NSD-NRC-96-4732, Provides Design Info on Shield Bldg Roof for Use in Independent Analyses Being Performed by Ames Lab
| ML20112E467 | |
| Person / Time | |
|---|---|
| Site: | 05200003 |
| Issue date: | 05/30/1996 |
| From: | Mcintyre B WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP. |
| To: | Quay T NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| References | |
| NSD-NRC-96-4732, NUDOCS 9606060099 | |
| Download: ML20112E467 (106) | |
Text
__
09_
l Westinghouse Energy Systems sm 355 l
Electric Corporation Pittsburgh Pennsylvania 15230 0355 I
NSD-NRC-96-4732 DCP/NRC0522 Docket No.: STN-52-003 i
l May 30,1996 l
Document Control Desk l
U.S. Nuclear Regulatory Commission l
Washington, D.C. 20555 ATTENTION:
T.R. QUAY
SUBJECT:
DESIGN INFORMATION ON SHIELD BUILDING ROOF l
References:
1)
NRC letter from Diane Jackson, dated 3/21/96, "Sununary of Meeting to l
Discuss Westinghouse AP600 Shield Building Roof Structures"
Dear Mr. Quay:
l This letter provides design information on the shield building roof for use in the independent analyses l
being performed by Ames Lab. This information was requested during the meeting in Pittsburgh on March 7,1996 ( Reference 1). The questions and request for infonnation and responses are provided below.
1.
Ilow is concrete cracking considered in the thermal analysis? Also, provide justification for the adequacy of the methods used.
l
Response
Thermal analyses are performed on a finite element model using uncracked section properties.
l Thermal loads include both the average temperature change as well as the gradient across the section.
Member forces from these analyses are reduced by a factor of 0.5 for use in the design evaluation to reflect the stiffness reduction due to cracking of the concrete.
l 2.
What is the correspondence between the numbered. sections in the shield building roof section i
illustrated in Attaclunent 2 of the NRC meeting summary dated March 21 and the sections in the ANSALDO analysis Tables 72 to 76 in the Westinghouse presentation material?
Response
Member forces are reported in the meeting handout at the nodes (sections) shown in the figure. These results at the node are averaged with respect to the elements interfacing at the node, as described in attachment I taken from the GTSTRUDL users manual.
272A
/(
000023 00 f 9606060099 960530 PDR ADOCK 05200003 l
l A
PDR I
NSD-NRC-%-4732 DCP/NRC0522 May 30,1996 3.
What are the masses of the passive containment cooling system (PCS) valve room and stair enclosure and their center of gravity locations?
Response
, provides dead and seismic reactions for the valve room (pages 1-4), stair enclosure (pages 5-8) and air baffle upper ring (pages 9-32). For each structure, the i
l attachment includes a figure showing the location of support points, a table of the support coordinates, and tables of dead and seismic reactions. For the air baffle upper support ring reactions are given in both the global coordinate system as well as in cylindrical coordinates.
4.
Provide the loads for the shield building roof structure including the digitized six-degrees-of freedom (three translational and three rotational) raw (without peak broadening) floor response spectra at elevation 180 ft. corresponding to all design site conditions for the input loads of the staff's confirmatory analysis.
Response
l a)
Design loads are given in Attachment 3. Hydro. static loads are defined in Appendix'1, l'
snow loads in Appendix 2, wind loads in Appendix 3, and thermal loads in Appendix l
S.
L b)
Attaciunent 4 provides the following seismic inputs:
o The raw response spectra for the four design soil cases and the enveloped and widened response spectra at nodes 3008, 3167, and 3197.
o Figure showing the location of the nodes. Node 3008 is at the center of mass and nodes 3167 and 3197 are at the north and west edges, respectively.
An explanation of the response spectra files represented by the hard copies of l
o the spectra.
o.
A listing of the response spectra electronic files.
Response spectra are provided for 2,3,4,5,7,10 and 20 percent damping.
Response spectra for 0.5 percent are not available. Rotational time histories are not available, but the magnitude of rocking can be estimated from the difference in vertical responses at the center of mass and edge nodes.
A copy of the electronic files of the raw, enveloped, and widened spectra is provided with the copy of this letter to L. Greimann.
(
i 2786A l
c
NSD-NRC-96-4732 DCP/NRC0522 May 30,1996 5.
The following questions were asked subsequent to Reference 1.
a.
Are there sufficient shear connectors to develop full composite action between the precast panel units and the second concrete pour of the shield building roof along the sloping surface?
b.
Are there sufficient shear connectors to develop full composite action between the precast panel units and the second concrete pour of the shield building roof along the vertical surface at the location of the tension ring, c.
Are there sufficient shear connectors to develop full composite action between the precast panel units and the second concrete pour of the shield building roof along the vertical surface at the location of the compression ring.
d.
What does the line just below the PCS water tank roof at elevation 307'-3" represent.
Respons:
The shear connectors on the sloping surface (item a) and vertical surface at the tension ring i
(item b) include adequate shear connectors to develop composite action. The vertical surface j
at the compression ring (item c) can also be assumed to be composite since there is a steel connection across the plane.
ltem d - The roof at elevation 307'3" is constructed using the steel tank liner as a form. The cross section shows radial steel members to support the concrete during placement.
This transmittal completes our response to Reference I and the subsequent questions and should complete the information required for the portion af the Final Safety Evaluation Report related to the shield building roof structure.
. If you have any questions on this information, please e.dl Richard Orr on 412-374-5924.
0.^-.
/$'
Brian A.ficIntyr, fa' nager to Advanced Plant Safety and Licensing
/nja Attachments cc:
L. Greimann, Ames Lab T. Cheng, NRC R. S. Orr, Westinghouse N. J. Liparulo, Westinghouse (w/o enclosures) 2786A
- -. ~....
