Page 1
g, I nc.
QUALITY D
/ '/ (r
.- TR-75-74 SEISMIC ANALYSIS
_____ ____ -OF A SHUTDOWN HEAT EXCT1ANGER TYPE CEU
FOR THE SOUTHERN CAL IFORNIA EDISON COMPANY1' S
-SAN -ONOFRE UNITS NO.2 AND NO. 3 PLANTS Revision #2 Prepared For:
Engin-eers and Fabricators, Company P.O. Box 7395
Houston, Texas 77003
NUS Technical Report No. 1514
10 February, 1976
2'rere By: J. W. Culley Approved R. A. Weiler, Jr. P. T. Balamotis 14 anager
Eng. Mech. Dept. Boston Office
Engineers and Fabricators, Company Purchase Order No. 64087-D
NUS Corporation 400 Totten Pond Road
Waltham, Ha sachusetts 02154
89108060
Page 2
RECORD OF REVISIONS
.'ision No. Date Page Description Author
1 2/10/76 Title Page J. Wawrzeniak
Record of Revision Page
A-1 - A-3 Addition of Addendum #1 - Foundation Loads .
Page 3
ADDENDUM #1
FOUNDATION LOADS
A-1 Recv. 11 2 / 10/76
Page 4
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Page 6
TR-75-74 SEISMIC ANALYSIS
OF A SHUTDOWN HEAT EXCHIANGER, TYPE CEU
FOR THE SOUTHERN CALTFOR IA EDISON COMPANY'S
SAN ONOFRE UNITS NO.2 AND NO. 3 PLANTS
Prepared For:
Engincers and Fabricators, Company P.O. Box 7395
Houston, Texas 77008
NUS Technical Report No. 1514
27 October 1975
Prepared By: J. W. Culley Approved By:/, R. A. Weiler, Jr. -11flliam -t. McPherson P. T. Balamotis < Manager
Eng. Mech. Dept. Boston Office
Engineers and Fabricators, Company Purchase Order No. 64037-D
NUS Corporation 400 Totten Pond Road
Waltham, Massachusetts 02154
Page 7
TABLE OF CONTENTS
on Title Page
1.0 INTRODUCTION 1.0-1
RESULTS AND CONCLUSIONS 2.0-1
ANALYTICAL METHODS 3.0-1
4 . REFERENCES 4.0-1
MATERIAL PROPERTIES 5.0-1
DEVELOPMENT OF STARDYNE MODEL 6.0-1
63.1. Plots 6.1-1 6.2 Beam Pro-erties 6.2-1 6.3 Nodal Weight Distribution 6.3-1 6.4 Support Configurations 6.4-1
7. 0 DEADWEIGHT PLUS NOZZLE LOAD ANALYSIS 7.0-1
7.1 Deadweight plus Nozzle Load Analysis 7.1-1 7.2 Local Stress Analysis of Nozzle to Shell Junctions 7.2-1
&.0 SEISMIC ANALYSIS 8.0-1
S.1 Frequency Analysis 8.1-1 8.2 Seismic Loading 8.2-1
9.0 STRESS CALCULATIONS AND RESULTS 9.0-1
9.1 Summary of Beam Stresses 9.1-1 9.2 Local Support/Lug to Vessel Stress Analysis 9.2-1 9.3 Support and Support Weld Calculations 9.3-1 9.4 Bolt Stress Calculations 9.4-1
AP1PIENDIX A STARDYNE Computer Ouput
A.1 Geometry A.2 "HQR" Output A.3 "Static" Output
APPI .';DIX B COMBINE Output
11.1 COMBINE Abstract 13.2 COMBINE Output
APPINDIX C SANSAR Output
C.1 SANSAR Abstract C.2 Local Nozzle Stress Output C.3 Local Support Stress Output
Page 8
Section 1.0
INTRODUCTION
1Ie rngineering Mechanics Department of NUS Corporation received
tie Purchase Order No. 64087-D from Engineers and Fabricators, Co.
to perform the seismic analysis of a Shutdown Heat Exchanger to
be installed at the Southern California Edison Company's
!an Onofre Units No. 2 and No. 3 Plants.. The above analysis is
included herein and conforms to the requirements of the governing
Combustion Engineering Specification, Reference 1.
1.0-1
Page 9
Section 2.0
RESULTS AND CONCLUSIONS
This section presents a summary of the heat exchanger results
as calculated in this report. The results include the effects
of deadweight, seismic, nozzle and pressure loading on the
supports and seismic lugs, support and seismic lug welds,
support and seismic lug bolts, and local shell junctions. The
analysis performed consisted of a worst case loading combination.
W'hen applicable, an upper bound for stress value was calculated.
The calculated natural frequency for the Shutdown Heat Exchanger
was found to be:
48.5 Hz
The calculation of this natural frequency may be found in
Section 8, beginning on Page 8.1-1. Flow induced vibrations
are not a problem.
From a review of the summary of stress results, no failure areas
were observed and,.therefore, the heat exchanger meets the
seismic and nozzle load requirements of the Combustion Engineering
Specification, Reference 1.
2.0.1
Page 10
I...t f t S o Sore . L n MaxiImum Str:ss Va~lue A1: l
Nozzles N,,NZ Primary Nozzle Loads Local
Vessel Membrane o9136 28,000 (1) Nozzle 7220 26,730
Tubesido Primary Seismic Membrane + Deadweight 12156 19,250
Plenum + Nozzle Loads 13043 19,250 (2) Outlet + Pressure 13043 19,250 Inlet
Sh1lls ide Primary Membrane
Inlet Plenum 6756 19,250 Inlet Nozzle 4651 16,500 (2) Outlet Plenum 6729 19,250 Outlet Nozzle 4987 16,500
Shell Primary 6832 19,250 (2) Membrane
Support/Vessel Primary 5630 28,800 1 Seismic Lug/Vessel Local Membrane 5037 28,800
Support/Vessel Primary + 7856 52,500 Seismic Lug/Vessel Secondary 38078 52,500
Support General Membrane 1439 17,500 (3) Gcneral Membrane 4639 26,250 (4) Plus Bending
Support Weld Shear In Fillet .2142 21,000 (1) Weld
Support Bolts Tension In Bolt 15848 40,000 (6) Ac
Page 11
Locat ion Typ of Stress Loading Maxirnuin Stress Value AllowbleStrs
Scismic Lug General Membrane Seismic 3363 17,500 (3) General Membrane + Deadweight 12546 26,250 (4) Plus Bending + Nozzle Loads
+ Pressure .
Seismic Lug Shear In Fillet 6784 21,000T7F Weld Weld
Seismic Lug Shear In Bolt 13911 15,390 (6) Bolts -
Page 12
MAXIMUM STRESS VALUES
NOTES:
1) Primary Local Membrane Stresses are compared to 1.65 S, Reference 1.
2) Primary Membrane Stresses are compared to 1.1 S, Reference 1.
3) General Membrane Stress are compared to 1.0 S, Reference 9.
4) General Membrane plus Bending Stresses are compared to 1.5 S, Reference 9.
5) Primary Membrane plus Secondary Stresses are compared to 3 Sm, Reference 1.
6) Bolt Stresses are compared to Limits of Para. XVII-2460, Reference 9.
7) Weld Stresses are compared to 21000 psi shear, Reference 9, Table NF-3292.1-1.
jC>
Page 13
Section 3.0
ANALYTICAL METHODS
A fillite element model of the type CEU 'heat exchanger was developed
U-Sil,: Control Data Corporation's STARDYNE computer code, Reference
10. This model included the major load paths, flexibility members,
M-ass of the unit.
Th trequency analysis was performed using the Householder-QR
option of program STARDYNE. For this analysis the units weight
as jistributed among nine (9) node points as described in
Section 6.3.
The liozzle load analysis, deadweight analysis, and seismic analysis
were performed using the STATIC option of program STARDYNE. The
dea&deight and seismic analysis consisted of inputing concentrated
forcs at the mass points equal to the mass times the respective
9n loadings. The nozzle loads were applied to be consistent with
the *cismic loading per Reference (1), Paragraph 4.1.3.
The final total stresses on each component were determined by
abs' lutely summing the effects of nozzle, seismic and deadweight
lozzds. NUS Corporation's computer codes PRECOM and COMBINE were
used in the summing of the stresses.
A local shell analysis of the nozzle to shell junctions and
sup-rt, seismic lug to shell junctions was performed using the
3.0-1
Page 14
Welding Research Council Bulletin, Reference 4, as coded in the
SANSAR computer code.
Program abstracts of the NUS Corporation programs PRECOM, COMBINE,
and SANSAR are presented in their respective appendices.
Standard engineering mechanics of materials formulae will be
used to calculate support and support lug stresses.
3.0-2
Page 15
Section 4.0
REFERENCES
1. Combustion Engineering Specification No. 1370-PE-301,
* Rev. 03-1/27/75, Project Specification for a Heat Exchanger.
2. EFCO Drawing No. CD-16645, Rev. D
3. :,US Corporation Proposal No. 7507041 (P-421).
4. -K. R. Wichman, A. G. Hopper and J. L. Mershon, "Local
Stresses in Spherical and Cylindrical Shells due to External
Loading," Welding Research Council Bulletin, August 1965
and Revised Printing, December, 1968.
5. Telecon with D. Ringo of EFCO on 9/17/75.
6. Chi-Teh, Wang, Applied Elasticity, Mc Graw Hill, New York,
New York,.1953.
7. Gere and Weaver, Analysis of Framed Structures, Van Nostrand Reinold Company, New Yorlk_,New York, 1965.
S. ASME Boiler and Pressure Vessel Code, Section II, 1974,
American Society of Mechanical Engineers, New York, New York.
9. ASME Boiler and Pressure Vessel Code, Section III, 1974,
American Society of Mechanical Engineers, New Yorlk, New York.
10. MRI/STARDYNE Structural Analysis System, Mechanica Research, Inc.,
Los Angeles, California, 1970.
4.0-1
Page 16
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Page 17
Section 6.0
MODEL
Prescnted herein are the model CALCOMP plots, nodal coordinates,
element connectivity, element flexibilities, and nodal weights
for the mathematical model used in this analysis.
This finite element model was developed with the use of the
Control Data Corporation CDC-6600 STARDYNE computer code,
Reference 10.
6.0-1
Page 18
Section 6.1
Plots
Iresented herein are CALCOMP plots of the model together with
sketches illustrating the node and element numbering schemes.
Also shown on the sketches are the dynamic "principal" mass
6.1-1
Page 19
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Sect.ion 6.4
Support and Seismic Lug Details
6.4-1
Page 32
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CKIr~1 (PS) CQ____ _______
U P PD r.,T/75- 1 07C
VF 32 S
t II A P P L i L11- jWD 'PA' THIrKNESS9 U ZiE /j PnI6I;'iF
0 1. kc. A.C - 7
-~~rf Xr i '12 .' I~~- A ~t
19vD V; .4/C)U/) L-L 0/ L 7/ rf0A:-j 'o4' rlj e.,rAH< jr
/IF / -
Page 49
.......................................... ...............................O... ........ ............ ..........
K> .~s UU'--S)
v~v2 p 1 r1 -5 ...
Ti- 7 3 S U217 143 t 70310 714.jiIQ - 70, -45- -49 c)4
-4 M- - -
19-7 7213
TOi'V( . 0"U - 2Ie 4&~ 3, z0 -S- - ,
7 ~ ~ ~~~~) M Z Y2lV .26CNL,/
Page 50
SDATE ./S UDJ C ............................... SHELT N O .... ......
CIIKD. D DATE '/ .... .... ................ ..............JO O................. .....r :,- ) ,
LUC -T V> -S5E
L-U
r 1I2. p p * . ifl
Page 51
C HI4 . BY > . DATE! ............................... -..........I......I......... J O O ...N.......... ............
* .. *2SuPPORIt /%i'-'O. WELD STrNC-SS "---'*A 4,L.V%~2
O(?c-5 <C--T-TAJ' C -rfF r!oi-T &McL
.45.
A ri ~ 1 r**~~ . Aj v 7 C, -7./- 5=
Page 52
.................................................................. .. ... .............. .................... k ~~..~
c f1
*POLAR r ?A 0 M ;0 r~
IJE ,, '7
S75 (4L(11.) L 6a-6h)l
-. ~~P ...... gi .. i
-Z3 )
z -2L~z~") ZIJ
Page 53
fCPi "Po..o pu c.i r~ru f-
P 'vi rl
'3 Ofz 0 (7 j5)
- .
76.4. 2 ..........
93.~~~ 35~ F(
Page 54
............ ..... .... ... ..... ..... ......... ... .... .. ... ...... .. .. .... ... ... ... ... ..L... f ? ..... ..... ........ .. .
Ll Pi- L
.3- P- t'1 L T-R-F
3~~I7, p9
c-f;kJ1~* 7 f%~/A6,~T ~ '(P5Lp
.. ~ ~ R.. t 65J.271A
Z7~ 7PPSI
z 2/
0'PS -z p~ Jz~ S'
9.
C~~~. ......... C/
Page 55
7.,5
77-7 2.t
19.7.
Page 56
X 2
7
* . ~ ~ 223,S (8,L/ri)- /O,?V1( ) 7.'~f
7 G)- 15.z-a~I F76c7 IIL _.7
z7~ (.14.5
e7) 7 -'J:5(I' Vt
* ~ 1- L4
A~~~~~. ~, fjLL~c*- c71s * F4- . r/LAI £2i ~ - 7 7
-79 1I
..... ..... .......... .. -7 5. . . ...t. . .. . . .
Page 57
I 7
A 4, A
/47- qn7 d//t~~I
(A~ Y./
A4/(~ Y~' 7L' /~ + 98
~~Ac'efrej,
Page 58
. ............ ... . .... . . .......
CHK~.. .. .......... o...........................................
...... DY ~ A T E .~ ......... L .. vL " .. . . .............. . . . . . . . . . . . . . . . . . 0 .
............................. . . . *,
.. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. ... ... .. ........ ......
'4IfitiC L' 7 C-0 ' - Y IoQA' '
tv/ v-rIt,.ATO - 719. ,C~vfI
,;Uo T~F''~ LIJ/I S . 76 Ir H
IM .1 -LA 150../
Oj5 -Fl-(e DTCT/ PUl 1 c0 lSf0
L~~iC ~ ~ ~ 1 / 4-ru
$~frl PI f-T N I
r- 7
9. 3 3
Page 59
... ..............-. ; I, t 1 ..... .. ............................. JO L N O
-f A.
A~A
PO A /v* .
a 3-T7
2.2.
760 .7z/3 . 26703, zJ 3
9.3-9
Page 60
---~ R --------$ ---- --- -4 ----------- ._ .............. ... -... ..... ..... ..................
7z, 3 -7
C-711~ PSI
~~7/IIILt.E
2 . 5- - ,
-9. 3- 103
Page 61
D. E-PHIIB JO O N O*
,~~ ~ ~ , ).oi ' .............. O N ........... ... ......
... ... ... ... ..
- -p s
... .. ...
Page 62
CHKD. BiY O h i V . ....... . r. -- .. JOB] NO .........................
.. .. .... . ......... -L -.- . -.......... .. .........
p 70op/t
115
L. 27.23f L ,A
Az A A.
NiA tor L
Z7. 7- - 3
110~~ ~~ f- t A- 0tr
Page 63
17
31dC o T.6
7-1- 0 T Ne (7 K"- 70-rnE rff Z 4
-~ - .~A 3-L~. PA..
77tt~~ c 4' 2D ~ ~ '
,-7707
___ 77 1c198 ;,II -< op5z~
FILL F7- L.4LL tS fQIr 1>c tir 7-r
Lyr$ s~A 17rI Lij C.' L3 e ~',- ?F(
.j'~ ~J(? s's- '-70
Page 64
8 5234. -ll48. -650.
10 3056. -12523. -650.
11 16552. 11305.
12 14954. 11297.
13 3062. -11953. -650.
14 3053. -11845. -650.
15 15773. 112d2.
16 15738. 11316.
TMiL RESULTING STRESS INTENSITIES ARE
LOCATION 512 523 S31
I 8225. 1415. -9639.
2 8221 1417. -9638.
3 3605. 2773. -6379.
4 2838. 5059. -7897.
5 10716. -1889. -8827.
6 10713. -1888. -8q2s.
7 5401. 1544. -6945.
8 6312. -498. -58e4.
9 14229. -10523. -3706.
10 15579. -11873. -3706.
11 5246. 11305. -16552.
12 3656. 11297. -14954.
13 14915. -11203. -3712.
14 14398. -11195. -3703.
15 4491. 11282. -15713.
16 4422. 11316. -15738.
~I7.i[I7C_
Page 65
NOZZLES N3 *N4. LOAO CASE 2
-. OPT '(TYPE K83ETA KE
KEY! KEY2 KEY3 KEY4 KEY5 Sm I S142 p TN TV R4 1750CO. RMV 5.~37O1SO- OOz.,c
GAM4-A BETA 18.a3 .2478
x y .0300 ~T 7.50 -- 0000
- ~ ~ A A3 A4- .' A5 6 7. . . . . . .4.094-J5 .01266 .854 .08500 e.05920 .0312?3
Z 31 82 83 84 35 4
.. ..... S..
.. ~~i ... ...
Page 66
- OPTION THREE OF PROGRAM NOZZLE
STHE Fo.d.CES(POUNOS) AND 40MENTSWIOUND-INCHES)
FY.........................MY M .. 5523. 5523. 210300. 210300.
-T.4E. PR14ARY STRESSES- IN THE VESSEL -AND NOZZLE ARE
LOC:ATION .X so . 5 TOX
1 -125. 7396 . -75. 495.
2 -125.........7396.- - 73i. 2021 ..---.
3 464 50;3. -75. 349.
4 7270. 1881......-75. 349..................
6 -125. 7346. -t). 202.
7 8a. 508. -5. 349...................................
8 - 7270.......181.......75;- 39 . .--.....-
9 S383. 6309.......7ti 1461.
10 -1655. 6309. -75. 1461.
1153aO.' 6309. -- 75..- 14t1 -~ . .. . . . . .. -. .-
12 -1655. 6309. -75. 1461.'
13 - 1'63. 6309. -75.-- 6.
-1.1863.-~ 6309........75........861........
~15 1863. 6309. -75.- 2062.
16 1- C363. 6309. -75.- 861.
TH.'-t RESULTING-PRINCIPAL- STRESSES AWE--. .
LULATION SI S2 53
I7429. -158. -75o .
S ~ ~ .7402.--.-131........75m. .....
3 4911. 480. -7)..
4 7292. 1859. -75.
5 749. _58o -75.
6 7402. -131. -7,.
7 441 4130. -7S.
3m9 -7S..
C7
Page 67
7 7292. 1854. -75. ,%
5 7?4e3. -158. -75.
6 7402. -131. -75.
7 4911. 480. -7S.
9 7379. 4311. -75.
10 6569. -1915. -75.
.-7378. 4311. -75.
12 6569. -1915,75.
13 7118. 1054. '-75.
14---- 6470. 1701. -75.
15 7118. 1054. -75.
16 6470. 1701. -75.
TN RPESULTI NI STRESS INTENSITIES AHE-------
LOCATION S12 523 S31
1 7586. -83. -7504.
752 -- 56. --- 7477. ..... ... .
3 4431. 555. -4986.
4 5433. 1934. -7367.
5 7 ..-... 3. -7504....
6 7532. -56. -7477.
7 4431. 555. -4986.
8 5433-- 1934. *7367.
9 . 3067. 4385. -7453o
10 8484. -1840. -6644.
11 3067. 4386. . 7453.
12 8484. -1840. -6644..
13- ~ -6064. 1129. -7193.
4769. 1776. -6545.
15 6064. 1129. -7193.
16 4769. 1776. -6545.
-. ji
Page 68
Tnt: TOTAL STRESSES IN TiE VESSEL AND NOZZLE ARE
Lt -ATION Sx SO SY TOX
1382. 8729. * 495.
2 1382. 8729. . 202.
3 1588. -5743. . 349.
4 12355. 12023. . 349.
5 -1633. 6064. -150. 495.
6 -1633. 6064. -150. 202.
7 8179. 6758. -150. 349.
8 2184. -8250. -150. 349.
9 -8708. 2108. -150. 1426.
i0 -15575. 2108. -150. 1426.
11 19469. 10510. * 1497.
12 12264. 10510. * 1497.
13 -1214!. 2108. -150. 2026.
14 -12141. 2108. -150. 826.
15 15866. 10510. * 2097.
16 15866. 10510. * 896.
THL RESULTING PRINCIPAL STRESSES ARE
LOCATION S1 S2 S3
1 . 8762. 1349.
2 8735. 1377.
3 1604. -5759.
4 12515. 11803.
5 6045. -1664. -150.
6 6069. -1638. -150.
7 8260. 6677.. -150.
8 2196. -8271. -150. C -(
9 2293. -a8-3. -150.
10 2223. -15i6dY. -150.
11 19712, . 10261. *
Page 69
-AZ iZ. 01
13 2391. -124e4. *150.
14 2156. -1219. -150.
15 16599. 9787.
16 16012. 10364.
The ESULT!NG STRESS INTENSITIES ARE
LOATION S12 S23 S31
1 7413. 1349. -8762.
2 7358. 1377. -8735.
3 7364. -5759. -1604.
773. 11803. -12575.
5 7760. -1514. -6245.
6 7707. -1488. -6219.
7 1583. 6827. -8410.
B 10467. -8121. -2346.
9 11186. -8743. -2443.
10 17912. -15539. -2373.
11 9445. 10267. -19712.
12 3469. 9653. -1312e.
13 14815. -12274. -2541.
14 14345. -12039. -2306.
15 6802. 9787. -16589.
16 5648. 10364. -16012.
Q.~- )C
Page 70
Appendix C.3
LOCAL SUPPORT STRESS OUTPUT
Page 71
-- S-.,PpO.T/VESSEL JUNCTION ..
rOPT. K TYPE .. iK8ETA - KOF ......... ---
:3 :3 0
KEYI KEY2 KEY3 KEY4 KEYS
sy ~ R4 T.. . TWC..-..df2
17530. 1S0. 22.5600 .8750 15.0000 15.8750 .. ~. ..
C.AwuA IecTAI BETA2 tETAl/8ETA2
25.78 .3324.- .3518 .- .9449 ...
~~ ---.- ---------..
Al A2 A3 A4. AS A6
1.5Sl-2 .040C2- 1.06291 .0671S5 .63 .11
2.94407T .0)1808 2.41481 .02949 1.02545 .03076
. . . . ............
Page 72
o4
S)ELL STPESSES DUE TO FORCES A0PLIEO TO A RECTANGULAR ATTACHMENT AND INTERNAL PRESSURE
THE TOTAL APPLIED LOADS ARE
-x FY rz MX MY Mz 38144. 7979. -1816. Id653. 70. -195490.
VESSEL PRIMARY STRESSES
LOcATION sx So SY TAx
1 2184. 5629. -75. -69.
2 2184. 5629. -75. -69.,. ----.---
3 -696. 884. -75* 69.
4 -696. 8d4. -75. 6 9.
5 1065. 3410. -75. -1373.
6 1065. 3410. -75. -1373.
7 423. 3103. -75. 1373. .....
8 423. 3103. -75. 1373.
THE RESULTING MEMBRANE PRINCIPAL STRESSES ARE
OCATION SI S2 S3
1 5630. 2182. -75.
2 5630. 2182. -75.
3 87. -699. -75.
O 887. -699. -5..
5 4043. 432. -75.
6 4043. 432. -7S --.
O 7 3682. -156. -75.
8 3682. -156. -75.
THE MEM RANE STRESS INTENSITIES ARE
LOCATION Sl2 S23 S31
1 3448. 2257. -5705.
2 3448. 2257. -5705.
Page 73
148 2257. -5705.
2 3.44a. 2257. -5705.
31587. -624.. -962.
4 15e7. -624. -962. 5 3611. - 507. -4118.
6 3611. 507. -411d.
7 38337. -81. -3757.
8 3837. -81. -375F.
..... ... .........
-----------------
----------------
-----------------
Page 74
SnELL STRESSES DUE TO FORCES APPLIED TO A RECTANGULAw ATTACHMENT AND INTERNAL PRESSURE
PRIMARY PLUS SECONDARY VESSEL STRESSES
LOCATION SX SO SY ToA
1 6809. .. 6824... . ..... ...- 69...
2 -2442. 4433. -150. -69.
3 -7583. -5391. .. . 69.
4 6191. 7159. -150. 69.
5 419. 2099. * -1373.
6 1710. 4721. .- 150. -1373.
7 __ -1194. -666. * 1373.
8 2039. 6872. -150. 1373.
THE RESULTING PRIMARY PLUS SECONDARY PkINCIPAL STRESSES ARE
LOCATION SI . S2 S3
1 6886. 6747.
2 __...4434. -2442. -150.
3 _-5389., -7586.
4 - 7164. 61d6. -150.
- 5-- ----- 2868. - -350. *
6 5253. 1178. -150.
7 468. -2328.
8 7235.. - 1676. -150.........
THE PRIMARY PLUS SECONDARY STRESS INTENSITIES ARE
_LOCATION. S12 S23 S31. . .
1 139. 6747. -6886.
2 6876. -2292. -4584.
3 . 2197. -586. 5389.
4 . 979. 6336. -7314.
5 3219. -350. -2668.
6 4075. 1328. -5403.
Page 75
1 27lo6. -23zA. -4611 .
8 . 8e6. -73i.
*. 1.5 Sf4 262!A. 3. 0 SM a oso .
SEIS-41C LUG/ VESSEL JUNCTION
KOPT .. KTYPE. KBETA . KOEF
3 3 0 0
KEYI KEY2 KEY) KLY4 KEYS
P,.S N ..4 T . TWOCI TvUC 17500. 150. 28.0000 1.0000 4.0000 13.000o
GA!U-A BETAI BETA2 dE7AI/tjETAZ -- 28.00 .0714 .2321 .3077
Sy...... z .........-- - - -.
-. 0000 -.0000 -.' 00O
Al A2 A3 A4, As A6 3.42188 ... 13118 .. 78337 .09439 3.11599- .04217
1 8 ~2 3 3 E4 R6. ...... .. . ... .....
4.b2331 .06432 1.10776 .04494 1.00449 .05379
*/~c -'
Page 76
SwELL STRESSES DUE TO FORCES APPLIED TO A RECTANGULAR ATTACMMENT ANU INTERNAL PRLSSURE
TmE TOTAL APPLIED LUADS ARE
F9 FY FL Mx __ MY MZ
41878. -7213. 26705. 362. -235.
VESSEL PRIMARY STRESSES
LOCATION SX SO SY TOX
1 -4835. -914. -75. -902.
2 -4835. -914. -75. -902.
3 -4840. -922. -75. 902.
4 -4843. -922. -75. 902.
5 -4644. -827. -75.
6 -4644. -827. -75.
7 -5031. -1009. -75.
8 -5031. -1009. -75.
THE RESULTING MEM8RANE PRINCIPAL STRESSES ARE
LOCATICN Sl S2 S3
1 -716. -5032. -76.
2 -716. -5032. -75.
3 -725. -5037. -75.
4 -725. -5037. -75.
5 -827. -4644. -75.
6 -827. -4644. -75.
7 -1009. -5031. -75.
8 -1009. -5031. -75.
THE MEMBRANE STRESS INTENSITIES ARE
LOCATIOJ S12 523 S31
4316. -4957. 641.
2 4316. -4957. 641.
3 4312. -1.962. 650.
Page 77
2 4316. -4957. 641.
3 4312. -4962. 650.
4 4312. -4962. 650.
5 3817. -4569. 75e.
6 3d17. -4569. 752.
7 4022. -4956. 934.
8 4022. -4956. , 934.
1.r v .
Page 78
SHELL STRESSES DUE TO FORCES APPLIED TO A RECTANGULAR ATTAC14MENT AND INTERNAL PRESSURE
PRI4ARY PLUS SECONUARY VESSEL STRESSES
LOCATION SX SO SY TOA
1 -20981. -33859. * -902.
2 11312. 32032.. -150. -902.
3 -21015. -33898. * 902.
4 11336. 32053. -150. 902.
5 -19361. -29679.
6 10C74. 2M026. -150....
-22636. -38078.. . . .
8 12574. 36060. -150.
T7E PESULT!N3 PR14ARY PLUS SECONDARY PRINCIPAL STRESSES ARE
LOCATICN- St S2 S3
1 -20919. -33922. .
2 32071. 11272. -150.
3 -20953. -33961.
4 32092. 11297. -150..
5 --- 19361. -29679...
6 28026. 10074. -150.
7 -22636. -38078.
8 .26060. 12574. .- 150.
-THE PRIMARY PLUS SECONDARY STRESS INTENSITIES ARE
..LOCATION . S12 .. S23 S31
1 13003.. -33922. . 20919.
2 20799. 11422. -32221.
3 13008. . -33961. 20953.
4 20/95. 11447. -32242.
5 10318. -29679. 19361.
6 - 1,952. 10224. -23176.
Page 79
3 13008. -33961. 20953.
4 2079S. 11447. -32242.
5 10318. -29679. 19361.
6 .-617952.. 10224. -28176.
7 . 15442. -38078. 22636.
9 23486. 12724. -36210.
1.5 SM = 26250. 3.0 SM S 52500.
Page 80
* - . .... .~ EA .Tri PJA(E 2 N.iOZLE. LUAL'S * ZEA9.EIGrIT EFC%;2
SEA M E L LmE N T L UA DS
.. . . NO LZ. L E .L U A 0J S k. E A k I H A U A I E N JO 1 0 L. AD, W ElI (P-H T - -...
