290 0.0004148 0.0000000 0.0041104 11 GLOBAL 100 0.0001596 0.3327689 0.0023874 0.1186655 0.0006968 0.0563253 1 101 0.0003649 0.1452614 0.0636934 0.0529325 0.0003079 0.0254452 l 200 0.0005245 0.4780304 0.0660808 0.1715980 0.0010047 0.0817705 {

l 12 GLOBAL 100 0.0002317 0.3150371 0.0023877 0.1376904 0.0006844 0.0543883 l i

101 0.0004042 0.1373612 0.0636990 0.0612780 0.0002997 0.0253956 200 0.0006359 0.4523983 0.0660866 0.1989684 0.0009841 0.0797839 13 GLO8AL 100 0.0003692 0.2701761 0.0023881 0.1844399 0.0006455 0.0505141 101 0.0004340 0.1174388 0.0637054 0.0817693 0.0003131 0.0245176 200 0.0008031 0.3876148 0.0660935 0.2662091 0.0009586 0.0750317 14 GLOBAL 100 0.0004785 0.2198847 0.0023885 0.2273414 0.0005959 0.0471243 1

l l

l

• PHI DELTA /MPOS

• Montlest to -Ganged Pipe Support

• JOB 00000043

• 30 0CT 1996 21:08:01

• P00022

• 101 0.0004130 0.0951607 0.0637107 0.1005847 0.0003708 0.0223885 200 0.0008915 0.3150544 0.0660992 0.3279261 0.0009667 0.0695128 13 GLO6AL 100 0.0005802 0.1550170 0.0023889 0.2639251 0.0005268 0.0434923 101 0.0003702 0.0664891 0.0637118 0.1166485 0.0004886 0.0190279 200 0.0009504 0.2215061 0.0661007 0.3805736 0.0010154 0.0625202 16 Gl08AL 100 0.0006421 0.1029353 0.0023892 0.2729706 0.0004656 0.0408289 101 0.0003610 0.0434773 0.0637093 0.1206054 0.0006324 0.0170641 200 0.0010031 0.1464126 0.0660985 0.3935761 0.0010980 0.0578929 18 GLO8AL 100 0.0015134 0.0000678 0.0000919 0.0000696 0.0355961 0.0382757 101 0.0007667 0.0000274 0.0002695 0.0022569 0.0518944 0.0160463 l 200 0.0022802 0.0000952 0.0003614 0.0023265 0.0874905 0.0543220 19 GLOBAL 100 0.0006583 0.0934127 0.0023892 0.2727511 0.0004656 0.0408289 101 0.0003772 0.0392708 0.0637093 0.1205040 0.0006326 0.0170612 200 0.0010356 0.1326834 0.0660985 0.3932551 0.0010982 0.0578901 20 GLOBAL 100 0.0007640 0.0327856 0.0023892 0.2647081 0.0004656 0.0408289 101 0.0004937 0.0125344 0.0637098 0.1167337 0.0006366 0.0170881 200 0.0012576 0.0453200 0.0660990 0.3814418 0.0011021 0.0579169 THE MAXIMUM DISPLACEMENT VALUES ARE AS FOLLOWS

• VALUE FOR X TRANS. IS = 0.0022802 AND IT CCCURS AT J0!NT 18 FOR LOADING 200 VALUE FOR Y TRANS. IS = 0.5238794 AND IT OCCURS AT JOINT 6 FOR LOADING 200 VALUE FOR Z TRANS. IS = 0.0661007 AND IT OCCURS AT J0!NT 15 FOR LOADING 200 VALUE FOR X ROT. IS = 0.3935761 AND IT CCCURS AT J0!NT 16 FOR LOADING 200 VALUE FOR Y ROT. IS = 0.0874905 AND IT OCCURS AT JOINT 18 FOR LOADING 200 VALUE FOR Z ROT.  !$ = 0.4920989 AND IT OCCURS AT JOINT 2 FOR LOADlWG 200 l

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4'P!?' DELTA /MPOS

• Montic4LLS Ganged Pipe support

• Joe 000000i3

• 30 CCT 1996 21:08:01

• P00073

• PARAMETERS ar90 ' AISC' ALL CODE ALL I

O PHl DELTA /MPOS

• Monticelle Gen 8ed Pipe Support

• Jos 00000063

• 30 0CT 1996 21:08:01

• P00024

• I'

!o. ...J.O.L.