29/03/96 19:05 ANSALDO S.P.A.
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- 412 374 5535 NO.636 D03 l
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USER'S MANUALS VOLUME 2 "s
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D 2.3.7 - 1 2.3.7 OutpJt and Interpretation of Computed Finite Element Results Two commands are available to output finite element computed results.
hey are the LIST. command described in Section 2.3 7.1, and the CALCULATE AVERAGE connand described in Section 2.3.T.2.
l 2.3.7.1 The LIST Command for finite Element R_esults l
The LIST oosmand is used to output the computed results for problems d ich contain finite elements or a combination of members and i
finite elements.
Member results (forces, distortions,' stresses, etc.)
and joint displacements and resetions are output using the standard j
options' of the LIST command as described in Section 2.1.14 The additional options of the LIST command for the output of finite element l
l results are as follows:
TRESSES 3.uAINs 1
M <
PRINCIPAL STRESSES f (component speos) l PRINCIPAL STRAIN 5 f
M MENT FORCES i
where j
fg (active and inactive) (MENTSh>
comporient specs = /
M MENTS list j;
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-+ ACTIVE
==+IN ACTIVE > )
activo and insotive s }
(M q INACTIVE ACTIVE i
I (Rev. D. 3/81) 1 I
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2.3.7 - 2 2e results output using this conmand are located at difforent points depending on the element type (CSTG, g, etc.), some elements output the result at all nodes of the element, others at only the corner nodes, and a few elements output the results only at the centroid of the element.
S e output location of each result for the various elements is t
indicated in the GTSTRUDL element library presented in Table 2.3.12 PRINCIPAL STRESSES and PRINCIPAL STRAINS are available for the PiANE STRESS / STRAIN elements only using the LIST cosmand.
Interpretation of Results he STRESSES, STRAINS, PRINCIPAL S'IRESSES, PRINCIPAL $3AINS, and ELEMENT F3RCE5 output using the LIST cosnand are element type dependent.
he reference frame for the results is 'also dependent on the type of
- element, two-dimensional ( FIANE SMESS/SH AIN, AKISYP99"132C, 53ESS, FIATE BENDING, FIATE) or three-dimensional (MIDIPENSIONAL).
He reference frame for all two-dimensional elements is the PLANAR element coordinati system.
We location of the PLANAR coordinate system is described in Section 2.3'.2.
he reference frems for all TRIDIMSNSIoNAL 1
element rirsuits is the GIosAL coordinate system.
~
FIATE BINDING Results l
l he PIATE BENDING element results are also output with respect to l
the PLAMAR coordinate system.
By using the LIST SMESSES form of the
- command, the moment resultants, foot, smr, and Poor, are output at the available locations on the elements.
me units of these resultants in l
the current active units are FORCE-LENGTM/LENGM.
For several plate bending elements, the transverse shear resultants, VXX and VW, are also output.
We units of these resultants in the current active units are l
FORCE /LENGM. We positive direction of the moment and shear resultanta l
on a unit area is shown in rig. 2.3.11(a).
Thel LIST 3DAINS form of the connand outputs the curvatures,
- foot, KW, and loof.
We positive directions of these curvatures are the same as for tse corresponding moment resultants.
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10:06 ANSALDO S.P.A. - DNU + 412 374 5535 NO.636 005 2.3.7 - 15 2.3.7.2 Average and unvelope of Results (he CALCULATE AvintAGE comunand)
In many instances, the user may note that elements incident on a common node have different stresses or stress resultants at the same node.
His is due to the fact that continuity of stresses is not enforced or required for the finite elements in or$TutupL, as is also true in all other major finite element programs.
Furthennere, the
{
stresses at a common node are different in sones of high stress gradients or stress concentrations.
One method of obtaining a more useful representation of the stresses without going to a finer mesh is to cog ute the weighted average of the stresses.
To compute the weighted average, OFSTRUDL sums the stresses for all elements incident on a given node, and then divides the. sua by the number of elements which are incident on the node.
However, in regions of high stress concentrations which are due to geometric or material discontinuities or highly cor.centrated loadings, this averaging procedure will ' smooth out' the stresses.
Se results may be inaccurate. if the stresses very ' considerably' between adjacent elements, in which case a finer mesh may be required.
Even though the quantity of output produced by the averaging of the results is greatly reduced when compared to the outpt from the LIST sntsSES command, a large amount of output may still be produced due to l
the number of active loadings.
In many analyses, the user would like to obtain. output which indicates the maximum and minimum of each result component for all the loadings and the loading which produced the maximum and minimum result component.
This output is often referred to as a result envelope and is also available in GTStWJDL.
R*v M s/13/91At3.5
't
29/03/96 10:07 RNSft.DO S. P. A.
- DMJ
- 412 374 5535 NO.636 DO6 l 2.3.7 - 16 The ccamand to perform this stress averaging and enveloping of
~
results as well as computing additional results is presented below:
- ' STRESS $$
ITRKINS M'NDLTANrs M NCIPAL STRE$$ES M NCIPAL M KINS CAI@ TATE AVERAGE MNCIPAL RBERANE (REStLTANr$)
M NCIPAL W DING (REEDLTANTS)
. M (MISES I s
((A
) ENVEEM E) -
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( FCR) i i
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,PIRERS ELENDrr lis l
. acrrztm,
l' Explanations This command will compute and automatically output the'specified averaged results for joints which are connected to elements provided in the element list.
For twow$imensional elements, the results will be with respect to the FIANAR system and the command assumes that all elements referenced are in the same PIANAR system.