I I JA .I0/7.0O: .1i40E-O'* .43S40E.04 .0 .0 .0 ... 1. 4. JU~. -. ~~ U .J ,L.' t).I .43!?b'vJf -04. . 123'.,OE.0o .-. 12300E.00 -.0...................
2 . jJA . .2v'(urFo.. . -*0 - . 29i?0E-04 - 2674,iE.05 .90300E.5l-, .9u3'JoE.05
- 3 3 .)A .2dJ4*i4 .. 042?-idE.0'. 3 .90300E-05 *qO2300E0Q5
4 jA ... )......-.29520E+1)4 .9t*F- .9C3'J0EU05 - .)3rJOE.05......... . ...
4 . J6 c5?[0 I,.:: '0.(- .) .13~' 14 0 3 0 u E C5 .9036-AE.05
.. '4 -,A I - . J 05I.0. C~-ECt. .36 -fb0L. 0'a .3903',E~ .CJ' 6, 7 1q I ; 1 -. 1.?P- t.0 I'e59~E-U5~ .I02dL.:, *i,. 31 tL.3Jb U .53 1 'eL. t) .0
'1 7 1 jA .2,O O .13167E-03 1 *Ift7E.0 .- t 4. .53I84E.0'a 03
. 1--,. b.-J3 2J-,2 13 ___.1?E .1S.757E , )4?h U6..Y,42HE' - .0,
d d~- a .JA .. .3 1 2-JE......6L0 -- 0'S.~. b,?~.J 64d.~ .
0 11 4j ~ 7~'-O .157,j5E-Oz OI,940 4)E) .0
10 . U'jA D... 0 - Of .0 --. ...... 5520E-0, .431 69E0 .210Li0 .. 1l~.6................
10 11 iJ ~ mi~eo.04 .0 .5530E04 *1qB(e4E-06 *210 .Ob0 .?10e9E.06
11 11 JA .jluI;E-5 I L7 ? 7 -w .16s1Ie.05o .7110/E-07 .8739,.E.06 .,263E+06
~~~~~~~,9I, t .... 5 9EA 5.....±7LO. .. 5 EIdET ~.6~95uE~. i263E.O .
S12.12 JA .5.e191E-05 .14,3L- .. ~~0 . 04. .12.6-ObUL06
-o616j*b............- - ...
12 14' id -. 5e'4If.C5 .i)14'j.OL*U .12e,4u>05 . 33624E-06 *26'ThoE.U . 126J3E*06
K) 13 1.1 JA .3nl44E.Cb .14d-IG.lJ ll2VO0E-OJ .t370E-0J -.205364.E06 .75970E.-04.
.14 .. SIISOL 0
i'4 1A J - C. -.ituI14I4.UD * I210CE+03 .75Q,'7E+04 .1ii*U 66d HE - .02
:3 j1 .7,, "jE)U4 -. I 4E + tl' .7o1uOE.04 I I9',i4qE.0 - - 5,O)
.... ... -jo0/ .4, "1 C .I32
.-.-
Page 81
_____________ - ----. ~E-A.--E-L E M4 E N T..- L-0 A D) S -...
N 0L Z LE L LUA 0S E A R T H tU A E NO 0 1 OE A 0W E I G HT
.~L~4 ~~3E...-.-.-. AI~i -. SHEAR. ---------- -- --- ENDING_-- S. END ING~ TORSI ON_ .. _ _
V2 Vi 1-12 M43 '
*16 16 JA . . 7/elfjE.C4 . J14!9.i -S..__._14J0E+04 . 45994E*O5 *'5620E*06 .SOOOOE.02 - . . . . .
16 17 Jti -. 7fH10CO'. -. 31'.S9E.Oi .143OOE.04 .13BOIE.05 -.148336E.06 S~OUOE-02
11 1- JA .7feloE.G4 .31459E.Oi .14300E.04 .1J3l01E.0i .148J4E-06 .500uOE.02
Id 1,0 JA . .31459E.0:. -.*1721O0EO __..14J00E-04_ .7190i3E.04 ..- 1644SE *06 . *74.70UE+03...... ..
1I j , ji J*.~.. -. 11IOE-04 .14300E-04 .5000L#E.(2 *l5989E.Ob *747C,'E.03
1) PO j .s10olot!.04 .440DE-03 .21920E.04 -. 15020E.Ulo .950)30F-04 I'l ~ . -__21O 0......7cuEu~ 160d9E6.__.___..950.UE.-04......
-0__ 2,) 22 .JA- til.e* E-G4 .'09;L-.os._.44lG0E*0J..S2SIOE.04. ....... 0 ........... 0-.20 21 JL3 -. 51u_-UE-0. -Jo(,94E.*i .44100E403 .95I0JuE-04 *16089L.0b .700U0E.02
21 2e jA .510 3DE.0 -.30C99E.0i .'4100E.03 .52570E+04 .13b'.6E.Ob .7fl0()Eo0
---.... ~~~~~~~~~ 2E. .''J %lO.4..*b#4.J . 110~' .56414.E-05 .10112E?#07 . 7PO00OE+02 . . . .
22 21 J-3 -uj 1) 4 -.- 3.,764L-*U5 .ll3IbOE.04 .15554E-05 -. 1835bE-Ob .700E0.02
- ~ 23 23 JA .5AiIOOE.04 *J6784L-Oi .I1ilbOE.04 .lSs'.E.Osi .18356E.Ob .70000E*02 * -- 23 - 2S. 10 .-.UiE -j U4,-.---U .L 181 bjo E .. __.I69cj0E-U,4_ .1658m -u6----....7 0 0 UE 02._________ ___
24. .6 JA . .Jb/d4.E-05 .20700L-U.-. Id.E.'. 911vUE-U'. ..- 19 13 9E -0 6 .169dQE.04 ... __
24 24 JH -. 4'.)7:i4E.0S -io0l30tE.O. .18160E-04 .70000E.0d *16511tE.O6 .169d0E.04
7 5 3ts JA n>c.O / . -05 e27oE.-o4 .50840E+04. .12011E+06 .6376dE.0ti .231U15E-05 2S....-5 ~ i. ~270E.O._.50d3')0E*O... 2269uE.6.. .12896E.6. .23105E.0 _________
3 -26- -26 JA.. .J'_E06 .47 1 tOE.04 .22690E+06 . ... .12P596E.0b . 23106E-05.............. . ~ .. _
26 21 jil *J3.b7_-Gt e~4 ibE-04 .4/I180E04 *421n'.E.Ob .15u1jE.06 .?3l0oE.OS ~ 0 27 2?JA -. 16±SE-.) b44L0 .92060E-04 4;.16'EO, *5~J.o .3OE0
27.3j.~...1j...'Q .' 4 .14E0 .15331.E:06 ...2310.oE.0..___________
23 2 '. JA .. 5.s)ee0Eo. U4 S23EQ .0 ..0 *293'.9E1.O .21O?9E.0.. 21 !,J' .55420f-.04 .s6230L.0. .0 .0 .2109E.Ob .21029E+0(3
oA s,)ee. uE-c4. .:,5ei0L.U'. .0 .0 .2349E*Uot .210'.E-06 C i...0E0.. -,- - .011O.... ?0eVE-06 - ______________
Q 3-) .3U JA . .12,.J.~ L ). _..10940E.0'. *2b859F.U5 . 43000E+02~ .I 9'1OE -03 - -. .0 10 31 j 3 ..iE0 .0 .16q4'0E+0. *SS9boE.04 .43000E1.02 .19700E.03
Page 82
H iE AM E L E .E -T L UA D
N 0 Z Z9 AkTH UAKE 0 0 W EC I *i H 7
t;'AM NODE .. AAIAL . . mEAR - SHiEAR_ .. BENDING BENDING. r ORSLtJN.
J .) V3 M2 M3-- - - - - - - -MT _ _ _ _ _ _
31 31 JA . .eM3E.O -. 05 - .Iv'.CE.04 .559oOE*04 . .'300UE.O2 .1 97UOE-03 .~-. .-.--...
31*2j3 l 33F iIO0~E.04 140E0 *43000E.O2 .1%ITOUE.03
C 2 3o JA .1I.0 . I3320E-04. .3451JE-05 .12Ii00E.U3 .670OUE-02
33 .~ _33 JA-.. . .11,.12E.05 .3 .130EO . .4671OU.0.. . 12siooL.oi ..67000E-02 .. ~ *33 3'. JN .9 . 13JOE.0. .80960E+04 .12d~uL.0S .67t0uuE>02
- 34 3(; JA -1 .,.i E.-CD *.bJtiE.04 *.tOSOE-o'. .1 l2tsE.0b .IldeH b .0 __4 25 .jl .. :. .3 0->;, OF#04L0...'6~Q.'. .4793'.E.U5.. 3 4E*0.. - .0________________
O .. 35 3:i JA . -. 4eOI7E.3. . 17040E-U4 . 17tu'.GE.0. _-.'79j'.E.0 .47934E-05 .0-. 35 36 -, 4 .4'./IOE'p. .1'104;t-04 .17040E.04 .0 .0 .0
o ,6 37 *A .b I'1E-i. vli460E-U4. .1249oE.05 *J36,?4E-06 ,26980E*00 .12b33E+06 ...25~1 6.1 L- 0 1 ebL .i' 0 : - 0ti .I IQ-.eEt06 -. 1 *119.:06.. 1 e633E~o _______ 06.,_
27 16 JA. -.5O~o . .5*06iiOE.0'. .17701E-06 .95367E.(05 .2310-5E-05 3? 36 Jrd .55131E.05 .2t 270E.0. *Sf0d9UE.04t .iIIE+OLti *6376dE*05 .?3106E-05
o 3~JI A *J16j~.j, .42~iE~s * 2-04 .810iJ9E.0t .12449E-05 .482O03
.34 3,o ,1AA ..Jj 1tbcE .05 .0.ULu .......30uE.0 .90-0.4 *17dOE*-0J..8OE 3______ ___
.3 10~ JA .331,54E-05 .') .32tuOE.0 .23005E.03 .I7BOOE-0i .362uU.OE3
'. 0 11- JA E i: *.9200F.-03 *7030OL0E.o .21]U,.E.O6 *I3li6Eo0 *hl5UOE-03 ---.
4---- 41 _J~ -..-..J43E.Gj~ .-_'.920CL-U3J J0*4 £StU.J .23S0UL*0J.. ____________________
j . 1 . 41 JA .3t~i47EU.... .. U . ..OOEo. .25526E-0t) . .23SOOE.OJ .27,tu03 . . .. 4 '1 42 _:3 .Jbd4.7E+O0i .0 .10300E+04 .139263E-05 .23StIOE.OS .274UOE.03
Page 83
EARTrt)UAKE 2 * NOZLLE LOADS . -DEAO4EIGHT EFCu-2
d1AM ELEM.E.1 T ST E ESSES ... .*. .4 * * ** .. +.** * *
-NOZ . LE .LJ0A 0S-*EART I . UAK E NO .. * * 0 EA 04 EI.4HI T- ..- -- - *
e N:ODE AAIAL WE A SHE A HENDING MENDING TORSION ... VZ/A V3/A-- Md*C/12. M3*C/I3 T*C/J
1 I JA .6Ue97 *Oe .'4365E*02 .24365E*02 .0 .0 .0 1 .:- -. 6uc7. .24265-L*. 2 36E*0 .62134C+02 - .62134E*02 .0 . .
2 3 JA .21904 . . .22919E*0s .6862tSE*0J .23170E.04 .115SE*04
2 e - iiGE*cJ .i .22919E03 .0 .23170E*04 .11585E*04
3 3 J A .5ovoE*01 .U .59940E*01 .668bE-01 .22575E*00 .2257E.00 . J 3 1 - ... 59 ' 0 1 ....... .. 59040E*0L . 2416E*U0. .2_2_5_7E*00 0. 2_25i:*00-.
- -4 4 JA .5 00 . . -- - .5i0'o+F.-01 .24109E*00 .22575E-00 .2.2575E*00.
4 5 J .t904JE*-1 .0 .S9040t*01. .6bdE-u1 .2257E'00 .225,000
- 5 J .2391 0 . 19E.F-03i .b5>E*J3 .23170E*04 .I11S.04
- 5~. .4 b.JA .2...3 . 219*3 . .... 3 b --3.2S37E*03 .1155 . *0.... . .. . .
6 .4 .,,A .0e0f 7 0d .!7403E* .5740:3E*02! . 1533603 153E*03 .0 6 7 Jd -.t047E*Ud .57403E.ud .57403E+U2 .26866E*03 .26856E*03 .0
7 7 JA .3U/G3C+03 .19695.-0J .19695E*o0 .69150E0U3 .69150E.03 .0 7 .- .J ~ .3Jfs>E*J..... 95L*.0J..196E01 ~3.6UE*01.... .8637UE*03 .0 -- ___________
-! JA- .24097E*3. .- 14503E* .14503E03. .446,54E.U3 . .44624E*0J .0 ........
11 J -. ,ue .*0E*0J .14S.03E.0J .594Il103 .59.tIE.03 .0
10 J. .22ol7G1 J .0 .22632E+0i .47205E*03 .2298SE*u4 *11492E*04 -J . J * .2 * .0 75 - .22985E*04 .11992E+04
10 -.10 JA .111'E+0C .. . . 110.bE+02 .1079tE*00 .52573E*00 . .52573E*00 19 11 Jb .11) 4.4* .2 u .11046E*02 .49711E*00 .52571E*00 .52573E*00
11 11 JA .evj7F*OJ .11754E*GJ .1199E*03 .7839,E*03 .57lI1E*03 .42434E*02 11 <-.. -. 2997E*0a.. 1175'E*u3 . .15199E.OJ. .628e*03, . .46694E*0
3 .424j4E*02.
12 12 JA . .7-065E*0J .1364E.Q3 .16441E*OJ .12165E*O' . .90:77E*O .H2132E*02
12 37 Jd -. 7401.5E*0j .I3O4EUJ .18441E*03 .4371-IC.03 .35079E*0J .A21J2E*02
13 13 JA .7odb E*02 .13I76E+.u .256j0E.00 .I592tE-02 -. 51411E*OU ,18992E-01 13 14 j.J- -7.7oeobEu2 -. I1,376L*.02 .25tOOE*OU .. 12500E-0J. .41720E*00 .1992E-01
1 15 JA .2?,21EU3 .11124L.04 .37329E*01 . .. 2?i:JE*O2 . .120e1L*D'* . .5976i3E*01 ......
14 14 Jo .221*3 -. 11124E*04 .3732e9E*01 .24?22E*02 .10262E+04 .S97odE?01
15 1i JA IJb, l02 -.d- U t .25000O00 .17S2E-h 1 .4'31iE*00 .12500E-03 15.. . 16 J~.J .,.1537tF.0/. . .1628E .25)00E.0u . .140D0E-ul . -. 25343E+I01 .125UOE-03 .. -
Page 84
N U ZZL E L IA 3 S E AR T H1U A KE N 0. 1) L A DW E I H T
:AM lOE AAIAL 'aI1EA R SH1EAR . END !.., BENO I e~ TOR 5 UON * 0V21A V3/. "2*C/I2 .43
41C/13 T41C/J I
*16 15 .jA. .... -13442E.04 .1 918L.04 .2bSUoE.oi .11')E.00 .*21405E*01 .12500E-03 16 17 ji3 -. 15442E-02 -.6291ae.u2 L'8600E-01 .34502E-01 -. 37095E+00 .12590OE-03
11 17 JA *24-aIF-ji .']744E.03 *.Il03E*Oe .44008F--02 .9124.,3E-03 .9976dsE.01 1?. Id .Jt4. .2:-1 E-03 . -.c.174-.oJ . ..7.E.2... .3e.UE-1 ... 9532LIE.03 . .-. 97----- ________
1~ 1- .5 -.1.6. -. 1~'44.&Lvu .2?.*u0E.01 .125G0L-03 .39973E-00 .1661? -02 2' "' ?C' JA . 1J2Lu *94'.OE.Ou s~480GE-02 -.37i50it#00 .237 i7E-o
...1i.-...? 1 .3~_ .(iE0 -.102o'.L+Ue- 8' .0 E. 0 .1 75)uEC-0J . . 4022JE#00.--..237t 1L-01 _ _______
20 .22 JA....j7 , .. 3 1 aE ,- 13o35E*oe -1676-,E+0 .831'14E.03 .86E0 20 21 1 4.'j 7.. - i 1.3 + uj .1J0J6E.0e *Jo3U3E.02 .9.,3,3iL.03 *'3367'jE.01
2! 22 JA .!G0'.4E-0 -.OvA.j .89400E-UO .1314dE-01 *34 11:IE UO .17500E-03
22 15 JA ... j114UE-re - 3bEu ..3b3t20E.01 . .*1..lJE.*oo .252830E+01 . .17-OiIE-03 2e 24 JB -. III'JE.(,e -.I4'3b3L+Je .JbjeOE-01 Jt4' pE-01 -.45491E-00 .175OOtE-03
23 24 JA *141tUE.03 .l0?a7L-34 .:i960E.Oe .4,9H-o .1i.'bdE.o' .)7-'E-01
. 24 24 l. JR. .73t~b,!E.U -. Ij1'i0r.ue .3bluE.01 .175COE9?-ui . .4147OL-EUU .42'.50!>02...........~
J 25 3D JA -.?7c,' 1E-03 *-04'.3E-e *72M) 4E -02 .15A17E.03 H~291E.0e .15022E.02 - 2 ?J?- 7..? o 7E. u -- 04e4.-.. 7..29Sv.e-.-04..161bd-t+oJ .150OeE-02 -______
- .. 25 26 JA. .. ~U0. . .J5136E+U, . b7496E-U,! . 295U.dE.03 .. 1-56,LJE .150e2E.02........... 2'3 21? c J-: I4dJED .13oF~ue .b?'. CE.Oe .5'#e21E.U3 .20300t.0J .150e."'.02
27 21 JA -.16?u2E.013 o .tit.. 2E.oi 64'ZEo .2M324C.03 .lO1+b8E.04 .77609E+01 .27 -30-j ! ..IJ4692uJ.,.4..369t3j-L.4. .17u1l9E..UI.. .77o091E+.01 __
-..2d -2-Y JA- .- 22)iLmEuj .42d?L33 .0 . .0 276.. ..1'9E0 2i 2dId .27~~o ~*~.0 .229btiE0 .114-jE.04
2v 2,-, 1. .14 5 E -jU .0 .0 .63372E+00 .52573 >oo -2) 3D ...i9 O- - I. .101,5E.0 ..0.........u I10o?29E - 01.*525/iE'co-...____
3) 3u JA e41), oe vu alet0E.0i .72147C-61 .10 1Oi-03 *492iuE-03 10 31 jts J , .21jdoE~oI .1399vF-01 io?50E-u~j 42uE0
Page 85
A- ML~ E L EM LN T S r RESE S
a 4)EA 4E * 4)4 4 ) 1.144) *EI 4)4)ORS4)
- 0).A *..A AVdAA .?*C IHA ~ fi ME*U1Nu T0N',1i
31 '1 JA I *I.E*O04 12 ltb *iI J~o .,)7 i~jE-0 .30'i69E + j .,375JOE02 31 3 2 Jd .XJ~j el lel~oE-OJ .I Of tE-Ue *30oS-)6,E -3 .i-P5j 3E -0 2
32. . 3.3 jt .2'.-3- .2bo,4[lE*01... 1 it) fii-ol .320OUoE-03 ..16I60E-C3 .
33 .33 34 1I eF> )E.04 .0J .14HOUE.O0J .8109'.E.Ul .9049tic.03 .27o E 33 3'. J-31c:3i, u4.4 O E O 4U- -0e 9u v' ~ 3'. 30 JA -.~/.J .'-E4oE.Oe .42e,4UQ.Oe .75741E.02 .757'ilE.02 .0 .34 .3 j' 11oe IE OJ .,;,h43C 00 -46 OE - .4 .3,'o It .O2 .(0.............-..-______
3'i 3 3? JA -. s.F. e437JE'~u2 .2437E-oe .6?32'.E.O2 .6~2324E.02 .0 S 35 :3) ij -, n.37 s - .?4J16E.02 .0 .0
3t 37 .JA .30',1OE-C-i o"ISH20 *'j1p1E.a2 .216(01E.UJ *1733?F.I)J *40574E-02 35- -1 JJ- 61 H- J -6b 2L- 4 .911bOE.04 .~1.611 L02.. .7!-49c'-32 .4051')E-02 . . .
21 7 1b JA .30 -37O *1 93it*je *3b90E.IOe . 113 11 E.o. .6126tE-Ue .742IIE.o1 37 3a j-10jv.O . 19993L.0 .ofO .77164'Eo02 .409)66E.0. .7',21e6E.0i
31 3s JA . .3t---E.' . .04 V 30 11 .blE J . 1S~rh,-Ev2 I etS4L -o .160O44E-o3
41 ' 41 JA, '4. ... fIlllE+OJ. .4'.31LL.2 .16706E-04. t.lt(4E-03 41 42 iti J' 4 E4. . .78111IE.0- .241r!Eui! j1f?0tq:+u4 .121?4'.E.03
.. .. ....
Page 86
EAPT-,21AKL e s uOULE LUAt)S *DLAU4ElGT EFCU-e
cLM~ TJTAL bJ*RESS M.'U 'AA1N4Ji4 INTFENSIIY
- . - .4,. #ZZLE LU-[)S + uEAUv-1rll EAk.TIUUA'\t IYU 1 1
bLA'4 % 10E k4L 69 4 E S UR E P :iS ' T 0fA L TOTAL TOTAL 'AA X IMU M *AAI;.L . rjUP . r<A']1AL IA I AL sH-EAk AX IAL . INTENS ITY
I I .541SIDE-04 I*I 430. )' -.3,130r'E-i33 *,'UI !:3E-04 *J47E02 *514 47E.04 .1215iE.O5 1 4 .. ..,.E0. .11 ,30E-ut> -.J,OO30E.Ui .0J2EU4 .34L.h1E.Q2 *.1t7E.0. .121bn'E.O...:
2.. 3-----.~Ii.' ..I .YLS -.JeiJoE.'J l.7611L-04 .A617E*04 . 34707E-04 .. 34E0 . .___
2 2 6 1 :iE -U4. .12?232C.Us -.:ldSo'E.03 .I16(',e1L*U' .13871E+U4 .3tib-i'E.04 .1J0z33E*O5
3.3U .0 .0 .59U0'iE.UI .6129/lE-01 -. 5'4040E-01 .13Afn7E-02 3 U.0 0 . .5'9U'.E+Ul..61291L*01 - .P4Q04 0E -0 1 .136~07E-02 .
4_. 5904G 0 I .19EU . -.5144E-0 1 . 1361)7E-02___ 4 .j J U *S9U40UI0 619Lu -.590.0E.01 . 13f07E'02
,i 5 t. I 1,,9E -04 .12,d3tE.js -. jzbooE.LJJ AftIIE-04. .138s7/t+04 .341U7E.04 .13043E*05
- 5 6- - -.- a.. j."iJ4 . 1~ J * S -. .5) SE+u3 eo. 2 -u .1381/E-u4 . .3617E-04 . .13C33E-05 --
6 . -- .. E-U' 1.4 30E -45 .- 32i GE -0 3. .611I3E 4. 8 118 10 E . 56 337E -04, 1_ 21hE0....__ 6 7, .b-11,iUij'. .118).,-E-J -.J,?t00E.03 .63 h43E.U *.SldIE-02 .547,7E +04 .12 1 ,thE 05
7 7 . IIJ5r'14 . -,5L -150E0 .46S22E*04.:278S3L:03 .20263E#04 .671177E+04
...... . Jj,u'E . 4 45,)E -U4. -.75003E.i02. .4.2445E #0. *oIf.03, .240U5E04.--673'.E.04-__________
8 11 JJ2 2',E-04. r545OLti4 -. 71306GE-U2 .44to35t. 04 .?05111.03 .21915E.04 .67J9'jE.04
11 .1111iE.U' ie3?SUF,-04 -. I,1000r.U2 *31JS3E.U. *I17*UE.04 -. 14!03F..04 .46513E.04 .. 4 -. 1itrc . . 3oF.04 -.?SUooE*Qe .3*b.l3.0'. ..137c)UE.04 -.Iioj23E.0 .461 65E - . -.......
10 -. 10 .-..- . ........ 0 -.. .11 .44E*0d .1157,,E-02 -. 11044E-02 .2 5 6 44 E # 0_2.. lii 11 .0 .. .0 *12044E.02 .1151
2L+~02 -. 12U-14E.02 .2b040E.02
11 11.ie2~Eu4 .u"5~.)' .-.)o0oE0. .4S9d5 .o4 .234tIE.J3 .20t 25E-04 .67465E-04 11 . 12...........-o .66450jt-.i4.-(buoE -02 .43965t:4 + U4 .2j467L.03 .224d5E.0. .67442E.' - -
..1? .12 --. J7E-UA .6 */S5jtu4 - .h.iUD0OE+0 - .5*S%092E.0. .3Cd?4E,.03 .107AE04 .... btd321E-o. -- ___ ___
12 if .3j31-3E-U4 b~6tLF.J4 -. lS~oUE-02 .442E.U4 .3tob2'.E-u3 i.03UaE-04 *679SIE-04
13 13 .j . .0 .769e8t iJ2 1:i39/E-02 - 76,..29E.02 .422,39E-02 13 .. 14 .0 ..0 .0 .762dFSE.I2 .1339?1E02 - lo2i E - 2 .82269E-02.............
14. 1.- . J. .. .0 . .0 .14',-2E+04 . 11 014C 0 04 -. 1442f-.04 ... b4E0
15 15 .j . .0 .IS 3 ffE o d .1 t.-1'E -2 - 1 5316E -2 1533SE 03. . . . .
1: It 0. 1.........0 . 0 . 1J6.~ .762 39E02 -. 17376E-02 .15356'E+03..........
Page 87
Al-tK e~ *'uiLLE LUAUS~ OE0AUW.06Hi~T Eftcu-2?
totA ! rJTAL ST.4t.SSES AN,) .AA!MU.4 5 ~SS INTENSI r
NUZZLE LUADMS 4ULAftIAElGrT*Y EAUV1..JUAfA 1,4U
ot A A NO2LE OrS S1frt PR.E S~~vULOE To fAL TuTAL TOTAL M4AXIM UM
AA -. ~o -. RnP......AOIAL AAIAL SH-EAR AXIAL .INTFNSITY
l b..*j .0 .0 *I7's.2E.Oe .624,013.2 -. 1144'2E.02 .12717E-03
1lb 17....... U U .t .42E+Ue . *?9bJE #0 2 -.J'i'42E+02 *12691E-03..............
---. 17 7--~. . .O -0 .- -. 0 . . .. IliZEIJ' *92436E*03 .11(31ii2E+04 .~..2193'dE 04.
1T Id V. . .0 *I~lIeE-U4 .9P4.15E.03 -. l.e!02E.O4 .2?0lJ'tE.0'
Id '.4 .0 .0 U.0'v . E1*E0eZ .157uoc:.02 -. 62413E-02 .7032'.E.0Z
.:3 16 .0 0-~ .15706L+02 -. 62918E+02 .70324E32.......-.----.
-9..20. ~---.UJ -.. 0..........0. ... .. 60 198iE'.!. Il0.t7E-V2.-.01*iE.02.. .63o')'.E*02..-__
lv 21 V ~ .0 .U tovdt*Ue I.!)e5,1 - .I' ) U18f:.Eo-0 *b.604.E-0?
29 22. .0 .C .100301--U4 . 38'2'.L.03 I. lU OE.04 .20370E-04
23. el........... ...... .0 1..1) IdE: -U .936i2'*L,03 I-I l IE. 04 - .212?f)E#04
0 --------0........ ..., .~...-. .. u.106E e...602 USE -02 --. 10204E-02 ---- .. 12064E.03
j2i 16 .0 .0 . ]iI2v.E-ud ..b620b1.-U2 -. 1l2e04.E-02 .12103E#03
22 IS .0 .0 .0 *l2i'0E*02 .73b-idE.02 -. i1l'.OE.02 .l'.7,IE*03
2 2 le3 U- -..-. u......U- . .~ .1014(0... .7*3oiciE-02 *-.10140t.02. .1476t)E.03-.
-.-. i 2... ., .0.. - .------...... 0.- --.. ..3e9LU04. .08e~4fU4 -.1.32 9E0 .
23 G' .u. 0 .112'Edk$, .10d2'E04 -. Il'29E-04 .24621E#04
24. 2s .3. .0 .13thOHE*) 1l07 fiE-tJ2 -. 73Si,6E.-0e .761)5E-02
24. -2.. ... U . .0 . . .73,boE-02 .1077tjE.u2 -. 13J,'.e.2 . .7h659E-02-------
___ -- .i3Eo.. tf)75E:,U4 . .-.7ioooE.02 .3014 .9.'30E.02 t! .23 .)46E
25 L . .3J375E.0. .b6-SUE-U -.7SOOOE+U2 4'4 1J 4E0. .9-005E-02 .22?016E#04. .67544-E-04
2) 2 ..i3375c .04 o7l5QC*J4 -.7-.000E.02 .4 .13 IE - U4 .91116E-02 e~l')9E*04 .67t533E.04
S25 .- J..... 337SE+G4' .bb?5UE0* . -. TS0'0E.O2. .'a~EU ~ 1b>2 .?27-E.04.. .6753biE.04-------
S.0a'.50E.,4 .-. ?5000EtO2 .3?-.ISE.0. I I .1d4E.03 . 2d-i35E.04.... .6721-5F-04.--.. -
27 'i *-3~k~ V. 7,03F-cioVi.i- 4 . ,14 -''L03 2* .dE.0. .6724.7E-04
12,3~ .1.3LU' I, i0*~' N.~oouF*02 .41l)93E+04 .l31160L+04 -. 1NJ'.)E.04 .49473E.04
2, L'3. . .. .11621,E.V e- .32it: - .-. l:)o0EL.'j 36.3t -ku' 13:760L -u4 -. 13023E-04. .46l1b5E *04.