. ... CODE..C.HE.CK..RESUL.TS 608 10 - R96 Mont Joe TITLE Monticello Ganged Plpe Support l OCTIVE UNiis - LENGTH WEIGHT ANGLE TEMPERATURE TIME MASS INCH L87 DEG FAH SEC LBM CONTROLLING CHECKS CONTROLLING SECTION FORCES MEMBER PROFILE RESULT PRIMARY RATIO (P) FX FY FZ CODE LOAD TABLE SECT!0N SECONDARY RAT!0(S) TOR $10N MY MZ TYPE l p.........j........j........j..................j...................................j........j j

l1 C5X6 PASS PAR H2 0.351 520.64 2019.71 106.15 AISC 200 STEELC 32.00 MOM YZ C 0.347 0.06 3396.66 65376.58 DOU8CHAN 2 CSX6 PASS PAR H2 0.420 413.68 1390.59 106.15 AISC

.200 STEELC 9.00 MOM YZ C 0.417 0.06 4351.97 77950.92 00U8CHAN

!3 C5X6 PASS PAR H2- 0.487 307.14 790.20 106.15 A!SC 200 STEELC 14.00 MON YZ-C 0.484 0.06 5838.01 89156.44 00U8CHAN l

4 c5X6 PASS PAR H2 0.498 206.39 201.45 106.15 A!SC i?200 STEELC 6.00 MOM YZ C 0.496 0.06 6474.88 90391.38 DOU8CHAN 5 C5X6 PASS PAR H2 0.503 159.53 71.20 106.15 AISC 200 STEELC 8.00 MOM YZ C 0.502 0.06 7324.04 89868.38 DOUSCHAN

'6 CSX6 PASS PAR H2 0.502 132.91 672.08 78.75 AISC 200 STEELC 0.00 MON YZ C 0.501 0.06 7324.04 89850.30 000BCHAN j

C5X6 PASS PAR H2 0.307 35.38 1175.56 78.75 AISC STEELC 0.00 MOM YZ C 0.307 0.06 3622.65 56653.25 DOU8CHAN

~8' C5X6 PASS PAR H2 0.191 18.32 1238.79 78.75 AISC

! 200 STEELC 0.00 MOM YZ-C' O.191 0.06 -2205.09 35257.14 DOU8CHAN l0*** STRUDL ERROR 9.01 TABLE OR PROFILE NAME NOT SPECIFIED FOR MEM8ER 9 l- 10 2E303006 PASS PAR H2 0.086 184.90 574.32 16.73 AISC 200 F*NGLES 17.00 MOM. Z T 0.085 24.54 361.16 9989.21 LDOUBANG l 11 2E303006 PASS PAR H2 0.122 178.90 524.83 14.61 AISC l 200 2EANGLES 8.00 MOM. Z T 0.121 24.54 473.44 14237.82 LDOUBANG l

112 2E303006 PASS PAR H2 0.132 104.92 64.84 19.54 AISC l 200 2EANGLE6 16.00 NOM. Z T 0.132 24.54 633.47 15475.12 - LDOUSANG 13 2E303006 PASS PAR H2 0.134 98.92 5.97 28.52 AISC 200 '2EANGLES 14.00 McM. Z T 0.134 24.54 804.10 15711.75 LOOU8ANG

,.k

• PHI DELTAp4POS

• Monticello aGenged Pipe Support e JOS 00000043

• 30 0CT 1996 21:08:01

• P00025

• l CONTROLLING CHECKS CONTROLLING SECTION FORCES

• CER PROFILE RESULT PRIMARY RATIO (P) FX FY FZ CODE JAD TABLE SECTION SECONDARY RATIO (S) TOR $10N MY MZ TYPE l '- '*=</ * */= /= < <' *-