For TRIDIMENSIONAL elements, the results will be with respect to the GLceAL system.
If the AN ENVE10PE option is used, an envelope of each averaged component (SXX, SW,. etc.) of the requested result will also be output.
The envelope output will contain the maximaan and minimum of each av-eraged cesponent for each joint and the loading which produced the
~
result.
If the DNEEDPE option without the word Alt is used, only the ENVEEME results will be output.
8/13/91/M3.5 Rev. M l
1 I
.. - - - ~... - -..-
~-. -. -..- - _
29/03/ %
19:97 ANSALDO S.P.A. - CNLI - 412 374 5535 NO.636
(;O7 2.3.7 - 19 s
will be ignored for those midside node joints. However, results for other elements contiected to midside nodes will be considered in the 3
averaging. Units of averaged stresses are 7tNLCE/LENCmf,
- 2) Strains - average strain results are available only for PIANE STRESS / STRAIN, AXIsvMenenIC $3ESS, and MIDIMENSIONAL elementa.
Se strains used in the averaging process are the same straina that are produced by the LIST ST3tAIN$ command for the element types 3
mentioned above.
For elemmts with aidside nodes but strains at only the corner nodes (tyrici, t.s?), the average results cannot be cesputed at the midside nodes and the element will be ignored for those midside node joints.
However, results for other elements 4
connected to the midside nodes will be considered in the averaging process. For elements which have strain results only at the element centroid (CS1tl, PSR) the centroidal strains will be used for all l
joints connected to the element.
- 3) Resultants - average resultants are available for all element types except AXISYpermIC SSESS and TRIDIMINSICDEL elements where the resultants are valid only for the middle surface specification. Se average resultants are computed using the average stresses:
T/3 NXX = f SXX ds
=T/3 T/3 uvY - f sw ds
=T/3 T/3 NXY = f SKY ds
=T/3 T/3 MMX = f a SXX ds
=T/3 T/3 MYY = f a SYY ds
=T/3 T/3 MKY = f a SKY ds
-T/2
'*** M 1
s/13/91/M3.5 s'
29/03/96 10t07 ANSALDO S.P.A.
- ID4J
- 412 374 5535 NO.636 (E0 4
i j
2.3.7 - 20 i
j where T is the thickness and a is measured from the middle surface of the two-dimensional elements to the extreme fibers with positive.
]
s in the same direction as positive 2,.
N positive orie$tation of NXX, NW, and NKY are the same as the positive orientation of 8xx, j
sW, and axY as shown in Fig. 2.3.ll(b) while the positive orien-j tation of Mxx, MYY, and NxY are shown in rig. 2.3.11(a).
i
{
The NXX, NW, and NKY resultants are often referred to as membrane resultants and are in units of FUICULINGTK.
These resultants may
}
be nonsero for PIANE STRESS /SSAIN and PIATE elements but are always i
sero for PEATE BI2 WING elements since these elements have no in-plane behavior. The MEK, NYY, and MKY resultants are referred to as bending resultants and are in units of FostCE-LENGTWLENGTN.
i These resultants may be nonsero for all two-dimensional elements except FEANE STRESS / STRAIN elements.
]!.
principal stresses are available for' all l
4)
Principal Stresses i
elements.
The principal stresses are ocaputed using the average j
stresses and therefore have the same restrictions.
The positive t
i stress sign convention and orientation are illustrated in rig.
i
~
I 2.3.12 for two-dimensional elements.'
1
- 5) Princlosi Strains - principal strains are available for all elements except FIATE and PEATE aENDING elements. The principal strains are computed using the average strains for these elements and therefore have the same restrictions..
The positive ' sign convention and orientation for the principal strains for two-dimensional elements
[
is shown in Fig. 2.3.12.
)
i l
Rev. M b 1/91/M3.5 e
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1 ATTACHMENT 2 SHIELD BUILDING ROOF FOOTPRINT DEAD AND SEISMIC LOADS l
\\
VALVE ROOM STAIR ENCLOSURE AIR BAFFLE UPPER RING l
l' l
l l
e
146 OD 141 136 131 il fGZ=y
.1
.1 90 s
123 103 Z
T y
100 80 95 85 90 45 35 i
I FIG.1 - VALVE ROOM - (constroints) 1996 b
gEMENTS N
GZ = -90
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. l 1/
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Al
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r I
i j
i FIG.1 - VALVE ROOM - (constroints) d
COORDINATES OF VALVE ROOM CONSTRAINED NODES UST SELECTED NODES IN THE RANGE 1 TO 403 BY 1 DSYS= 0 NODE X
Y Z
THXY THYZ THXZ 35 200.89 92.500 58.520
.00
.00
.00 i
45 200.89 -92.500 58.520
.00
.00
.00 80 176.18 175.83 122.67
.00
.00
.00 81 -5.0700 51.500 190.57
.00
.00
.00 85 200.89 92.500 122.67
.00
.00
.00 90 210.00 00000E+00 122.67
.00
.00
.00 91 -5.0700 -51.500 190.57
.00
.00
.00 95 200.89 -92.500 122.67
.00
.00
.00 100 176.18 -175.83 122.67
.00
.00
.00 103 79.160 135.65 196.20
.00
.00
.00 123 79.100 135.65 196.20
.00
.00
.00 l
126 17.800 95.400 269.73
.00
.00
.00 131 -5.0700 51.500 289.73
.00
.00
.00 l
I 136 00000E+00 00000E+00 269.73
.00
.00
.00 141 -5.0700 -51.500 269.73
.00
.00
.00 146 -17.860 -95.460 289.73
.00
.00
.00 1
5 b
NEW TITLE-FOAKE - VALVE ROOM - (D + L/4 load) c*" units: inchIb F sec c"* units dens:lb*sec^2/in*4
- "** REACTION FORCES ""* TIME = 00000E+00 LOAD STEP = 1 ITERATION-1 CUM.