~~~~I44 .U.......0........O........ .1 151leE2 .-. 110J-#4F.02 - 26,02 ..
,~30 .U.0 .0 lU44.Ue .I fe -. -1 20-44E o2 .2b1)O~.02
*J3 ~ 9. j .24.,6,E - ? .I -5iIE - U -~2t)bE + 2 .24656E.02
33 ii .U.. .0 .2 tet~E -u e .2 t1 80 UI j4etbE. 02 .2L.5AE-02
Page 88
EA:4Tr12,UtkFt L NOZZVLE LOAIfl I)Eit.LItGH! Ercu-2
fLEME~jT TrAL b.TKE~SSS ANLJ AAIM9UM Slktt I', 1NT714ITY
-4OLZLE LiJ-DS + OLA04.EI~imr E Ai'TTr1JUAc NU) I
V-!Lno~t' . A ItAAL A A.i, I-Lr AXI4 INTENS ITY
31 ... 32. -.. 0 .U U .. .!604!Lc'04 *e VUIL.03 -. 16641E-04 .171SdE-04
. 30- v__ .u .0.*32EU 26b42E*U1 -.2?dr?4F.02 .. 2343'iE-02 .
32 33 .i.0 .0 .2LeLo .664eE*01 -. 22d24E.02 .248-L
33 :3 1.'. .0 .2jdL5;_-0' * 17717F.3 -. 2.±IoE.04 .?211.7E-04 23 34. u U .39CEU I.. .. .. .. * o .I0~4 .l'?03 -. 210'0. *222'ThE.O4
3" *3J?2..F ,-J4 .664
.1;ri'0. -. P300*o0 .35'.)7f.0'. .601o.2E-02 .30+ ,3E.04 .67?LE.04 __
34, 35 .J ):J4 .645.'O.U4 -. 7b0 0E-0,e 346 It -O32EL#3~3E .67211E-0.as .ii~h~j. .~.o~o -.~ooE~o *4~~t)4 *.fUe 2 .31bl'w2E04
.35 . 5 .. 33 J7-.Ej' .) wl'~5l-04 -.75oDOE-u .JZ05aL 04. .34.'. (:LU2 J . dv12E-04 .6.7514.E-04 .
___ -7 .3 -.ISwj0')F-tie .23-he,,E.04 * I'i2JbE.0U3 -.. 1k0,4E04 1. .;'
37 1 10 -ii- + U4 * 3350t3ku4 . -. IioooE.oe .216LS4 -0 .'2 U? jP)4 6nE+04 .3' 520E.04
~~~~~t .0e ............ j5olIJLIol -.66J20F*02 .676nis.02_ __
.0 3 .0 u b6J?6ta.0e .trihI JE -0I -. 1 J.~ .676()'E-02
31 . .0 - .409 .0. -i~ 0'. 52 .'i?1 +,u 3 ~.~~ 04 .50979F-04.
I__ L.~ ~ ..............-. 0 . - .- -.. 73uotb.*ue 14 0 *O9 0 +U2.. 7 Jt6 E + 02. .788~95E-02 42) '1 . U .0 .0 .7 ltc1.6E-02 .14.0,16E02 -.7.Thd6E-02 .76Nq9.E-u2
41 41 .3.0 .0 .5!i0dIE*u0. .90245L*03 -.b'30jdIE+O4 .60.,k?JE.04 4 4 2 . .0 .. .0 .5106IE*0'. .9t1edDE+3 -. ,'1,161E.04 .60632E*04
Page 89
Appendix C
SANSAR OUTPUT
This section contaiins the following:
C.1 SANSAR Abstract
C.2 Local'Nozzle Stress Output
C.3 Local Support Stress Output
o
Page 90
Appendix C.1
SANSAR ABSTRACT
Page 91
SANSAR ABSTRACT
SANSAR is a multi-purpose computer program, written in Fortran IV,
and used in the evaluation of seismic and nozzle load stresses.
The program has been developed for various horizontal and vertical
heat exchanger designs but can be applied to tanks as well.
SANSAR is divided into two segments, NOZZLE and SIZMIK.
NOZZLE performs nozzle to shell stress analysis based upon the
combined effects of external mechanical pipe loads, (beam stresses
in the nozzle and Bijlaard stresses in the shell), Johns and
Orange pressure discontinuities influence, and pressure membrane
effects.
SIZMIK performs static equivalent seismic analysis of vessel
supports using "rigid" vessel and flexible support models. SIZMIK
accounts for both seismic and external mechanical pipe load effects
on the supports as well as considering internal pressure influence.
In determining vessel stresses in SIZ4IK, the methods of Welding
Research Council Bulletin #107 are used.
For both NOZZLE and SIZMIK both principal stresses and stress
intensities are calculated, thus stress comparisons can be made
for Class 1, 2, 3 or MC nuclear equipment.
C.1-1
Page 92
NozzIC Optionls
This segment of "SANSAR" is so written as to allow for the calcu
lation of allowable forces and moments as well as the evaluation
of stresses due to specified loadings. Due to the infinite
possible loading combinations, the allowable forces and moments
are found on an individual nozzle basis without regard to support
geometries. The possible options available to the user are:
Optibn #1
The calculation of maximum allowable nozzle forces and moments,
applied individually. (Since nozzle reactions do not occur as
individual loads in one direction but simultaneously with loads
in all directions, the results of Option #1 should be used for
information only.)
Option #2
The calculation of maximum resultant forces and moments, arbi
trarily oriented and applied together. (These results are
presented as resultant force over resultant moment ratios and.
are based on the worst possible force/moment orientation.) The
results of Option #2 should.be used for information only.
Option #3
The calculation of stress intensities for specific load cases.
(These specified loads are saved and reacted to the -support
locations to be included in the seismic evaluation.)
C.1-2
Page 93
The offects of pressure are taken into account in all three options.
The effects of shear stress are taken into account in Options #1
.JO and #3 but are neglected in Option #2.
For Options #1 and #2, the size of the allowable loads is based
on stresses calculated at eight (8) locations in the vessel and
eight (8) locations in the nozzle at the nozzle-to-vessel junction.
The stress intensity limit is 1.5 S in all calculations.
SANSAR Stress Output is presented in two subgroups: "Primary
Stresses" and "Total Stresses
"primary Stresses" are primary local stress results whereas "Total
Stresses" are primary plus secondary stress results.
For NOZZLE only analysis, a total of sixteen (16) positions are
reviewed for stress state; eight (8) in the vessel and eight (8)
in the nozzle.
Positions 1 to 8 are located in the vessel and are identified
using Welding Research Council Bulletin No. 107 nomenclature.
rPoitions 1 to 8 are identified as Aupper, Bupper, Cupper, Dupperi
B C rDo respectively. Alowerl lower, Clower' Dlower.
p,;itions 9 to 16 are located in the nozzle and although not
jn'cessarily aligned to the four vessel positions A, B, C, D, the
n.1e locations represent locations at the inside and cutside of
C.1-3
Page 94
the nozzle -- i.e., a plane passing through the nozzle centerline
and cutting through the nozzle thickness would contain position 9
on the inside and position 11 on the outside. The remaining
related positions are 10 and 12, 13 and 15, 14 and 16. Since the
positions at which the resultant stresses due to shear and bending
moments do not necessarily coincide, eight (3) positions around
the.nozzle (four (4) inside and four (4) outside) must be examined.
For both the shell and the nozzle, "Total Stresses" are calculated
first and then to establish primary stresses, common plane stresses
are averaged across the thickness; i.e.,
Aupper lower 2
or 2 where stresses are added on a component basis. or 2
For SIZMIK, eight (8) stress positions are reported for each support
and "load case"*. These eight (8) stress positions are identical
in definition to the first eight stress positions for NOZZLE.
."Primary" and "Total" stresses are similarly identified.
*The "load cases" considered in SIZMIK are"
1) Pressure loading
2) Nozzle loading
3) Deadweight loading (special case nozzle loading)
4) Static equivalent seismic "G" loads
C.1-4
Page 95
SIZMIK has the capability of commbining the above specified load
cases as follows:
1) Absolute sunumation of load cases 1, 2, 3, 4
2) Absolute summation of load cases 1, 2, and 3 plus SRSS of load case 4
3) Algebraic summation of load cases 1, 2, 3, 4
4) Algebraic summaticn of load cases 1, 2, and 3 plus SRSS or absolute summation of load case.4
Pressure stress effects for rectangular or square support attach
ments are based on "thin shell" pressure membrane stress theory.
C.1-5
Page 96
References
Technical Report R-103 titled "Theoretical Elastic Stress
Distributions Arising From Discontinuities and Edge Loads
In Several Shell-Type Structures", by Robert H. Johns and
Thomas W. Orange, Lewis Research Center, Cleveland, Ohio.
Welding Research Council Bulletin No. 107 titled "Local Stresses
In Spherical and Cylindrical Shells Due to External Loadings".
C.1-6
Page 97
Appendix C.2
LOCAL NOZZLE STRESS OUTPUT
Page 98
NO/ILES NJ *N2 LOAD CASE I
:;a A T P i(ETA KOEF
KEy! KEYZ KEY3 KY4 EY -- - --.--.---
Sm4l SU2 p TN TV RN IPMV___ ______ ___-- ______
_ -i 500 -- 16200;:-- 650.---- -1430---11250-7-.-180--3.900-
GAMM'A- BETA -- . . - - . . - - - - - - - - - - . . . -. .
Al A2 A3 A4 -AS......A6- . . . . . . ..... . .
1.11050 .087 .24391 .96 .038 .04378 . .. ..... . ..... ....
91 - 9 2 H3 84 95 i lo8t 07325 -- .45475 ----. 05639----285---09-~-~
--- ------
Page 99
ORIION Tmz'cE Or PROGR~AM NIOZZLE
* F O- TH4E FORCES(POU'iOSI AND 043MENTS(P0UND-!r4CHES)
Q-2952. 2952. * 90300. 90300.
PRi Pb1 4AR Y STRESSES IN THE VESSEL- AND OZ-A------------------------- - --- -- ---- ------
LOCATON C LOA~~ X . SO SY_ - TO ~ -
-6 3 86 8 ' -32 ..-...- 9_
3 7 - 6449. 1897*. - - - a . 47. -- - -. - - -
4I 649----2 e
6 -24.' 9135 -35 - 8 --- .--.-..
**---~1------ 649 --- ,;318. -25i 475--
71,3204 -325.- ---- 285. - -
0 - 1 124. 7188. -325._ -285.-....
15 1904. 7183.' -325. '
o - 16 .1943.....7188........-325 -4 09...............-C
0 -ltRSL IGPIN IPL-TESS-AL LOCATION ...51 S2 Si
SI ~~8678. -'2 . -3 5 ~-. . . . . .. . . . . . . . .
- 2 - 9136.'-- ---- 499.- -2.- ------------. _ _ _ _ _ _ _ _ _
3 --- 6450. -- 1896. -. -32b.-------------------------
4 -. 4.......64-3 18 3. -. 325. .-- . . . . . . .
6 9136. -499......-325..t
7 64530. 1896. -325.
Page 100
8 6453. 1893. -325.
9 7206. 2665. -325.
10 - 7231- 1191. -325.
12 7201. - lil. -325.
13-------7193. - 1939.-.....-325.-~ ....................
- is 7193. 1939.- -- 325. -
167220. 1912 -25.*
THE 4ESUL IN77S STRESS -.EST S-AR -
LC.A O4 S1 S23- 7 8. - - - - -- -. . .
-~~~ ~9302.299 0 J . ..--- - -- - -- -- - . -- -. -. - - - - -.- - -- -
6264 -174. . - 417---- --- - . - . .
3 4554. 2221. -- -677b;. .
48 - -. 45b0. - - 2218. - -- 6778 . . . . . . ..... - - . . . .
696340. -151.4 . -756............. .-. .
94S41. -- 2990.- -- 7531-
10 6010. 1516. -752b6.
S1 -5541. - 2264.- 751 .
2 - - -- - - 63010. 15223 .- -75 26. - - - - - -- . . - --- - .... - -. -- . - - .
1 1......5254. ~ 2264. -751d..
16 53083. 2237. . -7545.
3
Page 101
Ini TOTAL STRESSES IN THE VESSEL AD NOZZLE ARE
LOLATION SA .S SY TOX
1 554. 8908. * 89.
2 2279. 10366. 89.
3 7135. 3919. . 47
4 7135. 3919. * , 131.
5 - 1.00 8447. -650. 89.
.6 -3275. 7903. -650. 89.
7 5763. -126. -650. 47.
8 5763. -126. -650. 131.
9 -11168. 3052. -650. 260.
10 -12519. 3052. -650. 260.
11 16533. 11324. * 310.
12 14927. 11324. * 310.
13 -11843. 3052. -650- 136.
A4 -11843. 3052. -b50. 385.
15 15730. 11324. * 185.
16 15730. 11324. * 434.
THM RESULTING PRINCIPAL STRESSES ARE
LOCATION SI S2 S3
1 8909. 554.
2 10367. 2273.
3 7136. 3918. .
4 7141. 3913.
5 8448. - -1801. -650.
6 7904. -327b. -650.
7 5764. -126. -650.
8 5766. -129. -650. 7
9 3056. -11173. -65'.
10 3056. -12523. .-biO.
11 16552. 1130t.
Page 102
8 5766. -ld9. -b650*j
9 3056. -11113. -Usu.
10 3056. -12523. -650.
11 16552. 11305.
12 14954. 11297.
13 3053. -11845. -650.
14 3062. -11853. -650.
15 15738. 11316.
16 15773. 11282.
T t. LRESULTING STRESS INTENSITIES AHE
LUCATION 512 S23 531
1 8356. 554. -8909.
2 8089. 2273. -10367
3 3218. 3918. -7136.
4 3227. 3913. -7141.
5 10249. -1151. -9098.
6 11179. -2626. -8554.
7 5890. 524. -6414.
8 5895. 521. -6416.
9 14229. -10523. -3706.
15579. -11873. -3706.
5246. 11305. -16552.
12 3656. 11297. -14954.
13 1489d. -11195. -3703.
14 14915. -11203. -3712.
15 4422. 11316. -15738.
16 4491. 11232. -15773*
4 .- .- . - -- -- .. - ... . - .*
Page 103
NOZZLES N3 *N4 LOAD CASE 1
KiJPT KTYPE KB3ETA KOEF
KEYI KEY2 KEY3 KtLY4 KEYS
S"1 S112 p TN TV RN RMV 17500. 15000. 150. -J.750 1.5000 8.0000 28.2500
G~u1A BETA V kd.83 .2478
x Y z .0000 7.7500.'' .0000 - -- --.
AlI A2 A3 A4 AS A6 e.09495S .07266 .80504 .08500 2.05920 .03123
ql 2 3 94. PS 06
2.80574-.04293' -134830 -;.04346 .72;56~ - - . -. . . . .
.. ~c ......
Page 104
OP110a4 TmQEE OF- PROGR~AM NOZZLE
FOK THE FORCESIPOUNDS) ANO MOMENT5tP0UND-TNCHES)
-- ---- r--- FZ- -- X ~~MY,- Z........
-5523. 5523. .* 210300. 210300.
_TImc-!AQY- STRE5SES IN THiE VESSEL-ANO -NOZILE- ARE--- -.
LUCATION SO so SY -Tax
1 7s3. 5639.- -75.- 349.
2- ...... .533.- -- 9153. --- -7*----- 349;-- .....-- .-. -.-..----.---.-.
3 6077.- 1195.- -75e - 202.
4 6077. 1195. .. 7S -. 495...
- 6 533. 9153. -75. 349..
* 7 6077. 1195......-75. 22
- 607......11 45.. . ~75. ..*** 495*.- . ~ - . -.--..- .. . -...--.-.----...-..--
9 S3580. 6309. -75.- 1461 .
10 -1655. 6309. - 75 - 1461.*
11. 5380.~ 6309. 7 -75. 1461 .~~..........--.- - - - .--- ..---.-
12 -1655. 6309. -75. 1461.
13 -1863. - 6309). -75. h 6l.
'14 - 1863.-- 63U 9 -75. - --. 2062.. --- . .
is5 1863. 6309. -75. 861.
- 16 -1863.' 6309. -75. 2062.
-. ~t: RESULTU:S PRINCIPAL STOESSES ARE
LOCATION Si 52 S3
- 1 5658. -802. -75.
- - - - - 9168.--- 519. -75.
3 -- 6085. 1186 -75.
4 626 1145. -75.
5. -...... 5802. 75. r7?q
7 f, 11" -U) ..-
Page 105
** -7n.
7 60$5. 118i6. *>
d 6126. 1145. -7n.
9 7378. 431.. -75.
10 6569. -1915. -75.
.7378. 4311. -75.
12 6569. -1915. -75.
13 6470* 1701. -75.
7118. ..... 1054. -75.
15 6470. 1701. .
16 7118. 1054. -75.
'Tmt. ESULTNG STRESS-1JTENSITIES -ARE
LOC4TION S12 S23 531.
1 6460. -727* -5733.
2 849. 594- -9243.
3 4899. 1261.- -6160.
4 4981. 1220. -6201.
-6460. -727. -5733.
6 8649. 594 *9243.
7 4899. 1261. -6160.
-4981. 1220.- -6201.
9 3067. 4386. -7453.
10 8484. -1840. -6644.
11 3067,- 4386. '-7453.
12 8484. -1840. -6644.
13 -- 4769.- 1776. -6545.
14 .. 6064. 1129. -7193.
15 4769. 1776. -6545.
16 6064. 1129. -7193.
Page 106
Tol TOTAL STRESSES IN TriE VESSEL AND NOZZLE ARE
LOCATION SX SO SY TOX
1 -4259. 3961. * 349.
2 7024. 13497. . 349.
3 6972. 3140. . 202.
4 6972. 3140. * 495.
5 2693. 7318. -150. 349.
6 -5458. 4809. -150. 349.
7 5182. -751. -150. 202.
8 5182. -751. -150. 495.
9 -8708. 2108. -150. 1426.
10 -15575. 210,3. -150. 1426.
11 19469. 10510. * 1497.
12 12264. 10510. * 1497..
13 -12141. 2108. -150. 826.
14 -12141. 2108. -150. 2026.
15 15866. 10510. * 896.
16 15E$66. 10510. * 2097.
THE RESULTING PRINCIPAL STRESSES ARE
LOCATION Si S2 S3
1 3,76. -4274.
2 13516. 7005.
3 6982. 3129.
4 7035. 3077.
5 7344. 2667. -150.
6 4821. -5969. -150.
7 5189. -758. -150.
8 5223. -792. -150.
9 2293. -8893. -150.
19 2223. -156W0. -150.
11 14712. 102t7.
Page 107
10. 11 19712. 102b7.
12 13122. 96t)3.
13 2156. -12189. -150.
14 23 -!2424. -150.
15 16012. 10364.
16 16589. 9787.
THt ,ESULTINf STRESS INTENSITIES A-E
LOCATION S12 S23 531
1 8250. -4274. -3976.
2 6511. 7005. -13516.
3 3553. 3129. -69d2.
4 3957. 3077. -7035.
5 4677. 2917. -7494.
6 10790. -5819. -4971.
7 5946. -608. -5339.
8 6015. -642. -5373.
9 11186. -8743. -2443.
10 17912. -15539. -2373.
i1 9445. 10267. -19712.
12 3469. 9653. -13122.
13 14345. -12039. -2306.
14 14915. -12274. -2541.
15 564a. 10364. -16012.
16 6802. 9787. -16589*
.~.V
Page 108
NOZZLES NI *N2 LOAD C ASE 2
Ki)PT KTYPE P'8ETA KtJEF
KEYI ,(EY2 KEY3 '(LY' KEYS
Si S142 p TN TV RN R'4V
17500-. - 1,520 0. 650. 1.1430 3.1250"--7.1880 23.b900
Ci-UJA H ETA 7.58 .2bti
- - .0000 -. 9.0600 - .0000
Al A2 A3 - A4 -AS.....A6
1.111,50 .O4807 .24391 .09464 .90938 .0437 8
A8 2 83 94 us 96
1;28264 .07J325- .45475 -. 05639 .24895- - 0699~5
Page 109
0I.'ONj THREE OF PfOG4AM NOZZLE
FUK THE FOiCEStPOUNDS) AND MOENTS5(OUND-INCHES)
X VFY MX- FY MYMZ 2952. 2952. 90300. 90300.
TH PRI14ARY STRESSES IN THE VESSEL AND NOZZLE ARE
LOcATION - SX SOY TOX
1 -560. 8906. -325. 131.
2 -5.- 8906. -326. 47. --
3 - 6335. 1835. -325. 89.
4 6564. 1958. -325. 89.
5-560. 890. 325*- -- '131 .
6 -560. 8906. -325. 47.
-7 6335. 1835. -325.-- 89.
8 6S64.' 198325.i-9
9 2683. 7188. -32t* 285.
10 1204. 7188. --325* 285.
11 ----- 2683.--- 7188. 32 .285.:
12 1204. 7188. -325. 285.
13 1943. 7183. -325. 409.
____14 1943. 7188. -325. 161.
15 1943. 7188. -32.. 409.
16 1943. 7188. -325. 161.
THE RESULTING PRINCIPAL-STRESSES ARE
LOCATION S1 S2 S3
1 8908. -562. -325.
2 8906. -561. -325.
3 6337. 1833. -325.
4 6565. 1956. -325.
5 8908. -5b2. -325.
6 8905. -561. -32S.
7 6337.. 1833. -325.
Page 110
.v0 0.
76337. 1833. -325..0
86565. 1956. .32S.
9 2t5:6z~.
10 7201. 1191. -325.
- 172065. 2665. -325.
12 7201. 1191. -2.
13 7220. 1912.
- -4 - -- 7193. - 1939. - j5 --- - -
15 7220. 1912. -2.
- 7193. 1939. -325.
-- TrIE RESULT INC, -STR~ESS INTENSITIES AKE - -*- -- -- - - - --- -.- -.
LOLATIO.1 512 523 531
1 9470. -237. -9233.
- - 9467.-, -2:J6. -- 93.------ - --. .-..- - . . . - -.--.---.
3 4503. 2158. -6662.----
4. 4609. 2281 I. -6!390. -
S5 9470. -237. - -9233.'~
6 9467.. -236. -9231 .
7 4503. 2158. -6662.
- 8- 4609. -- 2281. '-6890.----_ - ----- ---- - -- - - --.- - -
- 9 4541. - 2990. -7531. 10 - 6010. 1516. -7526.
11.......4541......2990.-- -7531.--- --
12 - 6010. - 1516. -7526.
* 3 5308. 2237. - -754b.
----14 -- ~ 24----2264. - -7518.
* 15 5338. 2237. -7545.
* 16 5254. 2264. -751d.
Page 111
THE TOTAL STRESSES IN TalE VESSEL ANU NOZZLE ARE
LOCATION Sx so SY TOX
1 1417. 9637 * 131.
2 1417. 9637. .47.
3 6376. 2775. . 89.
7995. 5062. . 89.
S *2538. 8175. -650* 131. 6 -2533. 8175. -650* 47.
7 6294. 895. -650* 89.
a 5233. -1146. -650. 89.
9 -11168. 3052. -650. 260.
lo -12519. 3052. #J50. 260.
11 16533. 11324. * 310.
12 14927. 11324. * 310.
13 -11843. 3052. -650. 385.
14 -11843. 3052. -650. 136.
15 15730. 11324. * 434.
16 15730. 11324. * 185.
TalN RESULTING PRINCIPAL STRESSES ARE
LULATION S1 S2 S3
1 9639. 1415.
2 9638. 1417...
3 6379. 2773.
4 7897. 5059.
5 8177. -2539. -650.
6 8175. -2538. -650.
7 6295. 894. -650.
8 5234. -1148. -650.
9 3056. -.11173. -t50.
10 3056. -12523. -650.
11 16552. 11305. .
Page 112
* ~ ~ ~ ~ ~ 1 0?.. - ~'**y.( -t 1 )OF.03 -. 9,77E-04'
EA-4TWW~A'E 2 .
-- 0 E-A ... L S F iOR OUTPUT VECTUP 6__________ VEA4 T -AS -ES-E -TO.--S1-0N A L -STRCESSES AT USER L6CAl IONS- -. AilMIA' ---- -- r4T~iMU CAN E
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Page 113
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Page 114
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Page 115
d E G 1 14 INDUT LOA!) CASE NJ. I TITLE( NULE LOAJ CASE I
NdJUAL POINqT APPLIED FuLHCES' FU LOAU CASE WO. I
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Page 116
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Page 123
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Page 124
8 E 6 N v4PUT LOAD CASE NO. 2 TITLE( NOZZLE LOAD CASE 2
.du.jAL POINT !PPLIE') FUCES Fvjq LOAJ CASk NJ. 2
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Page 125
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4..4 JA 0.0 -5.'aE-12 5.q9'L.00 Z.46E-0 I -5.904E+00 -b.67tSL*00 -S.b62E*OU -5.43.'6E*00 -6.3714E-00 2.73E-00 -BEAMG .--. .5 J-! 100.0 -5. vE-12 5.9-ut'00 2.'6E-01 -5.904E*Ou -5.670iE-00 -i.837E.00 -5.6114E+00 -6.1966E-00 2.81E-00
5 JA 1.0 1. slE-11 4.566L.02 1.15E-03 -2.243E>O. 2. ,iE - 0~3 4.5-t0E.02 2.10472E-03 -2 6457E-03 1.SgE.03 PIREG ~---.--t, Jd -330.1,~1 4. LU2.. 1.161>0.3 !2.e93E>02 ..2.080t..04 .- e.i 93E-02. 2.0877E.03 -2.54t2E*3-1.56E.o3 ___________
- o JA 0.0~ .I0 -6.tl b 6.)L.01 ..9.41E-12 -1.270E-11 9.123L.0l 9J.123E.&)1 1.21)02E-02 -1.2902E.02 6.45E.01 PIPEG. . . 0 7 Jd 100.0 -b.OIL.01 -6.61L-01 9.4.1E-12 -1.270E-11 1.576E-02 1.576E.02 2.226bE.02 -2.2236E-02 1.l1E.02
1 7 JA 0.0 -I~.2-1.69E..02 4..e4E-11 --3.414E-11 4.05tE,02 4.056E+02 5.73")4E-02 -5.73b)4E-02 2.87E-02 PIPEG 18 JA 10 0- 0 1. 0,E~o -1. 2 .. 4.2d4E- I -3.414i:-11. .. 4. 79SE -02 4.795E-02 6.73f]7E+02 -15. 7u 0 1E 02- .3. 39t: -02---____
8 JA .. 0.0 -1.j-)1>o2 -1 .01cl.02 1.00E1.-l -2d.837E1.-I 2.47/E-02. 2.'.77E-02 .3.5033E-02 --3.5033,1:02 1.75E-02 PIPEG - . . 1d ill3- 103.0 -1.(,IE+02 -1.04L.0" 1.0.-Il. -e.!337E-11 3.02t.0 3.032E.02 4.24lH6F202 -4.28ds6E.02 2.14.E-02
9i 10 JA 0.0 -L .J9E-12 -4.5it'o2 -l1IE-03 2.2bbE.02 -2.072E-03 -.. 2E.02 2.573JE.03 -2.1196E-03 1.73E*03 P IPEG Jt--110-.AE1.-.J-) -. 1 .15--3.- .2.268E-oe ..- 2.072E -0. 2.268E>02. 2.5253E+03 -2.o717E.03 1.71E03. ------ _
10 10 JA -0.0. 1."uJE-12 -1.10L.I01 -5.261.-al . 0lE-01 1.~2>I 1.115E-01 1.1679E>01 I.0411E-01 5.46E-00 BEAMO.......__ 13 11 J4~ 10).0 1.4.'1-2 -1.1,)L-01 -5.e61.-01 1.105E-01 1.0 .21..ol 1.154E-01 1.20681>01 1.0022E-01 6.06E-00
1---. 12-.d10u.. E3l 1. 1.lE02 -2. JIE-01 ..e-I 2.S3JEAO2. 's.149E*.02 4.8611E+.02 -4.861111.02 -- 2.44E-02.--..
112 2J .0. ..1o 2.50t..02 I.,7Eo -9.118L1-11 4.90311.02 d.1j301:,o2 9.4086E-02 -9.4086E+02 4.73E1.02.. PIPEG-
1-1 13 JA 0.0 -1.03L.01 6."),E-02 1.'J7E-cj2 -,4.315E+0U -8.40.3L-00 -8.314E1.00 -8-2261E-00 -8.4036E-00 4.1111.00 BEAM G .1. 14 J8. 10C . J- 05E Oj1, 6.5)1.02. 1.07L-02 78.315E1.00 -8.33/E>00 -d.31511.Ou -8.2')?IE.00 -03.33,9E- 00...15E.-0----- ----14.15J 0.0 1.21E1.02 90.6Ut-01 2.4kE+UU 1.52AE11.02 3.416E+02 . 167511.02 3.5S'26F.02 -5.U 89E-01 171.2BA1 .