</<- *< < ~*'*' -

-/- /

14 2E303006 PASS PAR H2 0.134 25.09 429.03 28.52 AISC 200 2EANGLES 0.00 MOM. 2 T 0.134 24.54 804.10 15711.75 LOOuBANG 15 2E303006 PASS PAR H2 8 0.078 62.55 887.46 39.23 AISC-200 2EANGLES 0.00 MOM. 2 T 0.077 24.54 1159.28 9100.54 LD3JBANG 16 2E303006 PASS TELNDRNS 0.007 3.00 46.73 4.76 AISC 200 2EANGLES 0.00 PAR H2 0.005 0.00 29.03 614.26 LDOUBANG 17 'S4X7 PASS TSLNDRNS 0.396 967.53 731.93 53.22 AISC 200 STEELS 0.00 PAR H2 0.341 81.40 1836.27 26716.66 l SYM 18 $4X7 PASS TSLNDRNS 0.534 918.22 316.54 17.41 AISC 200' STEELS 0.00 PAR H2 0.240 60.40 844.26 20455.16 1-SYM

! l 19 C4XS PASS PAR H2 0.240 447.39 895.76 17.41 AISC 200 STEELC 0.00 MOM ZY T 0.232 833.62 60.40 15069.77 CHANNEL 20 2E121204= PASS TSLNDRNS 0.097 3.00 43.60 3.24 AISC 200 2EANGLES 'O.00 PAR H2 0.028 0.00 21.03 523.93 LDOUSANG

• • • • • • • "* FOLLOWING IS A

SUMMARY

OF THE CODE CHECKS PERFORMED AB0VE *"""*** l ALL 19 MEMBERS. THAT ARE CHECKED, PASSED CODE CHECKS. j

r. q l

• • PHI DEtfA/MPOS

• Konticalle Ganged Pipe Support

• Joe & n 0043

• 30 0CT 1996 21:08:01

• P00026

• l '

l

.ee..e....................................................

!* IHIS IS VER$10N 0496 0F PHI DELTA STRUDL PROGRAM. FOR

• l* INFORMATION (ENHANCEMENTS, bugs, ETC.) REGARDING THIS

• l* phi

• DELTA STRUDL VERSION, THE USER SHOULD REFLR TO

• f* PHI DELTA STRUDL ADVISORY NO. 31, DATED APRIL 30, 1996.

• i* FOR ANY QUESTIONS, PLEASE CALL PHI DELTA AT 617 356 0400.

• ie e lesseeeeeees....................................................

l TA8LE OF CONTENTS

.....rs . ... ............. .

OUTPUT. ITEM PAGE NUMBER (S) l l

[ CHECK, -CODE 23 iLIST~ DISPLAC. 6 20 l LIST FORCE 6 17 l LIST. REACTION 6 20 i

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s' phi DELTA /MPOS

• MonticsLit**Greged Pipe Support

• Jos 00000043

• 30 ocT*1996 21:08:01

• P00027 *

,

• e 4

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' - - - - - - _ _ _ _ _ ._ _ _ _ _ _ _ -- - ' - ~ - - _ . _ _ _ _ _

e

• esseseseesseeeeeeeeeeeeeeeeeeeeeeeeeeesseseeeeeeeeeeeee.eeeeeeeeee e e 1

• P0A Joe STATISTICS

• I

. . e l

l l

f ACCOUNT ............. * '

I

• PASSWORD ............ POELTA*STRUOL

• J08 LOG NO ......... 00000043 e JOB TERMINATED AT .. 30 0CT 1996 21:08:12.00

• ELAPSED TIME ........ 00 00:00:11.00

• l ELAPSED CDU TIME .... 00 00:00:10.66

• i CHARGED CPU TIME .... 00 00:00:10.66 *

...........................................................e......

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