ITER. = 1 NOTE REACTION FORCES ARE IN THE NODAL COORDINATE SYSTEM
~
NODE FX FY-FZ MX MY MZ 35 1487.05 104.625 45 1116.66 100.997 80 286.276 5.61119 2586.96 870.183 4706.14
-193.969 81 -962.481 1396.19 86 19.5253 13.3679 4380.96 91.3615 228.396 15.6336 90 1018.13 26.8213 6216.18 129.839 36461.5
.967925 91 -823.750
-2133.63 96 198.688 34.2824 0663.75 467.938 2427.96
-11.1988 100 17.4927 14.8619 3586.96 293.315 2352.37 49.5500 103 -424.129 426.460 6324.09 30700.6 15121.8
-4.90071 123 31.5447
-174.141 5864.45
-8980.83 4057.61 10.3272 126 -73.9716 18.1033 4806.04 27.6616 34.8447
-7.97575 131 271.530 102.621 4727.07 863.740
-5229.47 6.29992 j
136 35.0823 24.7514 5219.74 227.612 7436.72
.704408E41 141 162.139 74.6538 5488.66
-81.6350
-3189.23 6.62938 146 -50.7303 6.72540 5638.34 350.878
-801.242 1.09002 j
TOTAL 1276.10 375.942 61382.1 24327.9
-8118.58 144.329 i
i i
l j
3
i NEWTITLE= FOAME VALVE ROOM (Es)
POST DATA FILE 13 NAME=fle13.dat c*" load case 1 ###
s c*" REACTIONS 324 ELEMENTS (OF 324 DEFINED) SELECTED BY EALL COMMAND.
112 NODES (OF 112 DEFINED) SELECTED BY NALL COMMAND.
PRINT REACTION FORCES PER NODE
- "* POST 1 REACTION FORCE LISTING "*"
LOAD STEP 1 ITERATION =
1 SECTION= 1 FREQ= 1.0000 LOAD CASE = 1 THE FOLLOWING X,Y,2 FORCES ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 35 8804.3987 9898.9547 45 9111.5125 10161.035 80 10020.225 3933.1575 8816.9454 23481.716 81746.538 416.45923 81 2002.8893 7531.6768 85 2202.1935 532.50176 3612.7064 6759.8830 27431.938 31.187971 90 1190.6700 123.88313 6851.7322 2489.0306 93288.559 17.081115 91 1799.2946 5951.9457 95 3206.7998 456.89990 8597.2003 5976.4221 40025.005 62.617589 100 8542.2498 3755.8703 9151.1396 20752.943 80383.143 1213.4951 103 3667.2378 1883.2892 3022.5861 52082.464 37317.801 102.23692 123 3281.3823 2597.2954 2077.3011 159262.26 72386.836 100.45988 126 182.94626 219.87955 12783.683 4048.8114 5898.7734 85.439144 131 675.29335 111.00015 2664.5249 3680.3104 12829.742 29.887591 136 116.01254 298.55223 3387.4302 2721.2211 24817.810 1.7062719 141 815.09838 72.800390 5052.6897 3193.3241 15015.824 29.367915 146 110.89335 155.32932 9298.7939 3643.8045 4299.8420 108.97556 TOTAL 54129.007 47483.912 75316.742 288071.97 484419.81 2198.9142
48 ODES
~h T =,213.7 2 7 44 47 GZ=
46 Z
L*
FOAKE - ENCLOSURE - (D+L/4)
A 1
1996 1
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FOAKE - ENCLOSURE - (0+L/4) h
COORDINATES OF STAIRS ENCLOSURE CONSTRAINED NODES NEWTITLE-FOAKE ENCLOSURE-(D+L/4) s c*** unks: loch Ib C sec c"* unks dens: lb*sec^2/in^4 r
DISPLAY TITLE-FOAKE - ENCLOSURE - (D + L/4)
UST SELECTED NODES IN THE RANGE 1TO 63 BY 1 DSYS= 0 NODE X
Y Z
THXY THYZ THXZ 21 86.520 52.000 204.72
.00
.00
.00 22 86.520 143.52 268.68
.00
.00
.00 23 86.520 243.96 339.05
.00
.00.00 46 00000E+00 52.000 211.08
.00
.00
.00 47 00000E + 00 143.52 275.04
.00
.00
.00 48 00000E+00 234.80 339.05
.00
.00
.00 t
1 l
I i
l I
i
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NEW TITLE = FOAKE - ENCLOSURE (D+L/4) c*
c* REACTIONS c=
t, PRINT REACTION FORCES PER NODE
- " POST) REACTION FORCE USTING "*
LOAD STEP 1 ITERATION =
1 SECTION= 1 TIME =,.00000E + 00 LOAD CASE = 1 THE FOU.OWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 21 12.575280 10.967203 3906.2349
-4766.0962 253.08388 4.3519064 22 3.5167935
-47.857468 1918.7581 3645.6803 450.88908
-1.3616140 23.62193325 21.007652 1755.6500 1499.1287
-216.61067
.19539287 46.43558329 28.197451 3975.9727
-2904.3029 928.26723 4.2431041 j
47 14.629319
-30.560101 1921.7342
-2527.2442 933.24741
.46610675 48 1.2764047 18.255263 1743.6354 1477.7785
-94.686786 23353917 i
TOTAL 59556804E-11.14890844E48 15221.994 16819.231 1352.4320 6.3383588 1
NEWTITLE FOAKE ENCLOSURE (ES)
POST DATA FILE 13 NAME =me13.dat c"*
c"* REACTIONS S
c"*
PRINT MACTION FORCES PER NODE
- "" POST 1 REACTION FORCE USTING **"*
LOAD STEP.1 ITERATION =
1 SECTION= 1 FREQ= 1.0000 LOAD CASE-1 THE FOLLOWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 21 13230.170 8024.6512 21216.728 66158.884 848777.86 1712.2524 22 2697.6886 3448.5476 12580.924 28799.997 510939.36 852.93621 23 4292.6972 431.99767 8837.1144 7752.6412 483338.21 2.9184154 46 11415.927 5937.8941 20987.674 61420.957 794112.83 1232.8651 47 2768.7256 3288.8638 12500.374 26979.922 497521.82 723.32302 48 4311.3496 374.36456 9389.7800 7784.5804 486457.29 4.7121953 TOTAL 38716.558 19506.319 85572.596 198896.98 3620147.4 4529.0073 i
4
l Mk 1996 I
M NTS N
$ "~h s
695
=
ChdR I HIODEN s
- k;L-b 4
-4 4
/
.A
^;kk WALK WAY + AIR BAFFLE U. P (D+L/4) constroints 1
Mk 1996 0-gM N
EMkNTS g
7N
\\
hl3Z l
i tT i BEN w4 s
-4 4-k k
4-w
~
'4 1
(
22IY g
\\
i
/
g Whhhi AIR BAFFLE U. P. (0+ L/4) constroints WALK WAY +
ANSYS 4.4A1 MAR 14 1996 2521 2481 2441
.2561 2401 15:49:43 2601 2361 PLOT NO.