1. 14 J-i 100.0 1.41E.02 9.60L-01 2.4E+00 1.528L-oe 9.86VE+01 1.665E1.02 2.2o6d11.02 8.4990E1.01 1.1011.02
LD 15 JA 0.0 -8.jIE-00 b).5-JE-02 5.1ldE-05 1.048E+01 1.055E1.01 1.047E1.01 1.056811.01 1.0390E1.01 5.2811.00 BEAM, . ..-16 Jd8..105.0 -8.JIL..'0 15.5,L-02 5.ldE-os -. .04811.oi 1 1.oP-11.1 .1.046E1.01 1.080211.01 1.0154E1.01 S.40E1o--------
10 16 JA 0.0 -2.19E.00 1.61L-00 -5. 1AP1-05 -1 .048E.0 1 -1.0A11101 -l.u'.21101 -1.0294E1.01 -1.06721101 5.1511.00 IiEA'AG
11 17 JA 0.0 -4.0o1;-01 2.3-)t+01 -I.S24E-u2 -?.634coe? -l.?7o'E.o2 -1.64S511.01 -2.892611.o2 8.59E1.00 811A4G . 1- ia ji 1co.o -i..uit~ol 2.3--E-01 2 - . 0 U -1.5 2')E, -1 .81 t C G -1.53131102 -1.22!3711.02 -1.833411,02 6.12E-1l-5 3 1,; 1 JA ~., 1.5h11.ol I.;IIE-00 1.1,IvE-oJ ed..19?-uj 2. L'.bEL00 2.t102E.00 2.8S6511.00 2.7212E-0C0 1.4.3E100 BE-111 I -i J,! 103.0 1 . -0 1 1 .~ 6~.~ 1 n-A I. PiE-03 ?. 192e '00 ?. 78UL1 00 i . 792E. 00 2.803/1*00 2. 7d'oE.09 1.4011.00
?~ ? J4 9.0 o -I.o't-91 I :.5-02 1.1 1/L-02 9.007t--02 6.6.11-0? 9.442')E-02 4.7904Fr-02 4.47E1-02 BEAM6, -
Page 131
- - ---- - - - --- -'~-.,. .. ;.- nt s L*r-se*U
17 JA 0.0 -4.01t*L1 2.3DL*01 .-2.t.00 -1.529E -.02 e -1.27000 *I.64SSE*01 18 Jts 100.U -4 . ;/L*0 1 2 . 3*>E* -0 L 'ret* -00 - 1. 9t u 01 1* - ) IJL*-0de -1.2237E*02 -1I.V3 J'*E*-0 ? 6. 1 2L*0 1
. 19 J 4 0*0 1* -OE*0 1 l .0 *00 1.19-0J- e . 9"E*L U 2.?8H46-000 L2.u02E*DU i .8365E*00 2. 72 12E*00o 1.43EC00oo dAmk 1i 14 J3 100.0 1.5E*0 1 1.61E00 1.19E-03 2.792L*00 2.78UE*00 2.792E+00 2.80371E00 2.78u00oo 1.40E.0O
I ?0 J4 0.0 5.e>E*00 -. .03-91 L .E-02 I.11E-02 9.0070-02 0. tHIf-02 Y.4429E-02 4.7904E-0? 4.4 7E-02 BEAM(, 1- 21 JA 100.0 5.25 F0 -7.uE-01 1.aSE-02 7.117E-04 9.5.L -UZ 7.?7E-02 5.5S-02 5.678A)E-0; 4. SSE-02 do 22 JA 0.0 -1.U".00 -1.0J*01 4.05000 -1.650.Ul -1.13It*-U -6*139E*DI -J.0197E*01 -1.22tsit*02 1.59.I BEANG6 Io 21 J1 100.0 -1.*L*Uv b-I.QJt.Ul 4.04*0 -7.6sOE01 IL l.ikn'02 -. 72E*01 -2.1f04E*01 -1.3140E*02 1.1*Ul
21 22 JA 0.0 7.12L-02 -7.03-01 12.J -04 -5.246E*.0 -5.262'.00 -. e54E*00 -5.221.2E.00 -5.2687E*O0 2.61E*00 BEAMG 41 15 Jei 100.G. 7.12E-02 -I.GDL-01 1.V2E-04.,-5.246E*UO -5.21)4E*00 -5.e3'#E*00 -6.2167E+00 -5.2763E*00 .2.,131 E*00u
22 16 JA 0.0 .S."E*U0 2.3't*00 -1.02E-04 5.242E*00 5.44s.00 >.J33E*00 5.5374E*00 4.9456E*00 2.77E*00 6EA4G 22 23 J- 100.0 5---lLE00 2.3:000 -1.02E-04 .242E*00 5.2491.00 5.266E+00 5*3131fE*00 5.1699E00 2.66E*00
eJ 23 JA 0.0 8.11.*0 3.47E*01 -4.M.E*00 7.643E*01 1.91"1.02 1.079E*02 2.23371*02 -7.o5151. 1.12E*02 BEAMG ms 24.Jd 100.0 8.16L01 . J.4?C.*01 -. 6*U ..7.643;1 2.649t*01 7.187E*01 1.2993E*02 2.3931E*01 -6.46E*01
. 25 JA 0.0 -5.2e.000 2.31E*00 -3.i7E-03 -5.594E*00 -5.647E+00 -5.579E.00 -5.5266E*00 -5.6618E*00 2.76E*DO BEAMG 2-. 24 J-3 100.0 -5.e4E.00 2.35*00 -3.57E-03 -5.594E*00 -5.614L-00 -5.594E*00 -5.546E*00 -5.6138E00 2.79E*00
e 38 JA 0.0 -2. E*-01. -9.36E*01 3.0HE*00 7.901E*01 5.661E.01 -1.666E*01 1.7127E*02 -1.9244E*01 8.87E*01 PIPEG e5 -26 Jd 100.0 -2.E*01 -9.30-01. 3.6E100. .7.901E*01 1.4611*02 2.135E.02 2.8471.02 -1.2669E*02 . 1.42E*02,- -
2 26 J4 0.0 -2. 91 01 -9.3DE*01 3*b8E*00 7.901E+01 1.461+O2 2.135E+02 2.8471E*02 -1.26o9E*02 1.42E*02 PIPEG 25 27 Jd 100.0 -2*1'001 -9.30E*01 3.9o00 7.901E*01 2.43 3t+02 5.88E.02 6.1439E*02 -4.5637E*02 3.07E*02
e1 27 JA 0.0 -1.1E+01 -6.0th*01 1.OE+00 5.060E*01 1.3571E02 J.141E*02 3.2741E*02 -2.2581E*02 1.64E*02 PIPEG 0_ 3o: J 100.0 -1.s E0 1 -o.OE*01L 1*90E*00 5.080E*01 .1.4521.E14 3.443E*02 .J*5961E*02 -2.5H02E*02 1.10E*02
4c! 29 JA. 0.0 -4.:3L*02 O.70L-12 1.15E+03 2.268E.02 -2.54'*E*UJ 2.26E+02 2*9474E.03 -2.5437E*03 1.89E*03 PIPEG 2d 28 J3 100.0 -4.53L*02 6.70E-12 l*ISE.03 2.26dE+02 -2.072E.03 2.268E.02 2.5253E*03 -2.0717E*03 1.71E*03
29 29 A 0.0 1.10E*01 -2.91L-13 5.26E-O1 1.105E+01 1.041E*01 1.105E*01 1.1679E*01 1.0411E*01 5.86E*00 BEAMG e 1. 30 J3-. 100.0 1.10V*01 -2.91L-13 .5*2E-01. .1.105E+01 1.0021.01 1.10.5E*01 1.20SE*-01 - 1.0022E*01 6.06E*00
JO 30 JA .3.0 -2.J3E-12 -1.30000 4.o3E-04. .012E*O. 4.0121.00 J.961E*00 4.0622E*00 3.9613E*00 2.03E*00 BEAMG 44) 31 J6 100.0 -2.33t-12 -1.30L*00 4.d3E-0. 4.012E*00 4.012E*00 4.007E00 4.0171E+00 4.0065E*00 2.01E*00
31 31 JA 0.0 3.ukE-12 -7.24E*01 8.58E.01 2.229E.02 -6.693E1.l 2.193E.02 5.1630E-02 -7.0547E*01 2.72E*02 BEA9G 32 Jo.. 100-.0 3.o4E-12 -7.2'..01 d.*8HE*0 1 2.229E*02 -6.69JE*-01 2.241E*02 5.1395E*02 -6.8200E*01 2.11E*02
30.JA . . 0.0 -5.5'E-12 1.7d1600 1. TE-04 -2.5701*00 -2.5691.00 -2.505E*00 -2.504HE*00 -2.6343E*00 1.25E*00 BEAMG J2 33 J1 100.0 -s.39-12 1.70*03 l.7E-04 -2.570E+00 -2.569E*00 -2.567E00 -2.5664E.00 -2.5729E*00 1.28E*00
ii 33 JA 0.0 -3.23E-12 9S.dE+0) 2.79E01 -1428E*02 7.495E.Od -1.407E+02 7.5149E.02 -1.0370E03 3.77E*02 BEAMi .34-J- .100.0 --3.23L-12 .9.ddL*0L 2*.I91.-J.428Eto2 7.4951+02 -1.474E 02 .7.5413E*02 -1.0396E*03 .3.76E*02
34 30 JA 0.0.-2.14E-12 -1.01L-11 0. -8.566E-12 -3.560E-12 -2.859E-11 . 1.2071E-11 -2.9202E-11 6.04E-12 PIPEG 35 J3 100.C -2.14w-12 -1.u7L-11 0. -d.566E-l -8.566v-12 -3.o601-11 2.1465E-11 -3.8596E-11 1.07E-11
J3 35 JA 0.0 -2.u4E-12 -4.9-.E-12 -7.57E-14 -6.662E-l -4.240E-12 -1.151E-11 -1.2463E-12 -1.2077E-11 6.28E-13 PIPEG S36..J3 10.0 -2. 2) -7-12.-7E-14 .- 6 .62E-12.-4.240E-12 -0.662E-12 -4.2399F-12 -9.0436E-12 2.12E-12 u
O 37 JA 0.0 7.06*01 1.241*02 2.21.+01 -5.270E-11 9.269L*01 1.354E*02 1.6406E02 -1.6406E*02 8.50E*01 PIPEG 40 16 Jd3 100.0 7.08t-01 1.24E*02 2.21E*01 -5.270E-11 3.A6UE.01 4.092E.01 5.bl79E+01 -5.6179E*01 3.57Eol
1 15 JA 0.0 -1.4.4E*01 -4.63E*01 1.9E*00 3.907E*01 2.075E*01 -J.170E+01 1.1217E*02 -3.4035E01 5.61E*01 PIPEG -,. -38 J,. .10.0 -1.43E*01 -4.631*01 1.9 d200 3.907E*01 2.400.E01 -0.200..00. 8.7614E.01 -9.4794E*00 4.11E*.01
JO . 11 JA 0.0. 4.+7E-01 -4.0#E*00 -7.2?e-04 -3.347E*01 -3.34E-01 -J.360E*01 -3.3323E*01 -3.3615E*01 1.67E*01 8EAMNG id 39 ;; 100.0 4.7.L-31 -4.091E*00 -7.21E-04 -3.3471.01 -3.347*1.C -3.346E01 -3.3458E*01 -3.34a0E*01 1.67E.01
j~ 39 JA 0.0 -3.2
3 L-12 -2.2/1E02 -1.031.02 -1.dhoE*.3 -1.194E*03 -1.852E-03 -1.162E03 -2.5329E*03 6.02E-02 BEAMG .'n J*3 1.0 -3.c3E-12 .- 2.2. +02 -1.3t*02 -1.db0E*03 -1.194E.03 -1.637E*GJ -1.1709E-03 -2.5482E*03 5.94E*02
.j 11 JA 0.0 - 5.-*- 1.17E*01 -1.06E-03 4.0(3lh01 4.0u'1E*01 4.129E*01 4.1309E01 4.0359Ef01 2.07E*01 BEAmG -. 41 J1 100.0 5.01- 1 1.17E*01 - 1 1.0oE-03 4.013C+01 4.093'*0: 2.03 1.78E-l 4.015.86E*01 4.071E601 2.04E*01
Page 132
-' 41 A ~ I. ' L>-12 usft 3'..'U 1 1I 0 *3 42-3'.S .OJ 3.37t34E.03 1.15VIE.O3 1.h9E-03 BE A'4.1 42 JA 10J.0 9.fOL-12 6.4/E.02 -6.-uE.o1 2.264E.oi1 19 iL.OJ .e6EQJ. 3.3492F-0O3 1.ldb3E.03 1.8E0
NOIZLE LOA.) (JAIL 2
-' MAXIMUM STRESS SUAA~ry FOHI I8 E A A4 5 T E~ S S E S FOIk .)tTPUT VECTOR ?
--T44'jSVERSE TOqS!ONAL -STRE!SES AT 1J3LR LUCATLJIS M iAXIMUM M.'NIMU - COl' INE) Simft~ . SHEAH (Toc/j) A d C (P/A.NC,1.) (P/A-fAC/f II SrRESS
'IAA. HEA4 STPESSES=. 1.4.3E-02 b. 47t:-02 1.16E-03 2.269E+03 2.0$'IE.UJ 2.JOSiE.O3 3.3744E.03 1.1I3d3E.03 1.4~9E-03 8EA' \los. = 12. 41. S. 41. 5. 41. 41. 41. 2A.
M'4. 6,ELM STRESSES= -4.t.2'E~o2 -4.5 .-02 -1.16E*03 -1.8b)OE*OJ -2.544E.03 -1.852E.03 -1.1862E#03 ,2.6457E.03 6.283E-13.......- . .
2EAM Nos. . 39 2 8 3-) 39. ... s
Page 133
l ~ t.,tJT L-*)A)- CAX.-E i~u 3 TITLE( NUZLLE LOALJ CAbi. 3- MAXIMUM UVERTUNNU MOMENT
N'AL POINT APPLIED FUONC73 FU4 LOAIJ CASE NJ. 3
k:OE1 )12 3 X4 X5 X
_ -k 92L ~jE+ 0j . .952CO0E-03 "-------.-.030J000E-04- -9.030O0E0O4 -------------.... 6 -e,'JC.3 .952^,uuE-3 0. -9.03UO00E.J4 -9.0300'0E04 -0.
.... e1 J.ijSCO E.O -J.9v~f0~oL3 5SS3000E.03 -2.9?'40OOE.U5 0. -0. -.
9 0. 1 . ts IUO0.0 0. -2.9740OOE.uti 0. -0.
N-jJ±L PO!!4T 4:'PL!IEO LUA.)S A! U/Oq ,JISPLACEINTS t7INAL SUM~'AA-Y FIj' LCAL, CASE NO. 3
N rE X, Ae -xi A4 X5 X6 d
* *N4.jfE* IF A FINAL Stlr-IA4 Y OF APPLILU JDMAL LOADS ANU GE14ERATED LOAUS IS UES!REO AT THIS POINT,
-.. CODE A I IN CJLUPN ?o CF Tl!L 514TIC CA90.
.-........ 2cCt AN'O m0-JioNT. SUJ,44AT-ION
AR'J AA".S PAH ALLEL T'J SYSTEMN AXES
-- _____T 7!---.- - . : J.,I i~ A T Pl-JI~iT. (0.s0.,0) ... -. . .. . ...
SJ?-!f4ATIJi 1*40LU,)cS LOADLS APPLIEL) TO RESTRAI.tLd 0OF.
.FX2..- . . . . . . . .
I -. ?1.3'3C Uc -7
-. .........j . .... . . . . . .
~J..-. .... P.
Page 134
NOZZLE LOAD CASt 3- 4AXIMU' OVERTUNING MOMENT AXIA 4- EL E K., N. T. L 0 . .A..JS FOR UUTPUT VECTOR .- 3_ AXIAL . R SHEAR IokJ41IN dENO1ING nDNDING * EAM. .L(AU-L~r-tj.j . .e V3 :. r M2
. . . -~. NJ .NODE--EPCE T . M3
1 J4 0*0 1.16415E-0g 3.376)4E-09 5.58794E-09 165E-9 . 08 S -- 1000 1 E-09 -3.37004E-09 5.57E-091.d6bL09-.0616F0. .4 E-08
2 3 JA 0.0 -2.95200E*0j 3.492.6E-10 -2.95200L*03 _9.0300UE*04 2.b745Ir04 -9.030OOE.04 PIPEG e 2 J- 100.0 2.95200E*OJ -3. 924.E-10 2.9520-0E*03 -9.0300t-*04 1.865E-09 9.030OOE.04
3 3 JA 0.0 -2.95200E*03 -2.79347E-09 -2.95200E*03 9.0300UE*04 -5 1 E+04 -
9.03000E.04 8EAMG 3-- 4 J4 100 . 0 2.9-5250E*0J 2.793)7E-09 .2.95200F03 -9.U3000L*04.9.667d0E04 9.03000E04
- 4 JA .0.0 2.5?0E*0J . d65E-09. 2.95200E.03 -q.0g3000:04 -9.b6d0o4 9.g3()0.04 BEAM. 100.0-2.616-07 S 5 JA 0.0 2.9S200E-oi S.b2ol.7E-11 2.95200ir.*03 -9.0.300~JE.o4 -2.6745IE*04 9.OJOOOE-04 PIPEG
6 J3__I._S.d21./E- 11 _ .95eOL.03 -_9.01000L-04 -2.2459E-09 .-9.030004._. __
4 .JA 0.0. .-1.16415E-10 -5.Y04U.'JO.. -5.C20400E*03 .-3.35 27oE-08 .-l.806O0 5 1.80500E*05 PIPE6.........-. . 7 .Jt 100.0 1.11,415E-10 5.q0t3JE,03 5.93400t,03 3.5do,-o 3
.11 96
4E-05 -3.11964.E-05 1 7 JA 0.0 -l.57I1E-ir' -5.c40-4UUE.03 -5.90400E.o03 -b5d9Lo3 -3119b4F..05 .. 11964E.05 PIPEG -- t. L _e. 1.S?1t1lE-00. ._.5915E0.S .90400!L.03.b.5794E-08,.3.bd7boE.oS .- 3.6i87boE.0 ______
- 13. JA .. 0.0 ..- 1. 2jE-0q -5.9300E+O3..-5.90400t-03 -3..351E-us -3.6ii7ooE-OS 3.69760E-oS .. PPEG .- ~ .
III1 JA 0.0 -N.26? A jEG 2.141 j8E-I I -3i.522:)OE>O3 2-0')E0 4.31893E-04. -2.10294E-05 P IPEGSlO ~SS 0-.?.91 U J E-u1 5.52.. J_.eIe4+5 4.8 94,E-09 .. 2.I029'.E*o -- ________
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8d- a ft 0.0 -1.v-32 -1.0,.04 1.13E-11 1.124E-11 2 .47 7t. 0
2 e.477E.02 3.503J .2 -3.5033E-102 1.75E-02 PIPE G
11 J3 1'$0.0 -l.U-E.02 -i.O1E.02 13E-11 1.124E-11 3.032E*Oe :.032F.02 4.2986E.02 -4.18d2E-02 2.14E-02
9 10 JA D.0 2.JIE-12 -4.Si.J02 -1.15F.0-1 ; 2 -2.012t03
-2.452E-02 e.5733F03 -2.1876E*03 1.73E*03 PIPEG
I . 1U 10 J4. 0.0 4.1'iE-12 --1.1JL.01 -5.bE-01 1.10S01 1.05~.E01 1,115E-01 1.1679E-01 1.0411E*01 5.116E*00 BEAMG
L 1 11 j' 100.0 4. L9E- 12 -1.1Gt.0I -5.1ji I1.105E-01 I.052t.01 1.15!-E.01 1.2068E1.01 1.00?2101 6.0)bE.00
11 11 JA 3.0 8.11E-01 I.9n-E.02 2.276-01 -J.051E-11 3.u4E.00 -.. 37E+02 5.8111E*02 -5.8111E02 2.41E* 0 2 PIPEG
. 5-2. Ja 10 0.3- 8./IE-2ul 1.54 02 2.27E*01-3.051E-11 2.55L*03 '..e34E02 4.9472C-0 -4.9472E*02 19*.4 P02 .
1e 12 JA . .0 1.JtEGC2 2.61E*02 4. E-01 -4.16541-11 4.9513*01 8.19E+0? 9.573E*02 -9.57530E02 4.5E1*02 PIPEG
le 37 J- 1330 1.lE*02 2.2Dic*u 4..0E-01 -4.184C-11 1.S8bt*02 1.37E+02 4.0213E.02 -4.2213E02 2.061E02
13 13 JA 0.3 -3. -100 .0 3.12E-03 3.192E-0 3.45L*00 3.09E.00 3.2005E00 3.131E00 1.6000 BEAHG
1-, Jd -100.C -. u U* 2. - J1.*01 3..E- 0..-1912 0U 3.20-:00 J.9 U 3.2091E*00 3.1745E00 .. 60E*0 .
14 15 JA - 0.0 -4.SE . 0*1 4l.3a&0 f.'.E-01 1.124E-11 2.17'.00 1.047E01 1.2104FE02 -9.400E00 .75E*01 BE AG
4 1. J-3 103.0 -4.65E.02 0 1.14E-01 5.12IE-1I 9.842E01 3.07E+01 1.0876E*02 2.8605E00 5.441E*01
19 1 JA 0.0 3.1E-1-0 -. 5-01 -1.1E-05 3.28E.0U 3.07*00 3.526E*0U 3.3396E+00 3.7956E00 1.73E*0 PEAG
15 . 1 39. 1000 .3. - ) -11O 4 .5J3L-0 1. 15E. . 2.36?E2.U 3.71 IL-02 J.02*0u 2.923E.00 3.697'103 I .71E*03
15 10. JA 0.v -?.J7-0U 1.20d.001 -5./IE-Oz -3.123EUd -3.09t.00 -17E*00 -3.69*4.00 -3.9199E.00 5.46E*00 BEAMG
1t 17 J! 100.0 -4.JJL0' 1.1001 - I. IIF-O1 -. 15*0 1.0HIt* L 1.15*01 -J 1.798F.00 -3.0505E0o 1.40*00
11 17 JA O*G -3.-E.o1 1.7E*02 -4.16E-01 -J.7401E11 -8.33E0* -3..4.7E01 -6.8131E*0C -1.0464E102 3.51E*00 BEA G
1 . .J4-1 .. 7-.. 1.I -2i. 16E-01 -,.574E101 -I.5?3LEJ I -t). 02 -. 5753E*C2 -4.9297E.02 6.15E00
13 13 JA 0.1 .- 000 .2.0- t..3-03 ?.331E09 2.37e1000 2.33 00 2.23745F00 3.25331*00 1.10E00 BEAl.GM
13 19 JO 100.0J 3.o30_o 1.2u.01 ?.2.Jt-03 .3 1 0u 23.2060UO 2.31E00 2.34771E00 ;.3147E*0 1.17E0E0
1t 10 JA 0.0 3.1iE*00 L.7/t-01 5.7IEu-0 3.*?L00 3.1.30100 ..0964E00 3.73119.E0 3..6533E*00 B.H7C.00 '3EAMG
19 ?1 J 100.0 3.1P1. n0 .1.7L-t1 1.10E 3../02E*U0 3.7./L00 J0C.00 J.'T0200 3.6797E*00 1.8E*00
Page 140
1.3 J-4 1o).t -04.-,)1 uI,7.Fn -() 1 -19 o.,; n 1 0 1 SE . o
i' 20 J.l 0.0 3.XJE.3c !.It-oI -3. 3o 3.b92E.UU 3.730t-00 J.-9'.E.Uu J.7.411E'.UO 3.')53H3E.0o 1.1!7E-00 '3EAmG I 21 4.. 10'.C 3. i3E-fl(; I .7L-iL- 3. lI'L-u J .i)'F*>..3 3. , Iut*U0 3.W~eE.Uu 3.7k )eC.00 3.6747E-00 I .,16E.QO - . 22 JA .. 0.0 -5i.3 E.O1 2.5,5E-00 -3.15 - 01 -4.5i9E-01 -I .0 'E - 0 -3.174E-01 3.25IOE-01 -1.22mBE.'? 1.63E:-Ol I3EAM41 S 21 4t3 100.0 -5. J-:E -C I e.'5d.00 -.3.75,E-0 -4..S'9E-Ul -1.9'OE.00 -J442E.O1 9.j1iq'E-00 -1.oOOmt.o2 4.61E-00
* 1 22 J ~0.3 3."fE0 1.7hr-111 -7.85E -0 P -3.1?6E.Ou -J .15eE 0 0 -J.137E.O0 -.A'E0 -3.lh33E-oo .4u08u(,21- 16 .:1 100.3* J.tL E-00 7f--0 1-.~.o I.I - I /. :-06 -3.16E>Ou -J.?51,Et33 -j.142L-00 -e. 9A'jt'.1o V -3.27e2E.o 1.4.9E-00. __
ft J.1'4 0.0 -1 . r3[ -rC 1 -0 7.id.o , 3.131E-uu 3.074.E-00 4.l815.00 3.?4?4'.00 3.0202E-01) 1.62E.Oo SE4'1G . .
* j 23 JA 0.0 -2.01E-01 1.1L~ 3.i'.E-tjI 4.5it6E-0 3.16-L-01 0 o. 768F + 0 8 .I o7E 01 '.6?2sEf.00 4.09F-01 HEAM.
e-. 25 JA. 0.0 -3.13c-00 1.313L0OU 1.'- 1.831E-Ou I.PetLOU l.o33'9E-UO 1.91.2bE.00 1.811i5E.no 9.21E-01 BEAmG. .
16S 38J 0.0 3.,, *1 9 . '.u-0 1 7 . w- E0 0 -1.+)01E.Ui -2..431E-61 :).936E*01* b . 43 -7 E 0 1 -2.2h6E6C*2 3 .io 0 1 P I -E~j
if~ 27 J: 100.3 3.eL.o1 .',c.01 7 . 6 -o -1.901E+01 -2.40,jE.02 -5.$41E.0e 4.5 1.9 6 E -u -6.099 .E.02 .2 6E *u 2
e7 27 j4 0.0 2.1IE.flj 6.4u -. 01 3 .v~e'u0) -t).OdOE*01 -1.341.t.0e -4.1?!E.02 2.,?354E-02 -3.251.3E 02 1.12E-02 PIPEG L- _3-Ji2-1E..3- )0. 00.-S.bUiE0 .- 1,SL.Oe -J:448BE. e.58021E.0? -3.5961E-02-9E0 ______
zc .J9 0. 0 .. 2 2 1 1-l - I. I') -03 2.26,1F#Oe P2.99IL-03 2.26~,o 0 ? .9,)7'- 03 -?.5437F-03 1. 9E #03 PIPE5 f.~
-2 -J! C3-2. Jr-12 -5.. 6L-OL. 1.1O5LSLi- .U
7t:.01_.1.0E0 102E0
.tE -. -30 JA. 0.0 1-2.2.IoL.oa -,t I F-04 1.113E.Oi 1.1r.± 1.1.?OE.ai 1.1200F.01 1.10blE-c'1 5.60E-00 BEAMG
Li 3 4 0. l4-12 I.e0L.Oe -. J7t - o1 I -dE0 8.99QE.0e 6.171) -0? 9.0o)32E-O? 3 .33kiiE~ - S02 B EA4&j _1--2L 2- j!.i100 . u- . -' 2--,1.2ut-. 7E l.. 6. 131 Eo . ai9.L0 9.~. 91 E-0 6.9-O 9. 0 i. OE - 2 .3.2 7hE + 02- -4. o.. _____________
3? 3 Js 1.0.0. j.J13E-fl -1.Oet.o - I.~ -J -I.26IE-01 -1.261EiI+01 -I..?bbE.ol -1.2551E.01l -1.2h23E.01 6.30IE+00BE4 .--
.3- _34 '_.-3 -3.C ..3.24L-12 .2. /1f.-j -I.U7E+04 -I.SIIt.UJ -7.033E-Oi2 .1.7200E.02 -1:5735E-03 ...3Eo __
J., 3C JA .. .3.- 2.t~l-12 J.o7--ii 0. 4.26-3L-li- 4. 2,.3E~-I? -. 4~32E-11 4.4323E-11 -3.57!>8E:-11 2.22E-11. PIPEG
.36 35 J4 0.0 1.ohc-12 9.14#E-12 0. J.331F-le -3.019L-13 U.175&:-12 9.385SE-12 -2.7237E-12 4.:)9E-12 PIPEG 3, 3f.Jj I..0 . 1 .12 . Y9 iE -12. 0...... ...J33 1E -12 . 3.331 -1 3 .331E-12 .3.3309E-12 .3.3309E-~1712. ___
S.6b 37 JA4..0 6. YtE +i 1.11t-932 2.17Eo-0.35E 1.032E.02 1.t9E3F02 1.9466F-02 -1.YA63E.02 1.02E-02 PI PEG
.U I ' I44 0.0 1 .0 2j:.0I 4. . 9?c.Ul 3.,dOE.oo -3.907E+01 -5.795E+03 5.431W+Ul b.0fl62E.01 -1.3920E-02 3.03E-01 P10GL)....~ 4~130... 1 4. 41c:. 3.6UF..oo -3.901F,+Ok -I.'4r.Ul e. 930F. -01 . 3.3 + -1.Il87F.02 . I7 3E +0
.J 1 JA 0.0 4.j5E -0I1 -J1.'Adr..3 -7.e7L-'. -I. LOE -0 1 -3 .25)t. U1 -.3.2613E-U -3.21,4,2E-01 -3.?700E-01I 1.62E#O I EAmu.