3 2641 2321 PREP 7 NODES 2681 2281 ZV
=1 2241 DIST=917.4 2721 CENTROID HIDDEN 2201 2761 2161 2801 2121 2841 2081 2881 204]
2921 2001 2961 3881 3001 3841 3041 3801 3081 3761 3121 3721 3161 3681 3201 3641 3241 3601 3281 3321 3561 3401 3441 3481.3521 361 eh WALK WAY + AIR BAFFLE U.
P. (D+L/4) walk-way constraints
ANSYS 4.4A1 1
MAR 14 1996 520 400 15:49:43 PLOT NO.
4 PREP 7 NODES 280 ZV
=1 o
DIST=781.271 ZF
=230.078
.760 CENTROID HIDDEN 160 880
.40 1000
.1840 l
l 1120
.1720 1240 1600
.1360
.1480 WALK WAY + AIR BAFFLE U.
P. (D+L/4) air baffle on roof constraints
^
!1956 g5692509123444p gfl 323 P )
O 5
PREP 7 NODES f
2 ZV
=1 31 di ZF
=
344
.74 cE m Oro m oDeN
,gt M
89
/2
.69 1
.49 29
.9 1909 B
\\%
X y
lb M6'9 ff9 lk m,!"l%uum,,,,,ud$'Np' WALK WAY + AIR BAFFLE U.
P. (D+L/4) air baffle on panels constraints
+
4 4
l COORDINATES OF AIR BAFFLE & WALK WAY CONSTRAINED NODES NEW TITLE- - FOAKE WALK WAY + AIR BAFFLE U. P. (D + L/4) c*" units: inchIb C sec s
j c*** units dens:lb'sec^2/in*4 7 m NODES (OF 2880 DEFINED) SELECTED BY NASE COMMAND.
UST SELECTED NODES IN THE RANGE 1 TO 3927 BY 1 DSYS= 0 i
. NODE X'
Y Z
THXY THYZ THXZ 9 716.38 00000E+00 146.00
.00
.00
.00 29 714.84 46.853 146.09 3.75
.00
.00 40 710.25 93.506 230.08 7.50
.00
.00 l
49 710.25 93.506 146.00 7.50
.00
.00 I
69 702.61 139.76 146.00 11.25
.00
.00 80 001.97 186.41 146.00 15.00
.00
.00 l
101 678.36 230.27
.00000E + 00 18.75
.00
.00 109 678.36 230.27 146.00 18.75
.00
.00 i
113 670.46 252.34 32.313 20.63
.00
.00 l
125 661.84 274.14 68.313 22.50
.00
.00 129 661.84 274.14 146.69 22.50
.00
.00
'137 662.52 296.66 104.31 24.38
.00
.00 j
149 642.50 316.84 146.00 26.25
.00
.00 l
160 620.40 358.19 230.06 30.00
.00
.00 l
161 620.40 358.19 00000E+00 30.00
.00
.00 j
169 620.40 358.19 146.00 30.00
.00
.00 173 608.35 378.29 32.313 31.88
.00
.00 185 596.64 398.00 68.313 33.75
.00
.00 1
189 596.64 398.00 146.09 33.75
.00
.00 i
197 582.30 417.27 104.31 35.63
.00
.00 209 568.34 436.10 146.69 37.50
.00.00 l
221 538.60 472.34 00000E+00 41.25
.00
.00 229 538.60 472.34 146.00 41.25
.00
.00 233 522.86 489.71 32.313 43.13
.00
.00 245 506.55 506.55 68.313 45.00
.00
.00 4
l 249 506.55 506.55 146.00 45.00
.00
.00 257 480.71 522.86 104.31 46.88
.00
.00 269 472.34 538.00 146.89 48.75
.00.00 l
280 436.10 568.34 230.08 52.50
.00
.00 l
281 436.10 568.34 00000E+00 52.50
.00
.00 289 436.10 568.34 146.00 52.50
.00
.00 293 417.27 582.30 32.313 54.38
.00
.00 i
305 398.00 596.64 68.313 56.25
.00
.00 309 398.00 596.64 146.00 56.25
.00
.00 j
317 378.29 008.36 104.31 58.13
.00
.00 329 358.19 620.40 146.89 80.00
.00.00 f
341 316.84 642.50
.00000E+00 63.75
.00.00 1
349 316.84 642.50 146.99 63.75
.00
.00 353 296.65 662.52 32.313 66.63
.00
.00 I
~.