J.) 3- J 0.0 -1.*''E-12 -2.Dlt.02 -1-IE-02 -1.810E.04 -1.I11E03 -l.30?E-03 -1.1431E-03~ -2.47t.2E.03 5 .A 0 E 02 BEAMG -- . 4 4?. 0..-1"12 -2.01E.O. J -1.~1>h l ~ iC0 11i.3 - I 3E - U J -I. 1 296t:.-03 -2.4W)4~E-03 Sj. 14E-02 . -
j!_ u 1 3 .~ 1) I. 0! -1 .0Eq ..~~y 99~'u 4E . u1 4 . 1 Oi>r - 01 3 . 9 0 iE - ~? . 0 E uI 3EAMG
-1 I. L' 6.21t.o -tLl. . -i JJL*ol ? . 1197L - ()J I . 14JL -04 J . J.)E.03 .3.2'i6or.03 1. 10hnE+03 1 tj4E:-03 E4
Page 141
'JkELOA') CA ,L 3- ~IA ~II9jti2 4~~I
dE A m~ S T R E s S FOtq OUTPUT VECTOR . rO-i IONAL -STHSSLS AT USLR LJCAfIOJ5 - m4AxImJm kiIN I MU4 C0~4PINED - '~A- (T C/J) A Iic (F/A-flC/I) (P/A-VC/1) STREsSS
MAA.- 3c-A -- PSSS 4.. .. '~A teto , O 2.197E-UJ$ 2.9flL.oj .?.e32tE+1 :3.?2863f:-03 1.1364E-!03 I .t9E -03. -.
E 5. ea 41.~ 41 41. 2
~EL Nis. = 7. 4. 2. 3 L). 2. 39. 39. S. 35.
Page 142
Appendix B
COMBINE OUTPUT
This section contains the following:
.B.1 COMBINE Abstract
B.2 COMBINE Output
0
Page 143
Appendix B.1
0 COMBINE ABSTRACT
Page 144
1IPROGJd! COMiLllNE
ABSTRACT
"COMBINE" is designed to talc beam element loads from a STARDYNE
model and combine these loads in the following manner:
1) Beam loads due to nozzle or external load cases are
combined in a square root of the sum of the squares
or absolute sum manner.
2) Beam loads due to earthquake and deadweight are used
directly from tape.
3) The program calculates stresses due to the above loads
separately and adds and subtracts the beam stresses
from cylinder membrane stresses (if the beam is a pipe
or elbow), calculates the maximum stress intensity for
both cases and prints out the absolute maximum.
4) The program also adds the absolute sum or SRSS of the
external loads from 1) with each earthquake and dead
weight and then adds in pressure stresses as 'in 3).
The primary use for the program is in making Section III comparisons
for faulted and upset conditions. A key in. the program allows the
external and earthquake cases to be multiplied by factors, thus
allowing, for example, upset conditions to be calculated from faulted
conditions. The program also has a key which allows the input of
beam propcrties different fro:, those used in the STARDYNE analysis.
COMBINE is written in FORTRAN 4 for use on the CDC 6600 computer.
-rificatiun prepared by John C. Minichielo.
B.1-1
Page 145
THEORY
The load and stress calculations for "COMBINE" are performed in
the following manner.
1) Assume for beam N in a STARDYNE model we have external
load cases which produce an axial force at node JB of:
Case 1, P = M
Case 2, P = L
Case 3, P = Q
then, in the external load analysis, the axial force used
at JB of beam N is
p = / M2+L2.+ 2
p SRSS
IF the beam has a cross-section of A, then the axial stress
due to PSRSS is
.aSRSS PSRSS/A
Similar treatment is givcn to the shear loads V2 and V3, the
bending loads M2 and M3 and the torsional load T with the
following results:
Ta(SRSS) = P(SRSS)/A
t 2 (SRSS) = Vz (SRSS)/A
T 3 (SRSS) =V 3 (S PSS)/'A
B2 (SRSS) = iM(SRSS) C3 /1 2
3 '(SRSS) = Mz(SRSS) C./I
t (SRSS) T(SrSS) CTORS/J 0
B.1-2
Page 146
where: .
A = Cross-section area
C3 = Half beam width in "3" direction
C2 = Half beam width in "2" direction
I = Mioment of inertia about "2" axis 2.
13 = Moment of inertia about "3" axis
CTORS = Torsional multiplier
J = Torsional constant
'If beam N is a pipe or elbow, the pressure stresses are:
o(AXIAL) = pR/2t
o(HOOP) = pR/t
o(RADIAL) = -p/2
where:
p.= pressure
R = mean radius
t = wall thickness
If beam N is a general or rectangular beam, pressure stresses
are zero.
The SRSS stresses are combined with pressure thusly:
a) If the bea-n is a pipe or elbow
o(AXIAL)TOTAL 2t (oa(SPSS) + B 2 (SRSS)z + B 3 (SRSS)
B.1-3
Page 147
b) If the beam i rcctaingular or general
o(AXIAL)TOTAL = o(SRSS) + B2 (SRSS) + B3 (SRSS)
The shear stress on the axial plane in the hoop
direction is found by
T(AX-HOOP)TOTAL o(SRSS) + / T2 (SRSS)2 + r3 (SRSS)
and the hoop and radial stress are as shown previously.
The maximum stress intensity for each total (pressure t
SRSS) is now calculated
oz = (o(AXIAL)TOTAL + o(HOOP) /2
+ ' (o(AXIAL)TOTAL - c0'!00) ) 4 p + TOTAL
02 = (o(AXIAL)TOTAL + a(HOOP) )/2 -/
.03 a(RADIAL)
Max stress intensity = absolute maximum of
((oI-aG, a2-o3 , C3-0 1)p +.SRSS, (oI-a 2, a2-0 3 az-a1)p-SRSS
Similar calculations are done if an absolute sum of the
external load effects is desired. Referring to the
previous discussion of beam N
P AUS, jMj + ILj + 1-QI
B.1-4
Page 148
The treatment or all renaining calculi 'ons is identical
with ALS replacing STRSS as a subscript.
il 2) For loads due to a static or dynamic (DYNRE4) earthquake
analysis, "COMBINE" roads the earthquake loads directly from
each of the earthquake files. If earthquakes (for example,
vertical plus north-south) are to be combined in an SRSS or
absolute sum procedure, this must be done before input to
"COMBINE". This is done internally in a DYNRE4 analysis.
For static seismic earthquakes, progran "PRECOM" does the
required manipulations. The method used in "PRECOM" is
identical. to that used by "COMBINE" for external loads.
The file output from "PRECOM" can then be used as input to
"COMBINE".
Stresses due to the earthquake loads of each earthquake file
input to "COMBINE" are now combined with pressure as in 1)
and the maximum stress intensity calculated.
3) For beam loads due to deadweight and other external loads
the sign and direction of which are known, "COMBINE" reads
directly from the STARDYNE output file which contains the
loads. The stresses due to these loads are then calculated
and combined with pressure as in 1) and the maximum stress
intensity calculated.
B. 1-5
Page 149
4) "COMB INH" now fin' the sum of the be am lov - due to the
SRSS (or absolute sum) of the external loads (1) + earth
qual (2) + deadweight and signed external loads (3) for
each earthquake file. Since the SRSS (or absolute sum)
loads and earthquake loads can be-either positive or
negative, the sum is made such that the sign of the dead
weight run load is used, i.e., if for beam N at node JA
we have
P(SRSS) AXIAL +10
P(EARTHQUAKE 1)AXIAL = +20
P(DEADWEIGHT) AXIAL -30 then.
P(TOTAL) = -60 AXIAL
Beam load stresses are now calculated for the total as in 1).
These stresses are combined with pressure as in 1) with the
following exceptions. If the axial and bending stresses due
to total beam loads are negative because of deadweight and
signed loads, the absolute value of the sum is added to and
subtracted from the axial pressure stress to obtain the two.
possible load cases. If the torsional stress is negative
for the same reasonr it is made positive before addition to
. the transverse shear stress. The maximum intensity is now
calculated as before.
B.1-6
Page 150
Appendix B.2
COMBINE OUTPUT
Page 151
* - . ~~Ak'r1-UAK.. I14 OLLLE LOADS. +. OEADeEIG~ - --... - .
E A M E LE M EN T L 0A 0S
......... N0 LL. L- U A S -- E -A R T -IU A -.K -E -. N,.UO. I U. iE A D W.EI GT K -. . --.--.. T
AA I A!- SAAIR SH1EAR tIENDING 9EN.3 IN5 TURSI ON ...................--..2 Vi142..........3........MT..............
1 ~ 1 JA *IL,75F-05 .. 3540E.3'. .43540E-04. .0 . .
- 2 J J4 j 2".* o.04.......... .29Se0r,04 -26745EvO~i- .90300E+O5 .00300E*05............-.. --
2 2 Ji b.' .29520E-04 .3 *-9030i>05 .93J0UE-05
Ct 3 3 jA .2VD.1. .2950E+04 .267-#!:E-05 .90300E+0S .903'WE.05
.. 4 .)A ..... . ..- j--..29',eE*0'. .9667bE*t----.9C300E-US --. 90300E+05----------- .--- -0
4 5 .Ji3 e''ak;E04 .t .2)520E.O04 .2674":Eo05 .90300E-05 .9030--05
*0 5 5 )A .2-D2 E-0 .0 .2952CE*04 .2tbP6. 05 .1)0300E-05 .QO3OuE-05
o ----- JA -. i2-.~..12~RO..303'E.0b... 30360c.0 6 ..- .0 .. C
6 7 Jd 1 .I "-IE.o~ .10253E.ui .10 :5dE*0b .53I1'.E.O6 .53lb4E-0t) .0
O 7--- 7 JA .33.10 .1I,4EL)i .15441E-05 .531F;4E-Ub .53I184E-06 .0 . ~~~~~~OD-( ---- 68o3dEt06.....0_ _ _ _ _ _ _ _ _ _ _ _ _ _
-. b JA I e...1,dE3-14b4.0.164E'05 .6A8 8f: 0 .6803;JE*0b - .0.......... . .-.
6 1! ja -. l.!i.~ .d684E-03 .119,1'E.Ob .9419tE.0, .9419tEO06 .0
C' 9 10 JA .552>' U ~30E+04 .4318-9E+05 .2lo29E+06 .2l029E.06 .
-9 .,j-. idE+0 ..... t 5 0E t0 4-.. . *2006'.. .20 -106. _____-
O 10.i -- 10 JA .o...........5t)230L-04 .1# *3189E-05 .*21029E.06 . 21029E-06---------.-.-----.-----10 11 J~l .5S)2CE.O'. .0 S~be30E-04 .19884'E.Ob .21029E*Ca .21029E-06
11 11 JA .3 i C28E + t 15*8E U~o .18f21E*WD .12? fOE.07 .92Rt82E>00 .1394.3E-06 .1-..2.Ji.....-.31 .U.....d ..... ll1.5 .59'4E-0a-- .71059E+06.. . .1394JE-06
12... 12 JA ..... 5 2 1 1 - .. fi 79OJt'U....i'1Ei. )94E-06 . -. 15EOb . 13943E*06......-s. .
12 31 -. 5e I 9;-, 0i *?27901.0' .10412E.0 .475?18EtOo .37209E.IUb .139-.JE.06
13 1 J 3ec40 .I99YL.0'. .16930E*04 .855r.e0E,04 .-. 12733E-06~ .4628UE.040
__ -U5 -- 7990-0 ... E2c2A*0 163,-.00E0 162SE+06 .4620E+04_ ________________
14.. 15.JA .... 79 t9 UE.U4 - J2?24E-.U .. 159JOE-04 .186iE*05 . 14.357E06.. .270001>02.
14 14 jt3 -.7uI40E-04 -. 5a224EL.U .16930E-04. .4b2bUE-04 .16?b,'E+06 .27001)1>02
15 15 J ..7'1 /E .G, -. i7,14E-U: * 169.iOE-0t .1H6.E05 .14357E*06 .27000E>02 0 -. 15.~ ~~~ 7.) 36'Ij.' .YhE +0 t , 1 -j0 E 0 .2730 02......... E. 0_ -2
Page 152
.....-A.M,--M -E L E -M FEN T -L U A 0 S-
P.- N LLE L 1;A 0S +EA R T H UA KE NO. 1 E A DW EI G HT
b LAM4 NODE------AA I1 A L - SH-E AR .. S HE AR.--------D 1;G R END I NO. TORSIO-N....... --. . 'D V2 vi M-2 13M
is5 16 JA -. .7 0460E.0' . . * 7- j .9tb900E.0J -.. 24251E-05 .942'5iaE+06 .27000E.02..........- . . . . .. -16 17 jwl - .Jt7E*0: *)S9001 -0j le'597E-05 -.1643oE.-0 .27D0J0E.02
17 Il JA *7'b0E.0. .i'.5alE.0S .95b40E*Ui .12597E-05 .164.36E-06 .270O0E.02 17...1i.- -.''0*'-~. 7 .... .. 9b500E04-. .'4j54UE.04-.-. .16422f.0t). - .27000E-02-------.--_____ - ' .13.. 19 .JA .3.6 ..1705- IJ 0EQ4'..%O59CE-0J-..4P2ltO'. -.?0'.29E.~th. -. ',1540E.O
i~ ei.j- -3~73j -.?4'.-.04 .9)5Y00E.0J R~7UU0Ez.02 .164?.eE*O6
-20-.22 JA ... 7.:.5-,dCF.O. .j52bgE.-OD. 16420E,04.- 184?2JL..05. *.17031E+U6-.." 2500UE.02............. . . . .
20 21 J-3 -.1 iiGE.0'6 -ia8E *0 t .164,10E-04. .4,042uE.O4 .16473E.ob.L .2SOOE.02
21 2e -I. .7-.m0Eo.0. -.4b2o8E.Oi .1642~0E-04. .1'3420E.U: .17031E~ob .250O0E.02
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.7360.E'.2.23 /t-0 3,)(SE - 0 11)',474E-04 .3-66/E-04 37 V, ~ Ij~v JJ5-EU .0 ao~ .24 1J4#+0. goudblE-u? -. 9617E.o4 *3P5o1E.04 37 id. .0/,uE0 NUUOEQ .235C17L+04 .900'31t.03 -. 1boI7tcE4 . .b37iE.0'
V /614. .e .614tf.Q- -. 767
4E.02 .779S oE*02 '31 '1U .0 .0 .5Sbo7E.u' b3U(32t-03 -.b3J21E.04 .5t)571E-o' 4* . u .. 0 *.ol 7EO'4 .530hiJE.03 -.63'.OIE.04 .5)3 7E_04
41 41U. 3,-E0 ?bEU3 -6,4E4 .64E0
41 4 U 63,t 1 04 .2joJE +3 -6340 E-0 51)9':E-0
Page 160
Appendix A.2
"HQR" OUTPUT
Page 161
O ~ ~ NMr - iGEN AU- FtUECE - -FREQUENCY(F)
_________________- I *92765d),F_.O3 .4k47460057E*0248 76
.I0I~E06.5040173346E-02 __-- 50.4677_ _ _
3 .1527b8diE.06 .6eeU674513E*02 62.2067
____ 4 .1'3311241IE.06 _ __-.6i!21666134E-02 62.2767 _ __ ___ __ __
105 .219871d.SF.06 .74bL 53750EO0? 74.62)15
6 ____3 83 4 1,1'-4 4±6 ,945'.917177E -0 2 .9.*5492___________________
7 *523196Jo)E.06 .11"Sie0455!E-63 11I'.1205
80 t3 052,,i 1JE.06 _ 12Jd223216E-03 123.8223 _ 1 o9 d4l6euE-06 .149111~2557fE*0J 149.1113
JO.. .14-t____7 172 5 68E 0 11/7.2651 ______
1 ~ -1 10 . *43751JE.07 . .178Y7dbS0623103 _______ ___ ___
*~~~~~~~~~~ 8_________________ 16?1IE.07 .205191 U74.9E #03 - 2 20S. 19 19-______________________
13 .16b24'3dE.07 .205S06'.342E-03 205.2074
___ ___14 .169i~0jOE,07 ___ 207j9)24480C03- ___ -- 207.2924 _
1. __ 996E07 _tU603E0 319.7473
6_- ___ ___ 403620 71f -07__,___,.31,)74 12 740E.0 __1977_,
it *'7113zE.07 .3454ti43327E.03 34:j.'44,
_____________________ P3 ., 3j~UJE.07 __ 3 )67e73697E-03 .356.7274 ~ - ____________
19 .*>o2779JOE.01 .3td42jj 97EL03 364.2131
10_ .. *9 7) 2 2 0E -0 7 .3 d 04 53 9 6E -0 3 38i9. 0425____ 21 -t)9711dE.07 .3691047054E-03 36v.10J48
-. . . .e2 d 3 N' *~ 2 7 obF - .4 6 153251 E +0 3 __460.*3753- .--..-
c. 23 *d~bll9d-E07 .4 f 0 -tlJ 0 3E-0 3 .7.9~
_______________________4 10 0 3,15 J .l' El .504e94481 110 _____________ 501-.08345 _____________________
25 .139!2 HO E*38 353I~,~J5J~S
- 26 -0~,->'.8 4~169t. 13991E *03 81N4.9414
0 .-- ~ 43250312E+08 *1040b819J94L04 104b.6820
F -if-- N--.--.--.-- - .. dA.. . R- 5 TI Q .4- l-1
*0*POST-PROCESS FW4 ELEMENT LOADS LINK 04
.-.... .......... ..... ..-.. ...-.-------- --- ----..--.
Page 162
- .. _____- ~M0)E.$1-APE-(E.IENVLCLOR1-.. -__ _____ ________________
mJ.JE Num'iEk 1 Frt Fl/JF.NCY 48.474601 , GENCHALUED WEI64fT 12270.700 om AIIMUm kOTATIUN . . 15 AT NODE I *[)UF 4 VALUE = -. 117683E-01 . . ..0mlk/.Imu.4 rQA*4SLA11UN 15 Ar NODE I QDOF =2 VALUE = .100000E.01
90.000~9 T'ANSLATI.JN . 94994b0 RU.9*99NIATIONS (RADIANS) . -.-.--. .---..
xi A2 3 A4. X5
18.4'.4I *6J'4b?74e8 -. 37252586ti -. 0113I 74 t36 -. 011370036 .00182B604 3 -.677691'U64 . f.J4-b774?8. -. 2b,4o98S3i -.01IJ7'.836 -. 011314836 .001428604
4 -. 63437742d *64S.77428 .00000o000 -.o11374d3b -. 011314936 .0011b2b604 5 .-.591257191 . *63-774d kbq6qf?655.-.ol1374636 -.0113748316 __ .0016326604 6 -5 7459Uo3 *i4-:7 1428 .372525865 -.0113748j6 -.-)11374836 .001828604
7 .3~lJ.i~i19...oI~o7I% .0000030000__ -.oS105104t) -. 016511046___ .0019328604 ________ _____
9 -- 2?39J1.670 .22)'713310 .000300000 -.0090t!4.803 -.0690d4f803_ _ .OOHL28604 ..~......Dii1'l0........)Y77500.__ __-.000000000___ -.00*195s2114 ___ _-.0843?i1
10 -. Ua9t 5jI3 Ocve6S3'8 -.00O0000 -.00v'5eII' -.007952114 .0018?',;604 11...... 9.534.2 1e35 ___ o3 .13. .. 0cooooooo ...-. 014"ie14 -.007952114 . .0 0 l8004
. - 2 .0213tien7 -.041365:57 .ooucoooo .000764.658 -,006764.6S8 .001671774 1' ~ ~r.. I_ d01b 3I5.-..034l3J~ 7.. -. 00042 .c0o1. OOOOU004. 0395________________________ 15 .002.95 i -.0Ut0108798 -.0072789ba -000U35:tj -.000312362 .0001i6304
13 .1------.0070I-4zo___ - --- /1.6 .-.... 00000000O -__.7.00372d*i'd -.000312978 _ 000197760 _
17 .Ol10?2o -. 0010H794i .0372703965 -. 00'0365859 -.000372862 .000195779 18..........OC01.lo -.ts34L7 .00007b4t27.__. .. 0000014e8 ___ .000000331. 00009 _____
21 .000i.s'.±37 -.OO0)8633 . 0000lb427 *0OU0OO042 .000001428 .000000905
23 .00610dt1.d 0 1 ') hj i u 2 -. 00127b8905 -.00027et002 oo0o315869 .000185779 24 .00053'137 -.oooiU3A'418 --. 00.O07s>421 _.ouuooo3l . .000001428 _ -. 000000059 .26 .036287_237 -*0je2873371 .000000000 .000001946 *000OU7946 oon0094449 27 . 00,Q21o154. -.03d~27154 . - U.0000000 ___. .0004'44102 ___.000444102 ___-.000009516
28 00)O1Oto2O -.001056'.2 -. 02i15d681 . OUO454du5 .0004S4805 -. 000017675
30 .002b.2cz'.31 -.OOJo.'63I .000000000o .000454805 .0004t,4ti05 -.000017675 31. . C6.0S4jM43. .. VU.9j Oledi93471. .0004.54743 __ .00 4 S4 7 9 9 ~ -0 00 018 33 9
220600U0 .00Q0000Q0 .013ti7356J O6.OULC0oOGOO_"_ 0.000000000 0.000000000 3.......00005112 - .0 0Ji4s'J.3___ -. 012593471 . .0004547't9.- .O0454793 -.000018334 __ __
O34 0.6!'COOOOO 0.OOuOlUOOOo -. o135735bi 0.OOC00000'Jo 0.000000000 0.000000000 _ _ c -. 0P000___ 00493 00547 :000017675__________________
36_____54 Ol'40S .000000000 -. 00074/J -. 000743I7 ._000017117S'
3 8 .011 b4fl-a -1 0 11 8975b 7 .000000000 -.0o'03bt-070 -. 000366070 .000190174 39 _ .- .050'51oj'.0 . .004430096 _ -.220017765 -.00/951bb0 -. 001949304 .00193-3974 o'00.010030000 0.0030,0000o -.23i148S15 0.000000000 0.0000U0000 * 0.000000000
_____~~ *..048.....0~516P.0 ___.2e01 776 -__.001949304,. -. 0079516,..'i .. 001N38974 __________________
42 0.000000000 0.00u000000o .23714851!5 0.000000000 0.000000000 0.000000000
*40J.L 'PART1C1PATIOA FAC10R (XI) z -6.1181022E-0l '3EN.'1. __TIMES 14UL)AL P'ART. tACT. (XI) = -i.5073397E.03-----J0IJAL PA4T!CIP'ATI0'N FACTUR_ I X 2) 6 .I18 10 22 E - 0..... ..... T I M ES MOLI0A L PART. FACf. (Q2) = 7.5073397E-03 _________
14LAL. PARTICIPAr1OU VAC1LhR (X3) = S.78333d8F-13 rF.N.w.. TImES MOO'..PART. FACT._ (X3) = 7.0965617E-09
o ----------.........-. -.-...- . -..-........ .. - . . . --..--...-
__ . . . . . . . .. . -.-..-.-..-.-..--.- . -..--..-.----.-.- . -. -..--.--.-- . . . . ---.-.- -- - - ~ .. . ..-.0. .
Page 163
MvuJE NuM9E 2 Fke~uENCY 50.467733 ,GENEHAL1ALE WE[ "4T *12001.937 - MAXIMU14 ROTATION- IS AT NODE I . UF = 5 VALUE -. .1a074E-01 '4r4AJ(1t4UM1 TRAtISLAT ION IS AT NODE I *u0F = I VALUE IOOE0
TR~NLAVPNS * 90**4Oo~* MJAT IONS (HADIANS) -tlJ A, x3 1.45. - -1L J.Q~~Q3 2. '00 ..0Q0000 000 a__ -.10013 22074OCO3
2 .61940JI-31 .614.03937 -.385tS2734u -01 17dO9dd-- .0117C09,38 -.000000000 S3..........61903)~ .. .61403437..-.279U91599 ..- 0 1 7dU9dd . .0117809 18 00000...............
4 .619413,s33 .61'"403937 .000000000 -.0117809d8 .01176096~8 -.000000000 5------------.619,.Ojv33 .61')403937 . .2714U91599 ___ -.Ollld()98d . .0 1178098d 8 -.030,000000 6 .6194033i .61'J0393? - .3d5' ?7346 -.011i3P09dd .011780'eg -.000030000
-- _ _. 3 35 4 G.: e' .____ 3 J 5 40 3 20 7__ .0000000 0-0 i4 4 10U4- .010A 4 47' 4 -.000000000 _________-
a 18, 5 j3 6 6 29' h3 .0o0u0000000o u -. 6o')30 2 1b I . 0 U 930 27 , - .0J0 01)0300(0 q __ .1A~-I .01 O
13i5a10.__ -. 4117j9891 __ -. C0030836015 ____ OQBOb6OIS -. 0OOOCOOOO
10 .01733,')1jj .011335?10 -. 3223O85b4 -. 0O~d0ThUI5 -. 008066015 -. 000000-000 - 11 .017335til3 .. 0000 -iJ~1 ------O-.ui~ll .008006015 -. 000000000
12 -.0 720.!,1 -.0t)6/20451 .OCOuOoO0O -.O9boIi43ti5 .0bb14365 -.000000000 _______ ~. 0 0 903 1 -.-. 00 G0 6 122 6 -. 000053330 . 00001b?3 -.000000215 -.0o0130553 _________
is )9 7?56ubI3 -. 0t,11oJ5537 . -.0W3U81390 G.0Uoezf,,41 7 *0UC020;,t -.0'00005333 115G CQj . 1 )a or' 4 1,39 .00 00-.0 0 26 f)2 91 .0o020eo? ) -. 00 0 90 U 00
17 n.- . 6- -C 0 t. 13 ~-.0/0J6 .05856 - U441 .0e )0? 0 .0063 -----.000053000300.005
* 1 .~0 -.OOIjjoiojl -.00O53133 -.0o02n.d'1 .060060200 .000003603
23 Gf0ouj0* ? -.001550O613 .UOSU61396 -.o00250280 .000249417 -. 000006033 24 . -.00c,51,426 -. 0090031 .00U003330 .0(19)030215 -. 000001573 -. 000003.53 26 -C 326e'7 -. OiJ.20.')7 .000000000 .o00de12 -. 0000e1252 -.000000000
.- 27 _ -. 05 720,l1414.-.Ojlj I?14 -. 00000000. .0004!9018 -. 000419018 C.000O00O0) 2a -. 1100201i;1 -. flJ~e75239 .0003000C0 .00042'9ti9 -. 0004295A9 .0000.0000
3"- 112o 2 -. 0o0~z7Se:9 -. 000000000 0 .0 It 29b 139 -. 0004.299509 .000cooloC .31 n I d.6 u I1 -. 000050?245 -. 011895234 - O0042L)1,??.-.0004295;13 -. 0000019q33 __
32 0.03000u000 0.O0kooooooC -. 01d209833 0.000000000o 0.000000000 0.000000000 - - _33 Oooot3,e-6 ...-. 0'0186017 0 -. 11 895e3 - - 0042956J.-.U0t95 77 .000001833 __
- 34 0.0000O000 . 0.000000000 -. 01eB0'8 0.o00000000 0.000000000 0.000000000
________ .0624 Q..0~t~6O~00UU 00Q~. .0O4~" - -. 000444a87- - 000o0 O ____- -.-. ____ _______
36 Olq..0o37 *oii#01637 -.000000000 *o01'.q2j001 -. 00044.2901 .000000000 37 - -.0317 UJ u9a, -. Oil190438 .00O00000 --.OUU6OJl58 .000603158 - -.000000300 38 -.011797184 -. 0117S9769 .00j000 -. 0002bJO07 .000263o27 -. 000000000 39. .01-021-,oI9 .00t)410)37 .22J37L10 -.0OOB.00)4o8034931 .300179545
40 o.ooooOUoo 0.OUouboooC .21t03 .0000 .000000000 0.000000000
42 0.000000000 0.001U00000 .241d6023o 0.OOO0OOOU0 0.O0OU000O 0.000000000
"QAL PARTICIPATIOA FACTOH IXI) = .7535Jd6E-01 t'EN.W4T. TIMES MUJAL P~ART. FACT. I) = 6.9053607E+03 ---3JAL PAPTICIPAT!UN FAT-R (W) .= b .7535-386E-O1.GEN.WT. TIMES MODAL PART. FACT. IX2) a 6.9053607E-03
0. ATICIPATION FACTOR (X3) = 132dE-13 GEN.WT. TIMES M'JiJAL PART. FACT. (13o=I6353936E-09
-- -..-- - -- -- -- --- - - - .-.................
Page 164
! ____. 40!)E .'ARL!-EIGEN.VLCTOq.).-
NUJ NU8EI 3* F~EeENC *62.206745 *GENERALIZED WE14HtT o 24014.945 - MAX(!MUA ROTATION . IS AT NOUE -36' OuUF =5 VALUE . 14318OF-01. - MAAIMU14 TdANSLATI0N 1S At NODE b OO0F I VALUE .1000OOOE.01 S- 00?00*0ThRANSLAT1UtS 0 0* 0 ~ 4nQROTjAN~(10AS - dOCE Al 2 TI4 (ADIANS
2 .041262614 -. 04JI10555 .021673468 .01)084494 .000844991 .0085 U 3 . 0 ' . i ~ o 2 q . o ' i 1 7 q s ~ .O ~ o I 7 ~ - - * 0 0 8 4 9 . 0 0 0 8 4 4 9 9 1 . .0 0 0 0 5S d 2 5 8 4 .043170-35b -. 04317O~bS .60000000 0008o44991 000b44991 .00009b25R 5 - 0445U' .1,2 -.04-!170555 -.UdO 17840 -..*091Pi 4991) - OU0844991 .0019----- - --6 .04*0'S7-3Y? -.04_'jo555 -01?4d .OOi~d4Y91 .00084,4991 .00oocseasq
.03'0-~5 *0u~95S .0000o000o .0005733i.i .0U513341 .000058258-9 .036'.7 .003465481--.QOoOOOOOU .___ O044#124' 00..1'S .00is5 -10 OJ03'.s2143.P3321 -.000000000 .0004412'.5...000441245 --. 000S8258 -11------ -) -2Id244 . .00O'ye22.4 .00oo0t0c00 .000441l'.S . 000441245 .00ooSO2se - -.-12 -.014731t!32 .014731832 .000000000 .0uoe~1bI .o0u263161 .000050837
15S .o'.;iW,'. .011du165 1 -.04t696h2 -.0Ue3e9362 -.002503435S -. 0000031;?5 -' .16.......0 1i2e~l 46 _-0I'-5151#b .000000000 _-.001'5031543..-.002503543.-.00O18U~9jO 17 .017701-J03 l.01661,55 *O4t~d696d2 -.00O23d9362 -.002503435 -. 000032710 14 i . ouo299103 -. 0-J146,334 --. Odoti3331 _..0044bb.6 __ 00O0004fl7 -- f0(001363 .- 21 .0141j'.0 212?3 .0005133311 Oouooos ~ .0000U4486 .0000o01282 23 0 16 7O
66 j4 -. 01'170190~3 -. 04i8669682 .0 0e 0 J4 Js -.0023819362 -.00003210o-
-___ 21-~ _. 'OL11451334 -. OJ 20 7b9..-.00uoi331 _ O__U48 .0000? . 00044At)_ -.000001363 _ 26 1.0c300oo 1 -oocc.50no .00000000o -. OOub44f6 -. O064b~4736 -.000292862 - * 27 - ..-. 2~.21q2171 -. 94211?0 O.Juooooq . .10 0t8d2 *1320o0682 .. 000b6BS51. ~ ~ ~ -__ 2A .0io 3 -S439171 -.b95u2320J .01J661100 .013661100 .-000590187 0 ,15 .0 eo54-3i - *'*$314i ~ 0156110 0. 1 36b 10 0 00 05'107__ _____________ 30 .017913(04 0 -.1/PI' 3OU' .00003000d .01J6611uu .013b61100 -. 000590187 S1 .0
16056,-19 0 ___ o1.3,S 70 .372?9 J.a-so660729 ..O1J660915 -.00(0591075 ----- -___ 220.OC.O30ouCo 0.00U000uo .401712561 0.O0u0oOO)UU 0.ouOu0QO0 0.0(100000 .33 __-. *0 U13 5:)7 0 .-.01056219. _ -.378j273290 . .O1J~U915_ .013660729 - .000591075 - -34 0.033000000 O.OJU-)oouo0 -.4077125Co1 0.Ob)uooot -uOOOO OuOOOOOGOo 36, -.Si 01Jt,47 *6-S?)12'. 000.--.--.ol0318 .01'3U355 -000590 190 36
________e4 . 37 0_ 129SH O . uOuuuu .u1~s~ uLip OOOi~ .-01919 -. 01719 -..-- 000______530 38 .1-)027Y1d3 -. Iji2i9lcl3 .OOO0OOGOo -. OUJ614015 -. 003674015 -. 000039025 39 __ .001630j54 ..u1,39. .012223621 .00044124.2 .000441326 .000058794 __ 40 0.000000000 0.00200jooio .01.111467d 0.OvuOoOou 0.000000000 (.OOOoOouO -0Is3 .. 0 t 3 0 354 -0 1 ?.2 3b2 _0O441J4____ O00044?42 .. 0OO5794___ _______ __
42 0.OO0DOU0oo O.Ouuuuoooo -. 01J17467d O.OOuOoOOOO O.ououOOOO 0.OO0ooooo0 M4oJAL PARTICIPATIC~l FACTOR (XI) 4.5-5760E-01 GEW. .d.,TIMES MOJAL PART. FACT. (XI) . 1.0996636E.04.U03.L PAOTIC!PATIOJ FACTuw (x2) = -...5676oE-01 GEN.Wr * TIMES MOUAL PART. FACT. (X2) -1.0996636E 0 4__ 4' UJ.4L PAkTICIPATIW-; FACrU4 M)3 = 5i.005fad42EI1
2 GE-4.w. T!t4ES MaIJAL PART. FACT. (X3) 1.2051169E-07 -__.-
.......... ~ .. ..------
Page 165
____ MCL) SH~APE !fIGENECT3RI _____ _______
w~JJE NUMBER 4 9 Fp<El:UENCY =62.276661 ,GENEkALIZrO WEIGH-T a 47.9 -M'AXIMUM ROTATION IS AT NODE 36 *OiUF =4 VALUE = -. 145669E-01 *MAXIMUM TRANSLATION 15 At NODE 26 OOUF =2 VALUE = *IOOOOOE.01
------------ ~ ~ @TRANSLATION -O145'.* RO0*=0 ~TATIONS (RAOIANSI 0~oo* -
AlLI X A2 X3 X6 A ______~~1466 694t3_ B10q3 - 0000O.-0O 123 .000810123 .000000000 ___
2 *0'.)295011 .0'.~2'~S07 _.200SS00 ___-,00076J.01635OOCOO
3------.. 0295U 17 .04.-29toI7 -. 01H163943 *-.o00?6bb15 _.0001.673i .00000300 4 .040295611 .0.j295017 .000000000 -.0007664Its .000766?35 .000000000
-5 . 0'-029:iu17----------J501 7 - .0l'AI394J -. C007667.1t - .0U0166735. .000000J00 _
6 .04021)51)7 .04J0295017 .02'311055,1 -. 00U760ISS .000706735 .000000000 ____ ________ .02u0~'4S ~ IU0i6'. - .0030000 -. 0006 71473 .000611473 ___ .. ooooo0900000__ ___________
.O00413456 olv4'134.i6 .U000 00 ---. O0UA,4919 *----0005149i9 .000000000 9 -- -- -_ -.O00909~J30 -. 0I,496S73e -. 0uO3;21U0 :000392100 .000000000
10 -. C0390?-s00 -. 0Qj90U7300 _.0I15t.291 06 -. 0003';eI00 0oo3-)2ioo .00o0000o0 010 1.) ._ .QP0 13 00--. . J0 9073o00 _. 000 000000 -. 0003,2100 .__ 000.92100 __ .000000000__ __
12 -. 012LiuJO -. 013Z17307 .00000000o -.o0022:i6*5 *0'J0223675 .000000000 -_____ 14. .~'2I~d0 .o0472 001416 -. O()0004'.s0v .0O000505 .__._.00000 1332 __________
!5 Olt-zj2o30 .04.r~o03b83_ .0023Z~36144 -. 002SO0063 .00001454.2 16-0,3d13___..1Jej. -. 000000000 o__ e05oal7e -7.002500172 .00OO00U00
17 .01a224t)29 .01668203U -. 04H03883s .oo 3db'4 -. 002500063 -. 000014542 18 -Ooai0- .001417'. 2- .0s23 - 0t$o4
9 .0000ouos5o5.-.000001I332 ___
-' 21 .001'.77422 .0021696U .000512639 -.000000505 .000004509 -. 000001332 2 ? - . 31') 4j3 .0 1 -4 5 ,2 . O0 3o8 3.. 3 o 0 l 50 ou63. .__-.002366144 .0001454.2 _____________ ____
23 .0I6acfe430 .016224529 -. 0484i03883 *00e5oo0oj -. 002386144 .000014S42 2 4' .001471,.22 .0u.)16gdO -00o0612639 .-. 0000005u5 .000004509 .000091332
2) 1.00ooujo 1 Iovuoooooo -. 00OUo'Joo *ouut.ill2d -. 00U571128 .000000000 27 _ ___ .234251418 _.2J3e514l8 - .000000000 -0 13406tb- __ .013406696 .000000000 28 .00545S*I22 .005459122 .000000000 -. O1]ado2,e .013db0227 .000000000
____2 9.___ .00 5 45 11 .0i.)5 512 2 _____U0 0 0 0 00 0. 13 80?22.T .013 80d 7 2 2 0 00 0 r,0 () ~ _________ 0 0 3o .00'59Ie2 OU 45S91L2 .000000000 -.013?1 02el o04d4o2?7 OO0O0OUOOO 31 .004'ifl3?53 _001453270 - .38440690- - .1387,io-a 1 01386~0639. .00304d21l ____
22 0.00000UU30 0.Ouuu)o3000 .414?52374 0.00w 0.000000000 0OOO .000000000 -- 33 *001.5-i~7 0J~t3?53 - 384.340890 _ -. it!0039 - - .013679551 --. 0421
-- 34 O.0.OOu:T0 0.001000000o .14e52374. 0.OOOOOOOou 0.000000000 0.001)000000 _35- ___ . 172c5J3 .2 It 72?.3i.__.000 000000 ,0 14 1 ~~ 14 1 3 28ci6,..- -. .000000600_________________
36 6.87?3-,o4 -. bci;e35854 .U00O00000 -. A1456od~d .014506888 .000000000 37 - -. 01?01juv 3
-.oi4UIJ893 - -. 0011000000 - v0u95674 -.001968674 .000000000 3P.1jo0S13it .I0Uslslsl -. 000000000 oo03669bci6 -. 003bb9686 .000000000
39 -.-. 00066i1 0h -. 0002020.. .0108S9539 -. 0U03j2l6'.- .000392131 -.-. 000006732 40 0.00000cooo 0.o00cooo .01170458d 0.000000000 0.000000000 0.000000000
4 1- . .l.__.-. 0020 .4 - . 0 0 ,63 1so..0. oo 19 5 3, - !-.0 0 2JI jI . 0 U03 9 2164 -- . 000 0 0 67 32 ______________
42 0.00c00'v0Gu 0.0oouoo.000 .011704582 0.000000000 . 0.000000000 0.000000000
MOUAL PARTICIPATION FACIOR (At) 4.461380E-01 GEN.wT. TIMES NJML PART. FACT. (Al) x 1.0787096E.04 MOJAL PAP1.1CIPATIO'l FACTOR (X2) 4.4613800E-01 - EN4.Wr. TINES MODAL PART. FACT. (X2) = .1.070709j6E.04 -
M4OVAL PARTICIPATIO;N FACTOR (X3) = 3.1173oo5L-14 GEN.WT. TIMES NOUAL PART. FACT. (X3) x 7.S374L97E-10
Page 166
MUE N'J43ER 5 9 FKEIUENCY =74.628537 ,GENEWALIIE0 WEIGHT1 22900.282 -. . . . -. MAAMMU4 ROTATION . IS Ar NODE ?Z *0OF =5 VALUE = .312944E-03
OMAXIMUM TQA14SLATION IS Ar NODE 36 ODUF = 3 VALUE = .100000E.01 - 00*O0099900 TRAN5LA1IUjS - **9009--990990NTATIONS (RADIANS)
-,ODE X1 A2 A3 A4 X5 X ____ ___.OoooO ...Ouoooo ..841254e0 _ __'0U000000_ __-.,0000U0000_ __.-.000000000 _________________ 2 .000O0O.uqo -. 000000000 .473d82619 .000000000 -. 000000000 -.000000000
3 opaooa - OOOuO -.00D000000 -*..473882619 .OOOOOUOOO -. 000000000 -. 000000000 4 .0000O000O -.000030000 .473882619 .000000000 -. 000000000 -. 000000000 5 ..... *OoO . . .030u. o1) C C 0 0 ..473da2619.. .~~ -.000000000 .OOO -.000000000 __
6 .3000OU0O -.000300000 .413Ai82614 *ooUo~Uou0 -. 000000000 -. 000000000 7 .0002000 .00000 .63945 .000000000 _ -. 0000000_- -. 0001)00000
8 . *00000000 -. OJU0OO0oO .452e43694. .01)000000 .00001)0000 -. oOo0 .000,0 -. 9.. 0 ooOO uQ)o.- G0,jOf)O. .. 42 34755)8__ .000000000 __.1100000000 _.000000
t0 Oooou. Go -. 0000OOO0uO .433'./558b .000000000 .000000000 -. 000300000 --------1....... _.OOO0u(OOO ..-. 00C.000000 .. 334755i8d OOUOUUOOO .0OUooooo -. ooooo9foo
12 .00300oo -. OuO'000600 .4147074t01 .0000000 .OU00O -. 000000000 _______. O-jL~..0O0U7S____0l7751l7_. .000021 - 69 ___-.o0000 000_ 7.000000000_ __ ____________
is -. 00')0O0000 .00U00 l31 *2097b2160 -.00031294. .000000000 - .000000000 1b......-.000000U10.- ou-0O00000 .2ji~i27514 .00u00000 .000000000 -. 000000 _
*17 -.02000J000 -.000007089 .2091'52160 .0uU2I1.,s4 .00o000000 -. 000000000
18 .. .-. tOOOOOO - .00r, 1,0735 -,.00 17 750 87 .00U0,11695 -.-. 000000000. 00000 21 .coo07j35 .0u."00000)0 .0011760$T -.00u000OO *0o00?1695 -. 000000000 2_.______00007oJ..00000 e__ 97521b0..---00..O(VO O---. ..U0l3I2944_._-.0O000000__________________ 23 -. 03000ov .000000000 .260Y15216u .00000000)0 ... 000j12944 -. 000000000
- -24......-.0ao0~u?3t .0Uoooonoo0 ___ U.!715087 ..--. 0f00000000 ..-. 000021695 - .000000000 26 -. 000000000 .000000000 .bbg7b')99J oo00o000 .000000000 .000000000 27 .,.-.00000JOOO .00C000000. .. 951611972_. -. 000000000 -. 000000000 .000000000
28-.OOOO3uoo .000000000 .967490830 -. 000000000 -. 00000 .000000000 _____29 . .C0o0 .. 00 0000._ 6 490830. .. .000uu00._ __-. u000000 __, .00n0100000 - -___________
30 - .0000000 .00J000000 *467'.90810 -. 00000000 -. 000000000 .0000J0000 31 - -OO~~.00000u00 . f __0 .9u7I4,0430 -. 000000000. .0000, .0,30.
32 0.000000joo 0.00000001)0 .9611.90830 0.00U000000 -. 000000 0.000000000 -. .33 -. 000000000 . .000000030 .9674.90830._ -. 0.oooooo . .000000000 .000000000-------------
34 o.000ooooo 0.OuoO~U050 *967'.4Y030 0.0c000(0 0.000000 0.000000000 _25 - --. 00000060O !toouo00oo0 .9833o968)__-.O OOOoOO -----. 000000000..---.000000000 ____________________
36 .000000000 -. 000000000 1.000O00000 -. 000030000 -000000000. .000000000 -37 C .. 00000U00 -. 00300000...2t)1448541 O0U000O0U0 .000000000 -_.000000000
,;a.00000 .003000000 .2672S'5574 .000000006 *0OOoO0o -. 000000000 39 -.. 000050000 -. 0000000 00 ... 43347S)Sbd .000000000 .000000)000 -. 00000000f0
4 '0 0.OO0DOU0O 0.000000000 .4J347551n( 0.OUOOOOO 0.000000000 0.000000000 _____ L ____..000.00...~-0O0t~f00 '.3'7583 .00000 __ .000000000.. -. 00000010 ________ ___
'2 0.0000000 0.000000000 .43347SS88 0.000000000 o.00Oooooo 0.000000000
4UULPARWTICIPATION FACTOR (XI) =-1.53'.I/02-12 GEN.AT. TIMES 14DUAL PART. FACT. (XI) c-3.5133113F-08 M.3aAL PARTICIPATIONI FACiOR (A2) = .S13'./53E-12 GE.N.WT. TIMES MODJAL PART. FACT. JX2) .J. 46590 1 I-08__ __
.2 004L PAQTICIPATION FACIOR MX) = . 1.4833630E.00 GEN.wT. TIMES NOUiAL PART. FACT. (X3) = 3.3969432E-04.
- -. -- ~ i~ --------
Page 167
M E mq R 6 Fk400ENC 9SrA (E0EVETR - _---6--~iE~ WI H -_ _ _ _ _ _ __ _ _ _ _ _ _ 9 FN0uEc GENRALI5ED9E1I7
- .- - - --..-.. -*-M.~ 'AXIMUM1 ROTATIIN IS AT NODE IS 15 OF = 4 VALUE - -. 193Z13E-03 ~"MAX1mM- TRANSLAhTION 1S AT NOUDE I Or = 3 VALUE = .IOOOOOE.01 - -. -. - -. -00-00 XI-A2 A3'. A4 - R TATIONS (RADZANS) 0-*..0.*.
0 0 0 P A S L T U O OOS O o o o o o o o o o p - . 0 0 () 0 0 0 0 0 0 X 5 .. 2__ -.OOOO -.oouoooooo *--00000000.0 .Ooooo00oo ____-_________ 3 - . -. 0 0 0 0 0 0 0OO O - . 00 00 0 .9 70 )64 2 9 - .0 00 0 0 0 0 00 .0 ooO U oooo *Ooooooooo -4-.0ol8I,9000000000 .00000,m:00000
-. O00cOOOo -. OO.juOU000 .9701864.24 -.000000000 .*OOU0000 0OO0000oo 00 5 -. 00oriuu10 -. 06uu.uuu.901864 . 5 . - -. O O0.'O 000 .. t.O I u (o 0 o .9 0 8 4 9 .-. 00(j ouu uju *o0Oo U oooo 000000000 6 -. 0C'900J00 ~CUE~u00oo .9/Ulab4e9 .OUUOOUOO *000)'JooO *fOOO IS0000 .0000 000 00 -. 00j~ .00U000000 .62)b4 .0ouco0000 .Cooooooo_ __ a - o 'o.- 000000006 10 . .uooououco .ouooollo .deb175491 .oudoounoo .00060ooo .000000000 1! ... ...-. 0J0u~u0 Ouuucoooo .~.82bi/5c491 -- Oouooooooo__.uooo 00000__ *OuO~uoo .0uOOOuO .7514252 .ooooooo .oo00000o0 -000000000 ...- Jk ~ li ....-..' ~0o ____ OU 0jI3S .759405d -. 0001s008 -. OOuo(Ooo -00~'.000000_________ 15 -O000'U0G 00204d 1.9 7 8 1ij -00013 j,, -. O0000cJooo -. 00000J0000
A...............l~uo .:000)006000..14500992d ___ :00000000 ---. 000000o -. 0 01100)00___ --..- 10s.- ..- -. 30OVijO1jO - .. ). oJ135(,._.00109~7080 - ----.. .cuulj4ud-....-,-.-Ooooooo *Ooocoo 21 .0000313b6s .0U>Joc-co0 .O0lo')IO~o -. 0000000U0 *00OU13408 -. 00ctj000000 *O~oc!!-0G'3-'000000oO
0 U0 19 3413._____o___ooo_________ 23 -.000jt~jal .OK00jj *2o~N~ -. 000oo0o- -. 000193413 *O00000o00 24 -. 0Ooi3ji *OOkjO000 .001097080 -. 000000000 -. 000013408 *0C00 _ --. ---- '
26 *000'O0000 -OOoUtOo0Oo -. 29Idb275e -.00u(JOU 0O -uou~ O -.000000000 27 .Io 0h0jUjoo _.OIjuonOo6 . . .0 00000 -. 000000000 -. 00 00 00-C 0lO O l.eI7e.844 . 0 0 00 *uoioo~ q oooouoooo -.000000600 003:oto.,o -.0uOI)ODOO~ -. 631071449j OUO~UOOOu .000000000 -. Oooooooo 31 .O00t'uQ -. OoJ063000 .6. . 0.3I78449 Ooooo .0000oo00,0 -. 000009000 31 0uooO oiooo .3. 44 0.0000t00OU0 o.0000o0o00 0.000000000, 33 G. 0 U 1jCooo. -. 00OUUOOO . -.631U7844, .OOUOOuOrO .000000000 -.000lI00000f - .4 0.0Cooooc0o0 0.03000000o -. bJIO 18449 0.OOUOOOOUO 0.O00o0o000 0.000000000 30 ,0t)(o 0. .00C00000 ..-. '317444 .00U00Q000 .00O000000 __ -.000000000-______ - 4 07... .0000005 0 .00000 .6*310?704 -. 000000000O -. 00000o000 0.0000 * CJC OOL00 -. II3QO40 . 10o I . uo o o o . 0 00 0 0 -. O OOoooo 39 _____. - .OoOoo~osu_.826115497
* 35 -. 005000000000 00J000 -. 6840e 000000 000-37 -oooo) ,ag .01iu~ou -0000000 .00C09000 3 a C O O U 6 0 0 . 0 ' U lo o o0 o 0o3 * 2 6 7 4 9?j . O O aUO ,O o' o . 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 4' .. oioh(c0 0U 0I00I.. i I~s 4 ____It - .OoUoOOOOOO ... .O Ooo oo ___ .000000000
42 0.00j- 0oouuOQOOUO *26 175497 .000000000 o..oo0oo ~ 0.000000000 4OULAL PARTICIPATIO'l FAtJO (XI) = 2.30.300i2E-13 GEN.wT. T1MrS MOUUL PRT. FACT. (Xl) z .931,7639F-04 -- U04L PA4TlCjPATiUN FACTQ~ (Ae) =-3a39552/7E-(J GEN,.wr. TINES MQLJAL RPT. FACT. (A;>) = .S~33Ec ~'ALPAT11AT0~ FC~a(X) .68U0E-j GENWT. TIMES MUOJAL PART. FACT. (x-) = 1.203 570E-04-
Page 168
Appendix A.3
"STATIC" OUTPUT
Page 169
d E G I -N INPUT LOAD CASE NO. I TI ILL( UEAUWL14bT LOAU CASE
NJ.JAL POINT A0PLIEO F0,cCtS FUR~ LOAU CASE N6. I
-- NOVE Al X2 A3'X AS - A
7 -0. -0. -6.1u8OOOL.OJ -0. -0. -0. )3. -0 _ _ - - - -3 .82ZOOE-0 J -0 . _- - -0. - -0 ._
12 -0. -.- 9.792000E.03 -0. -0. -0.
-- - - 2 -0. -0. -1.0593OE-04 -0. -0. -0. __7_____0._J0. -0. ___ ______________
35 -' 4.OOOEO O -0. -0.
~ ~ ... -.-------~2.O~000E04 ~ - -0.---0.--
.) N0)AL_.P0INT__APPLIErJ LO~ESAU/)R.UL!P MLTS FINAL SUMARY FORLOAD._CASE N.1 I
COCE I IN. COLU'4N Z0 OF T-.L STATIC CAkD.
FORCE AND MOMENT SUMMATION A B-AOUT A AES. PAALLEL.To S.ySrEm-AAe _____ - ___
_' Ir UP-I,,IN AT P uINJT (0, 0,0)
____Al )_I.rLJ~i - D 0*L ED - - --R -- - - - - - - -- - - - - - - - - - - - - - - -
FX 0.
pmx3 = 0.
.. ...... . ...
_ _ _ _ _ _ _ _ __ _ _ __ _ _ _ r ~id
'-..........
Page 170
CEA54EIGliT LOAU CA SE -FA . _E LE M EN T 0ADS FOR OUTPUT VECTOR I
AXIAL SbEAR SHEAR fOSiN BENDING BENDING .. LOA -LOCAT IOu. P __. _v V3 Mr _ M2 __43
fi .N00E--PE4CE!NT.