l)
)
366 274.14 081.84 88.313 67.50
.00
.00 300 274.14 081.84 146.89 67.50
.00
.00 377 252.34 670.46 104.31 60.38
.00
.00 300 230.27 678.36 146.89 71.25
.00
.00 400 186.41 001.97 230.08 75.00
.00
.00 401 186.41 001.97 00000E+00 75.00.00
.00 400 186.41 001.97 146.09 75.00
.00
.00 s
413 162.67 007.66 32.313 76.88
.00
.00 425 139.76 702.61 68.313 78.75
.00
.00 429 139.76 702.61 146.00 78.75.00.00 437 116.09 706.81 104.31 80.63
.00.00 1
440 93.506 710.25 146.80 82.50. 00.00 461 46.863 714.84 00000E+00 86.25.00
.00 j
480 46.853 714.84 146.89 86.25
.00
.00 j
473 23.439 715.99 32.313 88.13
.00
.00 486.27914E48 716.38 68.313 90.00.00
.00 489.27914E 08 716.38 146.69 90.00
.00
.00 497 23.439 715.99 104.31 91.88.00
.00 509 -46.863 714.84 146.09 IKl.75
.00
.00
$20 93.506 710.25 230.08 97.50.00.00 521 93.506 710.25 00000E+00 97.50
.00
.00 529 -93.506 710.25 146.80 97.50.00 -.00 533 116.89 706.81 32.313 99.38
.00
.00 546 139.76 702.61 68.313 101.25
.00
.00 549 -139.76 702.61 146.60 101.25
.00
.00 557 -162.67 697.66 104.31 103.13
.00
.00 560 185.41 001.97 146.60 105.00.00.00 581 -230.27 67d.36 00000E+00 106.75
.00
.00 589 -230.27 678.36 146.00 108.75
.00
.00 593 -252.34 670.46 32.313 110.63
.00
.00 605 -274.14 661.84 68.313 112.50
.00
.00 609 274.14 661.84 146.69 112.50
.00
.00 617 -296.66 662.52 104.31 114.38.00
.00 629 -316.84 642.50 146.69 116.25
.00
.00 640 -358.19 620.40 230.08 120.00
.00
.00 641 358.19 620.40 00000E +00 120.00.00
.00 649 -358.19 620.40 146.60 120.00
.00
.00 653 378.29 608.35 32.313 121.88.00
.00 665 -398.00 596.64 68.313 123.75
.00.00 600 -398.00 596.64 146.00 123.75.00
.00 677 -417.27 582.30 104.31 125.63.00
.00 680 -436.10 568.34 146.09 127.50.00.00 701 -472.34 538.00 00000E +00 131.25.00
.00 700 -472.34 538.60 146.60 131.25
.00
.00 713 -489.71 522.86 32.313 133.13
.00
.00 725 -506.55 506.55 68.313 135.00
.00
.00 729 -506.55 506.55 146.60 135.00
.00
.00 737 -622.86 489.71 104.31 136.88
.00
.00 749 -538.00 472.34 146.39 138.75
.00.00 700 -668.34 436.10 230.08 142.50
.00.00 761 -668.34 436.10 00000E + 00 142.50.00
.00 700 -568.34 436.10 146.09 142.50.00.00 773 582.30 417.27 32.313 144.38.00
.00
\\ L,
l 785 496.64 396.00 68.313 146.25
.00
.00 789 -596.64 396.00 146.69 146.25
.00
.00 797 -608.35 378.29 104.31 148,13
.00
.00 j
809 -820.40 358.19 146.00 150.00
.00
.00 821 642.50 316.84 00000E+00 153.75
.00
.00 829 442.50 316.84 146.00 153.75
.00
.00 833 452.52 296.65 32.313 155.63
.00
.00 s
845 4 61.84 274.14 68.313 157.50
.00
.00 849 -661.84 274.14 146.09 157.50
.00
.00 857 470.46 252.34 104.31 159.38
.00
.00 800 -678.36 230.27 146.00 161.25
.00
.00 880 691.97 185.41 230.08 166.00
.00
.00 881 691.97 185.41 00000E +00 165.00
.00
.00 889 -691.97 185.41 146.09 165.00
.00
.00 803 697.06 162.67 32.313 166.88
.00
.00 905 -702.61 139.76 68.313 168.75
.00
.00 909 -702.61 139.76 146.69 168.75
.00
.00 l
917 706.81 116.60 104.31 170.63
.00
.00 929 710.25 93.506 146.60 172.50
.00
.00 941 714.84 46.853 00000E + 00 176.25
.00
.00 949 -714.84 46.853 146.60 176.25
.00
.00 963 -715.99 23.439 32.333 178.13
.00
.00' 966 -716.38
.12559E05 68.313 180.00
.00
.00 969 716.38
.12559E45 146.69 -180.00
.00
.00 977 715.99 -23.439 104.31 178.12
.00
.00 900 -714.84 -46.853 146.69 -176.25
.00
.00 1000 710.25 -93.506 230.08 -172.50
.00
.00 1001 -710.25 -93.506 00000E+00 172.50
.00
.00 1009 -710.25 -93.506 146.69 -172.50
.00
.00 1013 706.81
-116.69 32.313
-170.62
.00
.00 1025 702.61
-139.76 68.313 168.75
.00
.00 '
1029 -702.61 139.76 146.69
-168.75
.00
.00 1037 -897.66
-162.67 104.31
-166.87
.00
.00 1049 491.97 185.41 146.69 165.00
.00
.00 1061 478.36 -230.27 00000E + 00 -161.25
.00
.00 1069 478.36 -230.27 146.69 161.25
.00
.00 1073 670.46 252.34 32.313 -159.37
.00
.00 1085 461.84 274.14 68.313 -157.50
.00
.00 1089 -661.84 274.14 146.69 157.50
.00
.00 1097 452.52 295.65 104.31
-155.62
.00
.00 1109 442.50 -316.84 146.69 153.75
.00
.00 1120 420.40 -358.19 230.08 150.00
.00
.00 1121 -620.40 -358.19 00000E + 00 150.00
.00
.00 1129 420.40 358.19 146.69 -150.00
.00
.00 1133 -608.35 378.29 32.313 148.12
.00
.00 1145 -595.64 398.00 68.313
-146.25
.00
.00 1149 -596.64 -398.00 146.69 146.25
.00
.00 1157 -582.30 -417.27 104.31
-144.37
.00
.00 1169 -568.34 -436.10 146.69 142.50
.00
.00 1181 -538.60 472.34 00000E + 00 138.75
.00
.00 1189 538.60 -472.34 146.69 138.75
.00
.00 1193 4 22.86 -489.71 32.313 136.87
.00
.00 1235 -506.55 -506.55 68.313 135.00
.00
.00 l
l l
1200 -506.56 506.56 146.00 135.00
.00
.00 j
1217 -480.71 522.86 104.31 133.12
.00
.00 i
1229 472.34 -538.80 146.00 -131.25
.00
.00 j
1240 436.10 -568.34 230.08 127.50
.00
.00 1241 -436.10. -568.34 00000E +00 -127.50
.00.00 1249 -436.10 -568.34 146.00 127.50
.00
.00 1253 417.27 -582.30 32.313 -125.62
.00
.00 4
1286 308.00
-596.64 68.313 123.75
.00
.00
}
1200 308.00
-505.64 146.00 123.75
.00
.00 l
1277 -378.29
-608.35 104.31 121.87
.00
.00 1280 368.19 -620.40 146.00 120.00
.00
.00 1301 316.84 4 42.50 00000E+ 00 -116.25
.00
.00 1300 316.84 442.50 146.80 -116.25
.00
.00 1313 -295.65
-662.52 32.313 114.37
.00
.00 1325 274.14 681.84 68.313 -112.50
.00.
00 1320 -274 14 -861.84 -146.00 112.50
.00
.00 1337' 252.34 4 70.46 104.31 110.62
.00
.00 1340 230.27 4 78.36 146.00 108.75
.00
.00 1380 -186.41
-801.97 230.08 105.00
.00
.00 s
1361 -105.41 691.97 00000E + 00 -105.00
.00
.00 j
1380 186.41
-691.97 146.00 105.00
.00
.00 1373 -162.67 -807.06 32.313 103.12
.00
.00 1
1386 130.76 702.61 68.313 -101.25
.00
.00 i
1380 -130.76 -702.61 146.00 101.25
.00
.00 1307 116.00 706.81 104.31
-90.37
.00
.00 1409 93.506 710.25 146.60
-97.50
.00
.00 i
1421 -46.853 -714.84 00000E+00 -93.75
.00
.00 1429 -46.853
-714.84 146.00
-93.75
.00
.00 l
1433 -23.439 715.90 32.313 91.87
.00
.00 1446.83741E-08 -716.38 68.313
-90.00
.00
.00 1449.83741E-08 716.38 146.00
-90.00
.00
.00 1457 23.439 715.90 104.31 48.12
.00
.00 1460 46.853 714.84 146.00 4 6.25
.00
.00 1480 93.506 710.25 230.08 4 2.50
.00
.00 1481 93.506 -710.25 00000E+00 -82.50 '00
.00 1489 93.506 710.25 146.69 4 2.50
.00
.00 1493 116.69 706.81 32.313
-80.62
.00
.00 1505 139.76 702.61 68.313 78.75
.00
.00 09 139.76 702.61 146.00
-78.75
.00
.00 1517 962.67 807.06 104.31 76.87
.00
.00 1529 186..:?
001.97 146.00 75.00
.00
.00 1541 230.27 478.36 00000E+00 -71.25
.00
.00 1549 230.27 4 78.36 146.80.
71.25
.00
.00 1553 252.34 4 70.46 32.313 40.37
.00
.00 1566 274.14
-661.84 68.313 47.50
.00
.00 1560 274.14 -661.84 146.60 4 7.50
.00
.00 1577 296.65 462.52 104.31 46.62
.00
.00 1580 316.84 442.50 146.60 43.75
.00
.00 1600 358.19 420.40 230.08 40.00.00.00 1601 358.19 420.40 00000E+00 40.00
.00
.00 1609 358.19 420.40 146.60
-80.00
.00
.00 1613 378.29 808.35 32.313
-58.12
.00
.00 1625 398.00
-596.64 68.313 56.25
.00
.00 l(
4 5
I 4
1629 398.00 -596.64 146.00
-56.25
.00
.00 i
1637 417.27 -582.30 104.31
-54.37
.00
.00 1640 436.10 -568.34 146.00
-52.50
.00
.00 1861 472.34 538.80
.00000E+00 -46.75
.00
.00 1889 472.34 -538.00 146.89
-48.75
.00
.00 1673 489.71.-622.88 32.313
-46.87
.00.