I IJA 0.0 5.13100E*03 -1.2b'31E-13 1.89514E-11 2.48506L-13 5.5402SE-09 -5.38)04E-12. PIPEG - -1- Jq .10.0 - .- 5 131 * l 6E- 2.4 0Ezl3 -6.0762C-09 1.74673F-12
Z .3 JA . .3.0 1.76612E-11 8-2.821E-1. 6.27414E-3_.....4S81E-.13..-1.1372(-11 d.519AbE-10 PIPEG e 2 J4 100.0 -1.76612E-11 2.b9 621F-11 6.27 41j4t-13 4.45t81l-13 1.68216E-11 -1.61399E-09
1 C-3 JA 0.0 7.88,1,E-11 -4. 0417E-09 -1.501 49E-12 J.78424E -11 .499!4E-10 -d.99911E-08 bEA40 :i . 8.J 13 0 -1 26161-A A50417L1t3 1'.099-12 -3.78424.-11_ - 1.3b4(-1o -3.727Th-08o3_____________ ____
0.0 1.33t0'F-10 -1. 149E-09_ -3.34743-12 1.66-11.-7.3143E-12.7.20169E-O dEA G 1 4 5 J-3 10).0 -1.3te0CE-1O 1.bdl49E-09 3.34/13E-12 1.88d65r-lI 8.67320F-11 -1.01600E-07
5 JA 0.0 s.2?58iE-11 2.77eo3E-11 -I.153b9E-12 3.54d40-12 -6.60V78E-12 2.50R33E-11 PIPOG D J 1 P14 G -. 2 ?5:i dE1 -2.7.Z249 1-1 _--I -1.5309 .12 -3. 5 d40E-12 1.70612 -11 1.9 177E-10
b-.4 JA -. 0.0---. 5.13100E*0- _3.38-347-11 -1.3554.3-10 9.9,'2-11 -2.d4972E-08 -1.445%4E-09 PIDEG 0 7 J8 100.0 -5.13100E*0J -3.3d8327E-ll 1.35'54JE-10 -9*924eE-11 3.151JIE-08 2.19862E-09
1 7 JA 3.0 1.12390E.04 -2.915d1E-1 -1.177odE-10 6.50710E-11 -2.4150E-08 6.53934E-09 PIPEG P J ..110...0 -.1132.E.*0 Za.JL~iIAll . 17768E-19 -b.50710E-11 2.529i09E-08 -b.8191.E-09 ____________
8 JA 1.0 1.506h0E*CN -1.c7035.-11 -1.053bbE-10 6.39042L-11 -3.44169E-08 -J.9?603E-09 PIPFG b 11 J3 103.0 -1.50610'0 1.d70ti5E-11 1.053o6E-10 -6.390t2L-1I 3.58921E-08 3.66415E-OQ
10 JA 0.0 -8.73308E-lI -4.90035E-10 6.41944E-12 3.207148-10 -4.s0lbAE-ll.2.60274E-09 PIPEG 2-- S J± LQ . 0.7J3303L-11. 4.90 5L-10.-.. ' 9'.9 1 2.915Eri -1.0871E.1. .. 113Q.E09~~________________
10 JA -_ 0.0 2.29644E-10 4.852'.'*-09 3.25976E-11 2.57145L-01 -3.041SOE-10 -3.0801YE-08 HE4MG 10 11 Ji 100.0 -2.296V4E-10 -4.65248E-09 -3.269/8E-11 -2.5714iL-08 -6.1686SE-10 1.76260E-07
11 11 JA 0.0 1.50610E*01+ -6.933/3c-10 1.903d2E-09 -2.167e7t-09 -1.74384E-07 -b.24097E-0A PIPEG LL 2 J 1.. .5j6i10E.09A. A.911L3E. 11 -L.9 03dd2LrBS 2..157.71 L109 1..41149E-0. i.210 1 5F-08__________________
14 i 12 JA 3.0 2.40S30E*C-.. .6993331E-10. 1.,03u8E-09 -2.16721E-09 -1.41740E-07 -5.27003E-08 PIPEG 12 37 J3 100.0 -2.485J0E.04 6.93JJIE-10 -1.90308E-09 2.16721E-09 5.92406E-08 2.04604E-08
13 13 JA 0.0 1.524bE*04. 1.36,64E*01 b.26039c-11 1.59517E-10 -2.683,2E-Io -7.45180E*04 -BEAMG--L3_ LJ.I nA.La 1 2 * 36 7s'ttt. .2011.. 1- i.L ..7! 59.1 1 -l. -.. b 2i E-LL 7,45873E 0_
1. ..15 JA - 0.0 _1.3690.E*01 .1.52498E.04 5.bo2uE-11 -1.2J17tE-12 .-3.5b797E-l 7.02853E*04 BEANG 14 14 J3 100.0 -1.369o4E+01 -1.52498E+04 -S.602b9E-11 1.2317E-12 -1.764i8E-10 7.45873E.*04
1 15 JA 0.0 * 1.36964E*01 -1.52408E*04 S.53906b-11 -5.734lLO09 3.S7t7E-10 7.02853E*04 BEA-G 15 i 6 JA1Idt-0.9 6J-L-l599034E.*RI.O l__h____6E__94- 6 _10 9 3
10 --16 .JA.. --0.0 1 .36904E*0L-- 1.-. E*04.....-3.76973E-1I 9.1364eE-10. .101/8E-10 4.13405E*05 HEAMG O lb 17 Ji 1C.0 -1.3190.E*01 -1.52498E*04 3.769/JE-11 -9.13042L-10 -6.19881E-11 -7.02953E-04
11 17 JA 0.0 1.3n9f'L.0 .1.244iE*04 -J.701i9E-11 1.4410/E-12 6.14558E-11 7.02853E+04 BEAMG ...o..LI l..10. 1 0 -...9.1 + 3,10 1i9-11 -1.44101E-12 2.8416F-1Q 7*45873E*04
to 19 JA 0.0 1.24')E*04- 1.3f134E.*011 -3.3631-11 -2.6695L-10 I.72267E-10 -1.451HOE*04 AEAMG 18 18 J. 100.0 -1.52.98E*0' -1,36904E*01 3.3b395E-11 2.6boubt-10 -2.05115E-12 7.4587JE*04
1 20 JA 0.0 1 .52e49E*04 1.I690.E*O1 -4.75815E-li -3.36300E-0 2.46d40w-10 -1.451H0E*04 BEAMG IH 21 J- 100.0 -1 cnn.'-a. l.-lSl.nt 7''t'.-11 . -60774;*.-1. 7.45A7tr.i,
Page 171
II 1 JA 0. 1.0 0 *O 1.:> 14t.*0)4 -J 10oldt. -1 .4 41 0 rL-1 6.t4"k ' M -ItI 1GodreJtau -0 M.4MG P _ 1 J4 1 O _I * 1. _. .01 i . 10__-_2 .0 . S73E* 14
1 I" 20 JA 0.0 1.24Y3E*0 1,36904E*01 -4.75815L-1l -3.36300E-10 2.46840E-10 -7.45180E*04 HEAM6 1 21 JB 100.0 -1.524983E.04 -1.36164E*01 4.75d15-11 3.36JOuL-10 - 6 .07742E-12 7.45873E*.04
o -t -22-JA .0.0.- 1.36904E*01 1.b24 -*0-.7577-1 6./d-12 .1.1bbE-10 7.02853E*04 UANG eG 21 J- 100.0 -1.36964E*01 -1.b241)E.04 4.75177E-11 -6.0312JE-12 3 .36161E-10 7.45873E*04
ei 22 JA 0.0 1.3b90SE01 *1.529h6e*04 -5.83530E-11 -1.361bdE-O -1.4761HE-12 7.02d3F*04 13EAMG 0 -----16-JH 4).0 -1.3 - 01-.-- 1. 29i! t o 0 - .').83500E-11 11.j2.1.6odL-08a - _. j1448EnU 02 = .1403E*05_
e2 16 J4, 0.3_ .. 1.3690j4E*01 1 . t24 dE*-04_ 7.6291/5E-11 1.35t>79L-0f8 -2.014e7L-09 4.1340DE*05 HEA 46 ed 23 Jd 100.0 -1.369L0 E*01 I1. t2** 08E *04 -7.629/tbt-11 -1.35574E-08 2.97i/6E-10 -1.02853E*04
23 JA 0.0 1.36964E.01 1.20E04ao651J7E-11-6.04JOE-12 -4.034t1E-10 7.0285JE*04 HEAMG-23 J 2 Jo 10.0 .. -. 36 thvl. -L.. L-*E04 -t.U5131s.-1L [email protected] .. 1D.9E-19. 7.53(*o4 _________________
S 25 JA 0.0 j.29 * .:69'j4E*Ol S.(>S746E-11 2.?db7,jE-10 -3.4e942E-10 -7.45180E*04_ OFANMG e4 24 J-1 100.0 -1.S2,,.E*0 -1.J6904E*01 -65 7oLI -e?ddeE-10 b.0741E-12 1.4IF7E*04
) 38 J 0.0 -2.3 4 O *D0Lf -3.d2921E-11 9.727.U2L-10 -7.83J9S1L-1o -2.70188E-0 -4.3391E-10 PIPEG 5_/ -0 2-- 0-0LJ-k.0 -3*?397E-0 -e.17S75F-09
co 2% JA 0.0 - -1.33010E*04.-2.,dbe-lL 8.b08d2t-10 -7.jjb0n0-10 3.97086E-08 2.10303E-09 PIPEG eo 27 J3 104.0 1.33013E-0. 2.G86t-1l -d.608o2f-10 7.3106nE-10 -1.0346E-07 -3.64946E-09
7 27 JA 0.0 -6.015OOE*0J -2.39333E-l1 d.751Ji1-10 -7.21#234t-1o 9.44346E-0R b.7119AE-10 PIPEG e 3L1JS 10... 5..00000 2.2843E-11 -'.151 1-10- ?J.0A1..6691-Ero -000.vN-09
- 29 JA 0.0 - 414 E-11 -1.37 6E-.0q 4.b .2bE-12 -1.4361E-09 -2.25073r-11 2.27471E-10 PIPEG 2d 29 JH 100.0 4.41243E-11 1.37J:oE-09 -4.6922bE-l 1.4386tE-U9 -1.41891E-11 -1.01635E-08
29 *JA 0.0*- 676ou-11 -5.319iHE-09 -8.21542E-13 +d.1107*-0. -7.418783E-jI -b.53148E-08 HEAMG - 3 S100 A6.2EL 5.118- -. 1961 d101 0.1u & 9. 73942Ef11 I .*0t69E0 . -___________
.3v 30 JA 0.0. -3.3.1E-10 -8.J107C-09- J.37374E-10 -b.41134E-08 -1.018/0E-0A 7.90305E-10 9EAMG ii 31 JH 100.0 3.3i213E-10 8.JUJ?E-o9 - 3 .373/4E-I1 6.411JOE-08 d8.bl46E-10 -2.5S58bE-o7
. 1 31 JA 0.0 -2.d;30bE-10 -1.jo97E-1o 3.327t'AE-10 5.2277JE-11 -5.00391E-10 -2.61934E-10 BEA.1G -. 4L 322 Ja.Iso 0 5 .3Er E77lE--. -LL 0 . 3 7+ -. 1 E m21_LLm -*3J.d0 1 0 .693.Ejo01
_32 30 JA. 0.0 ____ 5.70242E-10 -1,1-0 -7.294061-10. 1.4/24L-08 _ 9 .33927E-09_ -1.98307E-07 6EAMG
* ! 33 J1 100.0 -5.73242E-10 17'87 VE-08 3.2940bt-10 -1.,.7724L-08 -2.18008F-10 -2.702h 1E-01
3 33 JA .. 3 -- .015IOE-IU 0. -3.06775E-10 -2.0247JE-12 8. 42080E-10 -5.82077E-11 MEARG - _z-J 1 0151E1 Q. __ ChilitalQ V_ - 0 1t-1 t .:00 21-10 2. 91 Q3dE-1.L
0 JA .0.0 _-o.015000 -2.89613E-24 1.72054E-C2 _ .. -6.77626E-21 0.. PIPEG 3- 35 J:3 100.0 6.010UE*O 2.89313E-24 -1.72034E-22 0. 1.3S525E-20 -2.11758E-22 O35 JA 0.0 -2.0coE*04 -1.b5436F-24 7.9093L-C3 2.04698L-23 -. 47033E-22 5.29396E-23 PI EG
-- 36 J- 1 d3 __2.__009 O-0. -5.24396E-23 .
o_ 37 JA .0.0 .2.850+0 -7.13llE-10 1. 916"9E-09 2. 1600c-09 -5.63757F-08 -1.32578E-04 PIPEG S 6 16 JA 100.u -e.48530o. 7.1397IE-10 -1.916/9E-09 2.10606E-09 2.41353E-08 1.249PIE-09
7. 16 JA 0.0 -2.3A9 0E*04 -3.317iUE-11 1.00646L-09 -7.73171 -lo -3.86366E-08 -9.50976E-10 IPEG L Lo J 1--3_Z0 Z J..QL.J*)Et-o 0 _L l l 006__l19 . 1.LT.--1 . 7.4uo__. 80079E-1 _________________0-S_ 0
3 11 JA .. 0.0- .910 -1.-2.3 01E-09 1 0- 7.d-08..6225E-08 39 J 100.0 -e.9103dE-1 2.930-'E:-09 1.168,3-09 1.65184E-.08 1.363-2E-09 -1.77456E-0i8
O l i 39 JA -. 0 1.121 t'3E-1 -8.73115c-11 1.0721 .E-09 S..,lI-.Ot-1I 2.OUU19E-04+ -2.32331E-10 1EA1G tA.0 Jd.03 . 21 .32'14.3E 10 -. 73115E-11 l.Ol1d-09?.-5.2?1Q~ut .. 2. 909. .03727710 -. _______
11 J 0.0 -. 13430-1u 9.08037E-09. ,91317E-10 -,.73311t-08 _-2.9461i0-0 -. 1.50118E-08 BEA'G _ C '.5 41 J-s 100.0 .31 Je3E -lo 9,. .Ho2,7E-09 -9.91317E- 10 2. 7ilLE-(08 2.0086E-09 -2.14843E-07
j 41 JA 0.0 -1. 14 /JE-0l 2.91ioddE-11 9.4717J-;-10 -1.01321L-11 -2.26558F-09 0. HFAMG
Page 172
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-1 41 JA 0.0 -1.104-iE-0i 2.(,#1JsE-11 9.4717JE-10 -1.a1321E-11 -2.25558E-09 0. HEAMG 1 42 JR 100.0 1. 10 43E-ov -2.slU i.E-11 -9.47113E-10 1.67321E-11 -1.826/4E-09 5.82077E-11
OEAL.*EI^31t LOAu CASE
NAXiM4U- LOkd SUMANY FrO. H EAA ELE'ME NT LOA US FOH OUTPUT VCTOD I
A 1 AL SjMAR SHEAR rORhiN .ENDING dENDING P V2 V3 A dM
AAIHUM REA4 LOA:)S = 2.3 1.2*04 __ 1.91679E-09 8.101OIE-03 1.47739E-07 .1340E*05 BEA'4 NOS. = 3. 3t.). 11 16.
M-Mi BEA4 C = -2.a5sot 0'. -1 .52.s.aE*04 -1.9179t -09-a.1 iuItT-01 T.74384E-07 T3405E*05
- Ek4 NOS. = 36. 1. . 3. 29. 511 5.
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Page 173
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JA .. 62IE-12 117E-10 .49JI-10 ,b2E-09. .44Eal2 .1ill 10~~.________________ J9 2 -. '27E-12 -.. 177E-10 -. 290E-10 .161E-08 .446F-12 -. 168E-10
3 JA 3 -. 150E-11 -.In9E-12 .450E-06 -. 900E-07 .378E-10 -. 150E-09 JB 4- . .15uE-11 ,1i9E-12 *.0E-0 . -JId-07 .114.E-10-09
A 70E 07. .13W-1 / .743-11 JS3 5 .33:E-11 .14E-09 -.1khE-08 -.lu2E-06 -.149E-10 -.867E-10
SJA 5 -.I1lE-1l -. 3F-10 -,27E-10 . 1E-10 -.3i5E-11 .661E-1l 4 -6 .11-11...23E-10 .d?7t-10 .19dE-09 .355-11 -. 171E-10
JA -- .3de0 .3509 53*4 .850 145E-08 -. *992-10._ Jb 7 -.33aE-10. -.IanE-u9 .b13E04 J15E-07 -.2?OE-Od .992E-10
7 JA 7 -. 24E-10 .119E-09 -.11E*05 -.d42F-07 -. 6S4E-08 -.651E-10 J _ .292E-10 -. 118E-09 .11dE*05 .253E-07 .682E-0d .65I-10
JA . . -. 1 - .150.. . J45-.07 .393-08- - -. 639E-1.0 _
Jt 11 .181E-10 -.10I5E-09 .is1E*05 .J:9E-07 -.J66E-08 .639E-10
JA 10 -. 516-11 .392E-11 .490E-09 -.IbIL-od .207E-08 .430E-10 Ja.9 . .510E-11 -.32E-11 - 0-0. .........JdIE-08 -. 427E-08 .719E-11
10.__ JAL 10.. . -. 1 3Y-09 .. .1 6-09 -* E-0d8 E.t0Ei-07. .. 360E-0d... .35-9______________ J 11 .134E-09 .136E-09 .483E-08 .143E-06 -. 106E-06 .617E-09
11 JA i -. 6ijE-09 -. 1.0E-08 -.SIE.OS -. 174E-o6 .624E-07 .217E-08 J.12 ..6'JE-09 ... .. 0E -- ,SIE*U . .1E-06 -. 527E-07 ..---. 217E-08
17 !A 1 Z 9E0. -ai-L . 2 voExt05. .9L0 52 7Er .21 7E-0A JA 37 .693E-09 .110E-08 .24qE*05 .592E-07 -.205E-07 -. 217E-08
iJ JA 13 .52oE-10 -. 137E.02 .2E*05 -. 74E.05 .268E-09 .160E-09 ............ -. JU3 _ 1I. _ ..520E-10... .137E*02. -. .15tE*05 _ *P6E*05. -.217E-11 __-.160E-09
l J IA. 15 .56-.10.7 02 . E*05 123E-ll .350E-(9
J1 14 .560E-10 -. 1j7E+02 .15eE*05 -.14oE*05 .123E-11 .176E-09
JA 1 .i.4E-10 -.1J7+02 .1e*-05 .7OJE05 .573E-08 -. 358E-09 Jd. -. 5.,54E-10 .137F*02 I -.2E -05+ _.13E.06 -. 73E-08 .160E-08
IA-th -3llL -1Rg s5E*k9.E0 .1E0.910E-09JR 17 .377E-10 .1J7E+u .15E*05 -.703E*05 .914E-09 .620E-10
17 JA 17 -. 37UL-10 -.137E+02 -.1*05 .lu3L*05 -. 144E-l1 -. 675E-10 JB_ 1.. ..370-10 . .15-'e.+ ......5 _ .7 -t*05. . 14....._4E-11 -. 284E-09..
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JBi 13 -. 3Thr-10 -,1J7E0e -.kE*0S -. 1 bt:+OS -.205E-ll .267E-09
JA 20 -. 1.E*02 ./6E-10 .IL'E*0 5 -.e&E-09 .745E*OS -. 336E-09 J U 21 .13/E*02 -. ' 6-10, . .1det *05 .60M.-I1 .746E!05 .31ME-09 .
to .?? .13/I'E ? -. " /-1I0 -. 1LF 9* I *0F-l 70 16+05 -. 115! l
Page 174
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j JA 23 -.137c.02 .4 16E- 10 .1 E .05 -. e'.1E-09 .745E.OS -. 336F-09
IA 13 21 .3Eo -. 416E-10 -. 152E-05 t.Ot9- I .746E-0'5 -. 3I E -L,9
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jA 39 -. 3ds.,-I0 3.~E-09 e39'~E-05 -. 270E-07 .43SE-09 .7A44r-09 J3 2 . .363-0 Ev3-Q *.3-ES .. i-o .. 1-0 __-.M-I9__
.RU E-1.1F-09- , ..J E 05 .- S'I E -07 -. 2101-od .731F-09 ____-_______
jmi 27 .2Il .I,1-09 I-.j 1i.OS 1. 103-06 .. 365E-063 -731 E+-b§9
7 JA 27 .13b- SE-09 b 49.E07 -. 671E-09 -*.4-09
......_ 30._ . .2 3 i1- I ___ o.drSE-09 --------.n 1 .' -. 10 _ .. 00 -08 _ -. 724E-09
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eo JA 2.) JJOE.-10 -. jc.5E-10 .:)3 eE08 -. 1aieE-07 .964E-07 .742E-10 .3. -30 -- ----. 3oE-10 J,5E 1 .. 1,1- 7 -. 973E-10 ----- -
___~i JA' J L -9-~7 9 .t-08 .I-.07 . .'1-09 *I~-0?_________ ____
jFp 3 ~ -. 3 3 4E-09 .3J7E-04 431E08 t-4 I E- 07 .255E-Ob 61.5E - o9
ji JA4 31 P509 -.3J3-09 I . 141-094 -.s251j-10 .262E-0. .50OF-Oy 1:3~ 3 2 __..? 8 E -u . __ _.3-33E-09 - .1311-09 t . e.3E-10_ .262E-09 __.934E-09
'. 33 3-)-0 ?Jo0 I ..?E.-07 -. 270E-06 ___.14dF-Q.I -.93'.-09 _______
J3 JA 33 -.3071E-9 -. 602E-09 0. -. e1 1-1 .202E-1I1 -. 842F-09 J3 __34 __..307E ..(-------.409 -09 . 1-10.....?.02E-1 1 .-. 48OF-09
J90 35 .29--23 I1121-21 -. oOlE.04 .156E-19 .21 2E-21 0i.
iso JA 35 -. 16t)E-23 1. 94E-22 i:OIE-04 -. tWIE-21 -. 529E-22 -. 265E-22 -. jB- - Jt......16,.-A-23 ... *~E2. ...0E0___0.. .529E-22 _.265E-22.........................--
J13 16 71EOy Iq;E0 4J 0 .2 1 ___ .- b4E,07.125iE-0 . 21 7E08. _________.-___
JI J 16 -. 33LIE-10 -. 1911-08 .,,3-0S -. 5ds6E-07 .9511E-09 .773F-09 j.j . -........ 3:j .. 33eF--10 y.. lI-Om4 -.-. 239vE-05 .,'74F-07.-.5s01-09 -. 7 13E-U9 _
j 4 L. -2 3 -i.. 7E - 0 .- 1- 0 16 1- 0 7,-,..- .4 62E -03 0 F.20i- 07_____ 16~ 3-) .25eE:-9 -. 17 E-0 8 -.,d9jE-oji tt ,bE-07 . 177E-07 -. 341F-09
9 JA 39 -1 3Z-09 I 0.4E-Od .d73E-0 -. n22E-10 .233E-09 -. 200E-08 ji 40 .13,~-, E- . Us~E -oi -. dISLIO0 .,J22E-IO .204F-09 -. 2f,5F-99
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Page 175
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5 5 JA O.UJ '.. - 1. -1.7AE-13 -4.2'iE-j'. -4.059-I2? -3.415L-12 -.3o889E-12 -3-3930E-12 -
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a JA 0.0 -3.'4E-13 -1.94E~-12 -2-15E-14 -1.3835E-Oe -1.3851bL.02 Ii~~ -I.3A!32E,02 -1.3852E-02 6.'9sE.01 PIPEG S 11 J3: 100.0 -3.44.E-1.3 .)L -2.15E-14 -1.3JiSE.0I -1.35Eo -1>-3I~8tE0O -1.3Ni?E.02 -1.3-92EO? 6.93E-01 * 10 JA 0.0 -4.OZE-11 S.2/E-13 -1.75E~-12 3.58I7E-14' 2.Ri4dL-jj 5.060OE-IJ .487E-lI-2.415E-I1..44E-11 PDEG .
10 - 10..JA - 0.0 9.7UE-12 6.5 L-14 -.34. -4.594E-IJ 75,.364E-13 -4. -86E-13 -3.A16LE-13 -5.371SE-13 2.01E-13 BEAM'lU 1 11 JR4 100.2 9.- 12 6.5'L--I4 -- b.43E-I'. -4 .liWE - 13 -14.000t'-13 -'$.a0 9 E-IJ -1.7196F-14 -4. 0 1 bE- 13 6.49E-14_
11 11 JA 0.0 -I.ceo-ll 3.504E.-11 7.e~H1-13 -l.Hj5E.0? -1.385E-02 ~ -I-8:o 1.31z 2E.02 -1.3852E.02 b.93E+01 P I PE~ - - -~ ... J45E0i.04ii 3.3R~t-1. E..J7I $'I15E-04 -- I.e .71 .ii35?2 .~.9.!0 __
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13 13 j4, 0.0 2.?-.E-o2 .~1 -3.0-lb -3.050E-01 -3.069E-01 -3.056E.01 -3.0313E.01 -3.0666.01 1.52E.01 BEA4l----------
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Page 176
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Page 178
A ~ E rI N IN'JT LOAL) CASE NO. 5 TITLE( EAwirIUAKE L
NJLJAL P0!NT APPLIED FOR&CES FOR LOAU CASE &'J. 5
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Page 180
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311 11 JA 0.0 -2.43493E.O3- -1.6 8E 04-'..11~1 -.70E 2.40047F-03 4.450 6E-04' HEAMG
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Page 189
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Page 190
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Page 193
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Page 198
Appcndix A
STARDY'XE CO>IPUTLR OUTPUT
This -section contains the following output:
A.1 Geometry
A. 2 "HQR" Output
A.3 "STATIC" Output
0
Page 199
Appendix A.1
GEOMETRY
Page 200
----- S ; TARDYNE 3.0 INPUT00
-CARO_).. WpAGE -- - - - - -- -- --------------.
-- -- 1---12-16 ---------3-- 36- 4 4'4 48 52 56' 60 64 68 72 76 80
CARD_ MO CARD TYPE
- 2 EFCO St4,UTOOAN PEAT. EXCHA-46E . TYPE-.CEU. . . . . . - M-- -- F.
3 MATLG ICS 250 F 27.55 .6, 'ATL
a. -. 2S >40or .26.b .MATLO---------------- -
5 3 CS 400 F 27.0 *6 MATLG
NDE
7 NUDE 1 0.0000 0.00000 361.00 ND
-- - - ..20.00 __ 32.7500 -- 32.75 - - - -NODE . ~ . ~ .
9 3 0.0000 2J.690 332.75 ND
10 4..- _ NODE . o ~ - 10 - - '. 0.0000 - .000.327
11 0.0000 -21.690 33Z.75 NODE
____ ___ 0 . 0 00o 7.5 0 - - -.332. 75 - 'ODE _______________
13 7 0 . )00u 0.00000 310.50 .NUDE
-~ ~ 0 ___ 1. .'!ood . ~ 000.. __ 0.8 ~ - -- - -. NODE-------- -
15 9 2 5. .0 25.346,00 286.88 NODE
_____ -16. 10, 19.94 j 19.93 ~ m - - . - - . - - - NODE...... . .
17 11 0.0000 0.00000 2843.88 -NODE.
________ 13 1L. 0.00a3 0 .0oG0 00 0 - , 72.88 -- ___________________ND. 19 1Ij 0.0000 32.0000 20.0NODE
0209.50, NODE.
o ~ --- 20. .14 0.0000-1 - 32.0000 0.6.ND
21 1i 0.0000 22.53000 209.56 .NODE -
22.___ .. lo 0.0000.. 0---00 2------ o. _____
o23 11 0.0000 -?ie.500 - 209.56 ND
25 IV 0.0000 -42.000 204.50 NODE
0~2 -26 ... 032.000 -.- * ~ no. ___.0.b .~-.-.-____NODE . ~ --.
27 e1 32.000 0.00000 2NODE
28,,-----------22 22.500 N.0DE0 e____ __-----.
924-22.ti0 0.00000 209.56 NODE
-. 32 '00 0 0 00o 209.5 6 0J 0E.
3 2 -32.00 0.00090 204.50 NODE 31 2tU E------------O-E
32..- 0 0.0000 NODE00...___ 1u1
's21 0.0000 0.00000 5b.1j0 NODE
34 d ?5-1-60..-~40. __ 42. 130..--, NO.
35 eq19.9j0 -1 1.930 42.140
17 ~~31020O b9 0.00000 '2.14l.._____________ UE._______________ - NODE
.3. 32 -32.00 -- ~ .00~~___4.3.NODE
39 33 0.0000 -27.690 42.130 ND
041 3,j 0.0000 ----- 0.00000 e8. 130 ND
.42~~ 0 o.o0U00-___ 0.0000- - - - 0000.-.-- -.. NODE-
43 7 0.0000 0.00000?2.8ND 43.. ___ NODE ___
45 3v -27.64 0.0000 281.i25 NODE
40 -3.00 00000NODE
O47 41 0.0300 -21.69 267.25 ND
_______41L..- -- M. 0.0000 -i~0-2L.25. - Q)F-
____9__END__ RE I
____ - 13. ... 1 1L - - --- -- . R__ PSG . . ___
SI 1 11111 .RESTG
53 25 111111 RET..c__________
Page 201
If 8I G4
S3 11 111
STARDYNE 3.0 INPUT ..-....-......-.-------------- CARD IMAGE ---
1 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80.
0 o 0 0 * * * * * 0 0 0 0 0 0 * * * * 0 *
* CARO NO ***** CARD TYPE
55 34 11111 AESTG
5f 40 11 Ill PESTG
____ .57...---.42........ 11 111 -- __ ET
58 END END
59_.AGLt ..1.513L* 5.131, 1. 60 7 6108. 610U. 6108. WGHT
61 8 -3822* 38- 3822A.- -- - - ---- WGHT
62 '12 91;2* 9792. 9792. wGHT
63 1 12252. 122:2. .. 12252. GHT
64 26 10593. 10593. 10593. WGHT
Os 35 4307. 4001. 4007. wcHf
67 36 2008. 2000. 2008. wGHT
68 END END
___69 -P IREG I.. -- ---0.. 2..... ~ ~ .___ PIPEG_______
70 2 2 36 2 3 PIPEG
72 4. 4 5 36 1 1 AEAMG
73 PIPEG 5 . .6 .36 2 3 PIPEG
74 6 4 7 20 3 2 PIPEG
_ 1 0 36 - P 6PIPEG
76 8 8 11 20 1 5 IG
__ _ __ _ ___7... 10 9 6.....______ ________IPEG ________________
76 BEA4G 10 10 11 36 1 1 6EAMG PPIPEG_-_
79 P IPEG - . 11 - - 1 _ 12 - 20 1 .. ....... -- E ......
go 12 12d 37 20 1 4 PIPEG
81 BEA 'JG .-. 13 13 14 36 _.1 - - EA G
P2 14 15 14 36 1 7 BEAMG __I-_ __16 TA 1 _1_-_REAMG
84 16 lo If 36 1 1 8EAMG
17 I 36 1 BEAMG
h6 18 19 1t 36 1 1 BEAMG
87 19 20 21 36 1 BEAHG
88 20 22 21 3b 1 7 BEAMG
.A9. PL.22 .10 6- BE ANG_
90 22 16 23 36 1 1 BEANG
91 23 . 23 24 36 1 7 .... EAMG. '92 24 2! 24 36 1 1 HEAHG
93 PIPE .25.. 3d 26 20 1 4 94 26 db 21 20 1 4 PIPEG
______ 9 __s- 2Z.....7 30..20. 1 ~~5. -- _____ - P IPEG ___ __ ____
96 28 29 2d 36 1 6 PIPEG
97 t)EAMG. 29-- 29 30 36 1 1 BEAMG
98 30 30 at 36 1 1 REARG
99 _ _ 31 32 36 I 8 - BLANG
100 32 30 33 36 1 1 BEAM4G
I1a01 33 J3 3 36 1_ __BEAMGi..
102 PIPEG 34 Jo 35 20 1 5 PIPEG
103 35 ----. 20 -1. PIPEG _______ ___
104 36 .11 l0 20 1 9 PIPEG
105 37 16 _ 3d 20 1 9.PIPEG 106 dEAMG 38 11 39 36 1 1 BEAMG
3v-39 i3 40 36 . 1 EAMG
108 40 11 41 36 1 1 BE.AMG
Page 202
10 f lb Jd 40.~ 1t PIL
106 dEA4t 38 11 39 36 1 1 .BEAMG'
107 39..~ ~ 39 40_ . NEAC_____-36--_-_I -_____M6 lod 40 11 41 16 1 1 BEAMG
*'STAIR0YNE 3.0 INPUT *
1o-- 2-1-2 24 2 32 6 40 44 48 52 56 60 64 -68 7 6 8
110 END END III . PROPI . 1.500. . . .5. .. . ... ..0 ..... .1. 0 BRP ____________
S0 - -112 7 34.29 7.32 1176. 81O7. .338 .662 BPROP
-'114 dPRP2 1.0 1.0 1.0 1.0 1.0 BPROP 116 e 6.0 ..375 .75 1.0 1.0 PO
117 4POP .405. _ 75. .2 B~__ _ _ _ ___ ________ PROP -
120 5 Sik. .625 1PO
122 ENO. _ . _ ENO __
124 ENJGEOM ENDGE
-- ----- -- - ---. ..... _ _ _ _
Page 203
EFCO Sr1UTD04J ..EAl EACHA14GER TYPE CEU
Gtdl4ETRY PROCESSING OPTIONS--
GEu.ETRY INPUT PALE - NFILE)r 0 ACCtLLPATION OF GATY. -IG ) .8400.3_ - - - --- = - --- ---- UOIF PEP 'NUA (JDOF)
',EJ*,E;TPY PLOTS (IGEOMP 0
PLTVIWSLETR-- -P-w -.- 0 - -1 -~ - - -- ------ - -- 7
--- MATERIAL--- MOUULUS POISSONS Si1EAtR COEFFICIENT DAMPING NUM)3ER NA,-*,E OF ELASTICITY RATIO -- -MO U UENSITY - OF THERMAL. -CEFIIN
------ ------ -----. R-_ _EI/------- EXPAN4SION___
NA(L I CS 250 F 2.t5OE0 _____ALPH1ALPH-------------------. -- ----- -. 2.7
5oooE.07. 3.000000E-o1 .05965E. -0 -0.-0
MArL 2- SS 400 F 2.6 6 0 000E+ o? 3.000000E-Ol .201.7- -0. -0. -0._
2.600U0OE 07 3.O00000E-01 0. _ _
M4AI, 3 CS 400 F 2.700000E-07 3.OOOOOOE-01 1.03846 E+07 -0. -0. -0.
- 2.7 0 0 000E+07 -. 3.OIJOOOOF-01-0
Page 204
**NUiJAL COONOTINATE TABLE00
'SNODE Al X2Q
.NVUES -- A. . 0.. - 0. -.600E0 . O NuJJES 2 0. .3275000E*02 .332ISOOE.0J.
NJUE 5 4. 0. .3327500E.03 - ... ',.ES.. . 5 0. - .2369000E-02 ,, .3327S5003
'qJS6 0. -.3275000E.02 .3.i27500E+03 - ---
l* U'.J1 E . S 7 -0. - ... 0. . .. *JIOSOOOE-03 I
;4-E58 0. 0. .3008OO03
E- 5i~ 10 .19930U' L.O2 .1993000E+02 *26688O0E.03 NL; ES 1,__ -.....~l.. .- .- . - .2868 0 0 E. - 0. . . 3---.. . .. ..
S12 0. . 27edd00E.03 r~'joE S ... . 13 G. . .32000OOE-02 .. .045000E 03........
NQ.ES 14 0. . 32000OUE-02 .20-)600t.03
.I Z..0._ .. _ S000E.25E-02. .2 .2095uE+0J___ __ ____ __ _______________
113F l 0. 0. .20IJ500E.03 . 11 17 0.. -. 2250000E.02.. OL095605L-03 - . .. . . .
..'s19 0. -.3200000E*02 .2045boo0L.03 NuE .....19. 0. . ._-.3200000E*.__ .2045000E.03
* tuJES 20 ..3200000E*02 0 * 0'.5000E*03
N.js22 .225000.JE.02 0. .4095600E-03 N~1~ JOE 23 - --- -.225000eE-02 0.- __..095600E-03
'Nj - E S 2!. -.3200060E-02 0. .20956001:-03 -vj52 5 .-.J2(oo0u0.02 0- .. .2045000E*03
''~ JuuES 26 0. 0: .1301900E-03
N.JOES 28 .25460O0E.02 -.2546000E+02 .,.213000E-02 '40-.ES ... 29 ... ~.-93000E-02 -. 1993CO0E.0g.. .42130O0E*Oe N uES 30 0. 0. .,+k 1 3
0 0 E 02
I-___S ____3_3. _-.0 . __...-.-..a769000Et02 .-4l3o0IF.02.-.---__ ___ _________________
NU. E S 34 0. -. 32000GOE.02 *4.2i3000E-02
NuuES . .3-5 0. 0. 0. N.,VES........37 0. 0. .22638100E-03
N- 'ES3 '1 0. .*1983800FZ.03
N'joES 40 -. 3200000E.02 0 .2872500E>0j -- . N~S ~ '........0. -2769000E*02 _.820E0
N L) ES 5 42 0. -.3200000E.02 .28725ooI:--OJ
MAXIM.UM ALLO'AABLE NODE NUM4BER BY ANALYSIS TYPE------ STAR. STATIC. 2 50 0 ..- ____
STAR HMR 16o6 . ..----- ,STAR INV.ITER. 1300
STAR JBSTUCT. 2500 16ubDYRE I _______
DO('!4E 2 1300 L) .,?E 3 30U
flo4.E 4 6~ (Ypj4E S 130U
LARGEST NOO tU~l'WE t'JDED IN T I t MODEL 42
Page 205
L)Y' 4 E 3 300u
DYNRE 5 1 30' - ...
LARGEST NODE tNUMACH CODED I N IHlb MODEL 42
--- tT TA9LE mEAiE4N' 4HESIC,
7I
I . ~ .. :-. ..--- . .-..- . ..... . -.-...-.---.-..- . - _ _ ...-. . . . . . . . . . . . . .------- I
Page 206
0.NUDAL kESIRAINT TABLE - - --..---.---.-- _ __ .
140DE xi A2 X(3 A4. 35 3(6
- E>Tg AINTS , 3 . 1 1 . 1
1- I__ RA 1 *S I1
k fA rTS32 1 1 0 1 1 1 - _ _ _ _ _ _
dE:>(AINTS 420 1 0 111
_ _ - ~ ~ ~ ~ ~ ~ ~ -- ------------ --- - . . L L
Page 207
0* NP~UT NODAL WEIGHT TABLE00
NODE d 1 5W
W~E 164TS I *51410E*04 .51310E+04 .513I0E.O' 0. 0. 0. -. :I."TS 7. .__ ._. __ *6101lOE.04 -- _60 0 4 .6 0 0 -4 0 0.-.0 - -0
WE i HT S 8 .382i?0E.04 .38220E.04 *3d2 E-04 0. 0. 0. ~~LI'niT.5___E_ 047E0 . . - 0 04 .9792E-04 U. 0... _ 0. ___ ___
o- IuTS 16 .12et2E.05 .122,32E-05 .12252E-05 0. 00.
.A:1..J1TS. ~ 26 . .10:i3E.Ob. .10593E-05 . 10593E.05 0. _ _ 0. .... 0. . ~
.El .,TS 27 *72ouOE.04 .72860OE.04 .7486OE.O04 0. 0. 0.
WE I TS........35..... ....',o?OE.04. .40010E.04 .4*UO7OE.04 0. __ 0. . 0. WEIHTS 36 .200dOE-04 .20080E-04 *2(i0dOEU04 0. (3. 0.
f N.60,0"-E-05 *6099SDL>05 *bu999E'05 0. 0. 0.
~4tAT TABL ~EADE~0* PIPEG - . -- . ---- - --- -----..- .--..
Page 208
8o tEAP4 hCTI ON PRcO PENTY I AaLE . . .
SiPPORI= A J12 13S2SF - . UP4002. Ka ~ H3 . . CTORS. . .... SSF& - S73.DS WGHT
Hpoj co T RADIUS FLEX LA LIIO DENS DIST WG.HT R OFFA - OFA __ A ZOFFA XUFFO YOFFW ZOFrR
SYA SASY4 -- SZi SYC SZC
1 ~poopl 5.OOOQOOE.O2 4.OOOOOOE.O5 2.OOOOOOE*O5 2.OOOOOOE.OS 1.o00ob0EIbo I.ooooooE~OO 7 ti'j-I 1 . 3.4290 0 JE - 1 7.320 00OE +O 0... -1 .176000OE -03 .0 70T0UOE -O2 3.380000E-O1, 6.620000E-01 - .
a spp.OPI 9.000000E.00 1.6ts6OOOE*OO 1.080000E.02 4.2i2OoQOE-01 0. 8.330000E-O1 -.-- I 609CP2 .. . .000~C0O . 1.0u000E#00 1.000000E-00 ., 1.OOOOUOE*00 -. 1.000000E+00 -0. 7' b PPCP2 9.9250COE.00 r.500OUE.00 8.75OOUOE-O1 1.0000O0E.00 1.OOOOOOE.00 -0.
A- __wI?- - -P.UOOE0-.3.,0DC01--(500 0- 1.0COOO E00. ; 9,000E too-.- - ------ 0___________ 2 td iIe,P3 4.b75OOE.01 1.25o000E.00 -0. -0. -0. -0.
3.--.-- .d"Copi ...125O0.1. .3u00u0E-0i -0... ... .7-00 . . --.- 0............__- . .
4 bPkGP3 4.5000!:01 5.0ooO0oE-C1 -0. -0. -0. -0.
6.sPR0 1oooo 5.O000i0E.01-0. j-0..- -0.... .- 0.________________
- 9.6.P.R. . . ... .. 0-- . .. 0 .-- . . . . . . . . . .. . -. . . . . -- .
- ---------
Page 209
B0 EAM CONNECTIVITY aLt 000
NO JA J8 JC MAIL UPR PIN NZ/ H3/ LENGTH AREA -41;2 1 3 s Z SF3 - NO. NO .CODE 01). T
.4 2 3 200004.675E.01 1.250Ej.Oo 2.B2btE.01 1.787E*02 9.25SE.04 4
.627E-04 4.627E404 .511 .511 PZ'LG 2 3 -6 0001.7E6 .0E 4 .969E*02 .9E0248E2- 51 I- _ ' G__ -I _j4 4 - I 00000U 1.000F-00 -00B.0 -015,0 Z.85*2.1 01........
i,.MG~. __ 1, 0~ 0ouo 0. E.. _2369E.0 O OZ0 .4.000E.05 ?.00E05 2.000E-05 1.000 __1.000 ___ 4 4 J6OoooO .0ooE.0 1.Ooo .oo 2.369E-01 --.5OOOE.0,2 4.OOOE*05 2.600E-05 2.00E-0.5 1. 0 00 1-I. 000 o __ ~l'. 0 3 2000 .275E*01 3.300E-0 9.060E*00 1.288E-01 4
.969E.02 2.4aSE+02 2.465E-02 .511 .511 PILG 6 4 7 0 3 00004.67bE.01 J.2t~0E~o3 2,225E.ol 1.787E*02 9.25SE.04 4.627E-04 4.621E-04 - .511 -.511 1 7 9 2 0 1_4 000000 4.500E-01 5.000t:-01 9.620E+0U 6
.990E-01 3.461E-04 1.730E-04, 1.730E-04 .499 .499 -': 8 11 LO 1 5 000000 5-600E'01 b.2Z)UE-01 1.400E.01 1-081E-02 8.336E.04 4.168E-04 4..'6SE.04 .499 99 0--__ 0 9 6 1__ 0000,00 1.600E..01 5.OOOE-oi 7.d?10.oo 2.1,350.01 1.464E-03 7.319E-02 7. 3 1 9E 02 .515 .515 ____ 00A. 10 10 11 1'a 1 f 000000 '1 .CE00 E 1.0000.00 2.819E.01 S.00OE-02 4.000E-65 2
.OOOjE-05 ? .00E05 -I-ooo--y o-'?''G 1 11 -- 12 20 - COOOO 5.booO*O1 616.2t~oL-0j 1-400E-01 1.087E-02 8.336E.04 4.168E.04 4:168E-(,4 .499 .'49q I-3 12 12 37 20 1 4 000000 4.500E-01 5.0o0-01 4.6500.01 6.99oF.01 3.461E.04 1.730E-04 1.730F04 .499 .499 *E; 13 ~13.14 _36 1 000000 1.0000.oO I-OOOE-00 S.Ot'0E.00 S.0000.02 4.00.0-5 2.0000.oS 2.0000.05 1.000 1.000 t:LA IG 14 15 j4 36 1 7 000000 9.925E-00 7.5000.00 9.500E-00 3.429E-01 7-320E-00 1.17(6E-03 8.070E.02 .33R .662 9EA- * 16 16 1 0 0000 0. 1.000E.0 1 .o00o-00 2.2' -1. .5.0OOE -004ooo 5 2-OOOE-05 2.0300.05 1.003 __1.000 1E 5. 17 1 67 7 3 000000 1. OoE-06 . 0000.00 2.etOE -61 5-0 100+02 '4 .00E-05 .oo Fo 5~o 2.000E.05 1-l.0o0o . o a 17 ?-10 36 0 0 0000 9.923F00 7.50u-00 9.500E-00 3.4290.01 7.3?0E-00 1.176E-03 8.0100.-02 .3331 .66,? 04G 18 19 18 36 1 ooooj l.0oOE-;o 1.000L.Oo0 5.oboE0oU 5.0000*o2 4-OOOE05 2.OOOE.05 2.fmoE-0S 1.-000 1. 000 : E A-1C 19 20 .21 .J6 .. .0c000 1.000.00a 1.000E.00 5.060E.00 5.OOOE.02 4.0000.05 2.00('E.05 2.0000.oS.1 .000 .1.000 tIAIG 20 22 i!1 36 1 7 000000 9.92SE00 7.1OOE-00 9.' 'uF.0Oo* 3.429E-01 1.320E-00 I.17bE.03 8.0700.02- .338 .'
000010UE0 100E0 .SE+l5.000F02 e4.OooE+05 2.0000.05 2.0001>05 1.00 1.2 ___ d-G 22 16 23 36 1 1 006030 1.000E.Oo 1.000E00 2.2!>00.01 5.6ooEsu2 '.00oE*0to 2.0000.05 2.0000.05 1--.000o-- 1.000 jE~G 23 23 24 -36 1 . 7 000000 9.925E-00 7.500E.00 9.5000'o0 3.429E+01 7.320E#00 1.1760.03 8..0700.02 .338 :b62 6EtAG 24 25 24 J6 1 1000000 V.000.u 1.0000.oO S.0taOE.00 5.0OOOE02 4.0000.05 L .O0ooS0 2.0000.0 1.000 1.000 25 .30 - 26 0 -. 1 OO0000 4.500E'01 5.000E0 6.t8190.169900 3.461E.04 1.730F-04. 1.730F-04 .499 _.9 * PI.LG 26 26 2? 20 1 4. OOOOOU 4.500E01 5.0000-01 7.4060.1690.1341'4170.4170~4 .9 .49r4 - 7 3 0 5 oocOoU. 5.600E.-Of-6.250E-01 1.4000.0l1. .087E!02 .8.36F..04 4.16SE.04 .4.1(68F.04 .4Q~9 .47q ~1,rG 20 29 23 :36 1 6 000000 1.600E.01 5.OO'JE-01 7.813,0.E+00 L2.435E-O1 1.464E:.03 7.319E-02 7.319E.02 .515 ii 0AI, 2 29 3 36 1 000000oo I-OOOE-05 1.000E.00 2.111' E+Ol 5.oooE.02 4.0000.05 2-0OO0.05 2.00OE-05 1.000 .1.0o0
dA G 30 30 31 36 1 OOOOOU 1.000E-00 1.OO00O 2.7b9E*Ul 5.O000.02 4.000E.05 j!.0000.i 2.000F-05 1.000 1.00o aE-.'G .31 .31 32 .36 1 000000 6.00f00.00 3.7',0L-Ol 4.-410E.00 9.0000.00 1.69,AE-00 1.080E.02 4.22UE-0I 0.000 A 33 U 0~6 32 30 33 36 1 1000000 I.0000.00 1.000E.00 2.109E.01 5.00o0.o02 4.000E+ 5 2.0000.05 2.OOOE.05 1 .000 1 .000 EA".-3 -3 3 ] 3 4 -J 6 W...~.000 .o0o .T0-1~:1E0 .00o .8~~ 0 100.2420-1.0 _.3
I-LG 3 4 3 0 36 20 1 4 0 0 0 . 0 . 1 b 2 0 - o 1 4 0L 0 1 . 8 7 0 .02 8 3 3 6 E 0 4 4 .16 2 C .04 4 .16 9 0 .0 4 .4 9 9 .4 9 9 U~.3 3 3 6 2 00000 4.500E-01 5.0000-01 2.813E-01 6.990E-01 3.461E-04 1.730E.04 1.730E-04 -. 499 .4- 9-Ir'rG 26 37 165 L0o 9 000000 4.600E.01 1.0000.00 1.602E-01 1.414E-02 7.160E.04 3.58OZ>04 3.580E-04 -. 507 .507 £-.3.37 16.. 38 20 1. 9 oOU 00 4.bOOE-UlI 1OOOE.00 1.118E.01 1.414F.02 7.160E*04 3.580.04 3.560E:.04 .. 507 i07_ G-' 38 11 39 36 1 1 000000 1.00oO 0o 1.00'1E00 2?9.I5.0000.02 4.0000.05 2-OOOE-05 2.GOoE-05 '1.000 i.000 4 I 1 J6 1 1000000 1.OoUE>o 1.O0oE.Oo 2.t169E*01 5.0000.02 4.OOOE*05 2
.000OL#05 2.000E-05 1.000 1.000 '3 G 4j 411 42 36 6 000000 6.000f.+00 3.7SOE-0I 4.jIoE*00 9.0000.00 1.638E00 1.080E.02 4.2200-01 0.000 .1333 j
_ _ _ _ _ _ _ _ _ _ . . . . . .. . . . .
Page 210
8 AE-AM 0A TA T A )L E 2 -. . ~ ~L~0W LEXIBILI TY. EL83'w aEA4 XZ-OIR.COSINES __
No WJEIGH1T CTURS . SSF2 SSF3 RADIUS FACTOR~ ANGLE xi X2 X3
X'G 1 0. 2.337E-01 1.999E-00 1.9v9E*00 0. 0. 0. 1.000E-00 0. 0. Pi'-r.G -2-. 0. 6.375E.00-1.999E.00 1.999E+00 0. 0. 0. 0. -0. -- 1.OOOE#00
EAME A 3 0. 1.O0iiE*00 1.000E-00 1.O0OE-00 0. 0. 0. 0. 0. -1.O00E-00 d.M. ~ - -- ..... A .00 i00 . Q0..AOo-..00L..O.0. ~ . .....0,*.__ 0 - - -0 1. 1. 0 0 0 E 00.. ._
PIrLeG 5 0. 6.375E-00 1.999E-00 1.999E-00 0. 0.0'.0.-. E0O
le E -3 6 0..-- 2.337E.01 1.991E.00 1.999E+00 0. 0. 0.1OO.0 0. 0. PIlL6 7 0. 2.2SiOE.01 2.0ouE*00 2.OOOE.00 0. 0. 0. 1.OOOE.O0 0. 0.
P 1 8- 0.-. 2.'i0OE.01 if.OOOE.OO . 2.OO00000 0. - -. 0. 0 - 1.O0OE.00 0. -. 0. P, t, 9 0. 8.000E.00 I.q)9,IE.00 1.994EL.00 0. 0. 0. 0. 0. -1.OOOEO00
- ' P ..__ 1.OUE0'..1.00IOE-u0 - 1.000E"-0 0. -__ .OO.000i 11 0. 2.'-10)E.0k 2.000F-0O 2.OO00 0. 0. 0. 1.OOOE.00 0. 0.
r' 12 -O. 2.25UOE-ol 2.OOOE.00 ?.0001.-00 0. ---. 0. _ 0. 1.O0OE.00. 0. 0. -
~-~ 13 0. I.OC0E.00 1.OO0t000 1.00OE.00 0. 0. 0. 0. -1.OOOE#00 0. 'S A4 .. 0. ... 8.75OF.-01 1.000E-0-0 1.OO0E-00 0. ___ 0. ____ 0.......0. . 0. -1.OOOEo00 -AG 15 0. 1.00CE.Oo 1.0001>00 1.000E-00 0. 0. 0. 0. 0. -1.000E-00
- I~. 6 D.~ 1.00(01>00. I.00OL-00 . I .OOOE+00, . ____0~ 0. -0. ------ -I.OOOE.00.____ ~G 17 0. 8.731,-01 1.Oo0E-00 I.O0uE-00 0. 0. 0. 0. 0. -I.oooE-oa
0.I~,uEoo1ooE-0I.UU-0 .0. .0. 1.OOOE.00 0. *3,' 19 0. .. .1.OlUE.00 1.O0uL-00 1.OU0E+00 0........ 0. -.0E0 .0
20 0. 8 .75 E-01 1.00UE.O0 1.000C.00 0. -__ 0. . ---- 0., __00E0
0._0 -1.300OE-00 lA G 21 0. 1.OCoE*00 1.0ouE-0O 1.OOOE.00 0. 0. 0. --.OE0
G____-. 8.70E-ol .. '00 00 I.UE.00 0. 0. 0. 0.- 0. -1.OO00 _________
t Ai 23 0. 75u I.OOOE* 0O0 1.000E+000. 0. 0. 0. -1.000E+0 000 PlEA'4G 25 0. -. .000E*01 i.OCOE*00 .. 000100 0. - -0. - 0. ___1.000E+00 0. _ 0.--------__
P I.- .C 25 0. 2.25%'Eo0 2.00(if.0O 2.OOOJE-00 0., 0. .. 0000 0. 0.
1,t G 27 0. 2.80uE-o1 2.0001>00 2.000E#00 0. 0. 0. 1-000E.00 0. 0. ~~~~~~o E o. -1E 0.999E*00<--I.9149E.00-~0., - ____ __ 00 -1.0 0 E o ________
6 AG 29 0. 1.003E.00 1.0.OFuE00 I.OVOE.00 0. 0. 0. 0. .0. 1.O00 S30. .0. 1.00J)E-00 1.(0oUE.00 I.003E+00 -0. 0. __ _ 0. _ _ .01.0OOE:00 ___
.E GC 31 0. 7.59Ut.-ul 1.0011>00 I.oout<.00 0. 0. U. 0. 0. -1.000E-00 .3 -' 32 -0. 1.000E-o0 1.0OuE.0 1.000E-00 U. -- - 0. 0. - 0. 0. -1.OOOE-00
OL~AMC 33 0. 7.50CE-(,1 1.00OE-00 1.OO0E-00 0. 0. 0. 0. 0. -1.0OOE-00 ?__ I - - 2.rBOE.01- .. 003E 00-2.000 00 0-... -.... ____ . ______.OOOE.00.0.-0.. _____0.. ________
PI~ 2r.r 5 0. 2.250OE.01 2.00UE>00 2.000E+00 0. 0. 0. 1.0001>00 0. 0. p.. je','-G . 6 0. - 2.300E.01 I.949L .00 1.999E.00 0. 0. 0. I.OOUE.(o0 0 . 0.
P ItG 37 0. 2.30OC.01 1.999iE.00 1.99,iE.00 0. 0. 0. 1.000F.00 0. 0. AI6 9----- -1OODE-00 i.OOUE*00 I.000OE.00 0. 0 o 0. - -. J36E-0 0 . -.9E
6E Au 39 0. 7.500E-01 I . O0OE - 0 I.00tiE.00 0. 0. 0. 0. 0. -1.000E-00 -z~v G.-4OQLIE..0-.-.OOUEI00 l-0..A-.OO00 - 0. 0 .... ... .. 0 .1. 3 -. 99-9LE __-_0__1
d I 41 0. 7.900E-01 I .0 0 U E*0U 1.0JOOE+00 0. 0. 0. 0. 0. -1.0O00E-00
*0NOT [CE* a DJEFAULT LOCATIONS FUq STR~ESS PopiTS ki AND C
D. tAY.-E-.dEEN. CriANGEDJ.ROM TtOSE .t!4' PAGE.. 61-120 - TO.-~_______
0 (h120 FOR 8 AND (0.113/2) FORL C. FOR PIPES* . . . . . . . . . . . . . . . . . .
IS1EJ''fA f 2AN 3
Page 211
0 E A M A TAd
_----.--.-j-SENI. OFSLYS_ .. HQMki NUE SA..6LAL)._ -~USE R--$PE CIFIED STRESS LOCAT IONS (ELEMENT)
-- OFSET AT, A ENU - - OFFSET AT 8 END - POINT' A'---- POINT 0 - - POINr' C
PI-___o . . . . ... ._0 , - ._ .0. 2 _ .337E-01 0..0..4E0 PljcG 2 0 0. 0. 0. 0. 0. 0. 0. 6,375E600 0.,0 6 33E.00
~~G 4 0. 0. . .. 0. 0. 0. 0. 0. 5.0001l-01 0. 0. 5OOE-01 I . ~ .. PI.G 5 0.--------.. 0. 0. -- 0. .0 0..__ 0. __ 6.375E.00 0.......0. __ 6.E.o0
6 0. 0. 0. 0. - . 0. 0. .. 0. 2.337E-01 0. 0. 2.34E-01 G 7 0. 0..._ 0. 0. 0-(. -0. 0. 0.. 2.3371.01 0. 0. 2.2tif1.0 1
a 0. 0. 0 0. .0. 0. 0. 0. 2.800E-01 0. 0. 2.80E-01 ____.6.. . 0.Q 0__ 0. 0. E,____ 8.01 0. 0. 4,00__'3OE.O _______
_-*' ID 0. U. 0. 0'. 0. 0. 0. 0. 5.UUOE-01 00.5-OOE-01 _.'I~cG . .11 0. -- _0 __.......0 __0. . _0. 0. _ __0. __ .2.800E-01 0.: 0 . 2.-IE0
;',,r G 12 0. U. 0. . 0. 0. 0. 0. 0. 2.23.>E.01 0. 0. . iEo 13- - * A3, 9.0 - 0 0. 0.- 0. .___ 0. 5. OE 1-0 1 0. _ __ 0. S-OOF-01
-,_ 14 C. 0. 0. 0. 0. 0. 0. 0. 4.93E-100 0. 0. 3.75E.00 o...... .c...... 0 0. . U.0. _ _5.o001-01 .0._ 0 5.00E-01 _____
3 1A 0. . 0. 0. 0. 0. 0. 0. 5.0001-01 0. 0). 5.001-01 -- Ii .50 - 1- . 0. . . .0. - 0.. .0. 0. 0. 4:963E-00 0. 0.- 3.75E.0f
6- G 1ig 0. . 0. 0. 0. 0. 0. 0. 5.0301-01 0. 0. 5.001-01 ::- .19 0. . .0 . o- . 0._. 0.. -- 0. 0., _0 5.000E-01 0. 0. 9.00E-01 __
-2E-.V5 20 n~. 0. 0. 0. 0. 0. 0. 0. 4.963E-00 0. 0. 3.75E-00 "71 ._____0 ____0 . ~ .0 _____0 ~ .____ 0. _ __5.000E-0 1 0. - -___ 0._ _ __S________
-3> G 2 0. -U 0: 0. 0. 0. 0. 0.........S.OE-01 0. 0:..~CO 0. . 23 0 _-.0 o . 0 4.963E-00 0. 0. 3.75E.00
'~24 0. 0. 0. 0. 0. 0. 0. 0. 5.0001-01 0. 0. .5.001-01 P I G 2-, 0. . 0. 0. _ _ 0. __ 0.- - 0. 0. _ 0. 2.250F-01 0. 0. 2.25E-01
C1 25 C. U. 0. 0. 0. 0. 0.0. 2.250E-01 0. 0. 2.25E-01
P. G___ 800 . .0 2.qOE-l _______ ~I-'G 2R 0 0. 0. 0. 0. 0. 0. 0. 8.0001.00 0. 0. 8.0-)E-00 ~AG 214 c.. 0. 0 . - 0. __ 0. 0.- 0. 0. 5.0001-01 0. _ 0. __ 5.001-01 .3E-''G 30 0. 0. 0. 0. 0. 0.0. 0. 5.0001-01 0. 0. S0E1
E . ,3 31 0. - 0. -0. 0. _ _ 0. - 0.. 0. 3.00EQ.00 0. _ 0. 83E0 .3A 3? 0. 0. 0. 0. 0. 0. 0. 0. 5.0001-01 0. 0. .00-01
_____..0.______ .0.._____ 0 ____ 0..~ .0, ... 3.UOEQ0.-0.____0 __ Id1 GI~L 34 0. U. 0. U. 0. 0. 0. 0. 2.810E-01 0. 0. 2.80C-01
PI'rG 35 0. 0. 0. 0. 0. 0. .. 0.............2_2 iE.01 0. __ 0. __ 2.25E-01 Pi-LG 36 A. - 0. 0. 0. - 0. 0. 0. 0. 2.3001*01 0. 0. 2.30E-01
p I -.G 37 (1.------0. -U. - 0. . 0.-_ 0. 0. . 0. 2.300E.01 0. 0 . 2. 3 0E 0 1
330.0_ 0. . , 0 _ __ _ 0.. ____.0. _____3.000E*000 - -8.E-0___
6Ek G 43 0. 0. 0. 0. 0. 0. 0. 0. 5.0O0E-01 0. 0. S.OOE-01l
Q0.~LAT TA9LE HEADER*.*- CLND4O
AAAAKXX(XXAXAAXAX LNO OF tEOMEfRY DATA XXAAAXAXAXAxAXX.
Page 212
0*o FINAL UWEI'HT SUMMARY *o_ - -- --. .. (INCLUUOS LLEMENT AND N)ALWEI TS .
77 kmT .51.71:: E;L7.- 530*4 .-.-.57;:Q E 404 0. 0.- y W ~ - ~.6 .- .-.
WE oq 7. l d E 0 . 10 0 04 . 1 8 E 0 0. 0. -
-FjfT _ .3'7~ -0 . ? ~~ E . - *722160E04 ... U .7 N60. 0. 0. 'OE ~0. 0 WEIU.4TS 12 .970iQE a04 .9070E:04 .9427E40'. 0. 0. 0.
I -E,"T 2 6 . - * 9c'E.O4 . .0590E.0's .10593OE-05 0. .0. - - 0 f ~ ~ ~ W I j:.Ai l _ _ __ Z__ - -. .. * 670' 9E - . 0 . 7286~ 00 .760t -04 0O . 0.__ _ 0. _ _ _ __ _ _ _ _ _ __ _ _ _
- - -. ~CENTE R OF (.RAVIT.y dASEO UN X1 WEIkiHTS ONLY. *.----- ---..-- -- -----. (WE I GiTS I N NN-GLOHAL 0 1c.CrL; 114 WILL I NVAL IDATE IL SUL TS5).-
Al =0.
A3 = .197-3o62o6E,~,3 -------- ---- -- ___ _ __________
CENTER OF GRwAVITY .4ASED UN Q WEIu'ITS_ ONLY ---- . (WEIGHTS IN NON-GLOBAL DI.LLCIJONS WILL INVALiOATE.RESJLJSI _. ~
A2 = 0.
-- . .~ .CE'JTER -F _GRAVI TY .1ASED ON 13 WE IONTS. ONL.Y. .. . . . . .- . - .-. .- .- -- _ (wEIGHTS IN NUr4-(L04AL DIRECTIU14S WILL INVALIDATE RESULTS)-4
Al= 0.
0.4 A3 .1736626E*.
Page 213
4
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