00 l
1686 506.55 -506.56 86.313
-45.00
.00
.00 l
1600 506.55 -506.55 146.00
-45.00
.00
.00 1897 522.86 -489.71 104.31
-43.12
.00
.00 i
1709 538.00
-472.34 146.00
-41.25
.00
.00 l
1720 508.34 -436.10 230.00
-37.50
.00
.00 1721 588.34 -436.10 00000E+00 -37.50.00.00 1729 568.34 436.10 146.00
-37.50
.00
.00 1733 582.30 ' 417.27 32.313
-35.62
.00
.00 1746 506.64 -398.00 88.313
-33.75
.00
.00 l'
1740 596.64 398.00 146.00
-33.75
.00
.00 l
1757 808.36 378.29 104.31
-31.87
.00
.00 l
1789 620.40 -358.19 146.89
-30.00
.00
.00 l
1781 642.50 -316.84
.00000E+00 -26.25
.00
.00 1
1789 642.50 -316.84 146.09- -26.25
.00
.00 1793 862.52 -296.06 32.313
-24.37
.00
.00 i
1806 861.84 274.14 68.313 22.50
.00
.00 l
1809 861.84 274.14 146.89 22.50
.00
.00
{
1817 670.46 -252.34 104.31
-20.62
.00.00 1829 678.36 230.27 146.89
-18.75
.00.00 i
1840 001.97 185.41 230.08
-15.00
.00
.00 4
1841 001.97 185.41 00000E+00 15.00
.00
.00 i
1849 001.97 186.41 146.89 15.00 '.00
.00 l
1863 897.06 162.67 32.313
-13.12'.00
.00 1886 702.61
-139.76 68.313
-11.25
.00
.00 i
1889 702.61
-139.76 146.09
-11.25
.00
.00 1877 706.81 116.89 104.31
-9.37
.00
.00 1889 710.25 93.506 146.00 7.50
.00
.00 1909 714.84 46.853 146.00
-3.75
.00
.00 2001 834.00 00000E+00 00000E+00
.30
.00.00 l
2041 826.87 108.86 00000E + 00 7.50.00.00 j
2081 805.58 215.86 00000E + 00 15.00
.00
.00 2121 770.52 319.16 00000E+00 22.50
.00
.00 2161 722.27 417.00 00000E+00 30.00
.00
.00 2 1
.00000E +00 4.00
.00
.00 2281 507.71 861.06
.00000E+00 52.50
.00
.00 i
2321 417.00 722.27 00000E+00 80.00
.00
.00 r
2361 319.16 770.52 00000E+00 67.50.00.00 2401 215.86 805.58 00000E+00 75.00
.00.00 l{ '
2441 108.86 826.87 00000E+00 82.50
.00
.00 2481.32497E.08 834.00 00000E+00 90.00
.00
.00 2521 108.86 826.87 00000E+00 97.50
.00
.00 2561 -215.86 806.58 00000E +00 105.00
.00
.00 2601 -319.16 770.52 00000E + 00 112.50
.00
.00 f
2641 417.00 722.27 00000E + 00 120.00
.00.00 1
2681 -507.71 861.06 00000E + 00 127.50
.00
.00 4
2721 -589.73 589.73 00000E+ 00 135.00
.00
.00 i
i i
i 2761 461.06 507.71 00000E+00 142.50
.00
.00 j
2801 722.27 417.00 00000E +00 150.00
.00
.00 j
2841 770.52 319.16 00000E + 00 157.50
.00
.00 2881 -806.58 215.86 00000E + 00 165.00
.00
.00 2921 826.87 108.86 00000E +00 172.50
.00
.00 2961 -834.00
.14621 E-05.00000E + 00 -180.00
.00
.00 3001 -826.87 108.86 00000E + 00 172.50
.00 00 s
3041 805.58 215.86 00000E + 00 166.00
.00
.00 3081 770.52 -319.16 00000E+00 157.50
.00
.00 3121 -722.27 -417.00 00000E + 00 -150.00
.00
.00 3161 -661.66 -507.71 00000E +00 -142.50.00
.00 3201 -589.73 -589.73 00000E +00 -135.00
.00
.00 3
3241 -50'?.71 661.66 00000E +00 127.50
.00
.00 1
3281 -417.00
-722.27 00000E + 00 -120.00
.00
.00 3321 -319.16 -770.52 00000E+ 00 -112.50
.00
.00 3361 215.86 806.58 00000E+ 00 -105.00
.00
.00 3401 108.86 -826.87 00000E+00 97.50
.00
.00 3441.97490E-08 834.00 00000E+00 -90.00
.00
.00 3481 108.86 -826.87 00000E+00 -82.50
.00
.00 j
3521 215.86 -805.58 00000E+00 -75.00
.00
.00 i
3561 319.16 770.52 00000E+00 -67.50
.00
.00 3601 417.00 -722.27 00000E+00 -80.00
.00
.00 3641 507.71
-861.06 00000E+00 -52.50
.00
.00 j
3681 580.73 -589.73 00000E+00 -45.00
.00
.00 3721 661.66 -507.71 00000E+00 37.50
.00
.00
[
3761 722.27 417.00 00000E+00 -30.00
.00
.00 3801 770.52
-3 ',9.16 00000E+00 -22.50
.00
.00 l
3841 805.58
-215.8F, 00000E+00 15.00
.00
.00 3881 826.87
-10*,.86 00000E+00 7.50
.00
.00 a
4 5
I f
NEW TIT 1.E = FOAKE Task 9 -Walk Way + Air dante U. P. (D + L/4)
POST DATA FILE 12 NAME=fle12.dat 30 47.522522 40.588447 s
c* "
c"* REACTIONS c'**
PRINT REAC7 ION FORCES PER NODE
- "" POST 1 REACTION FORCE USTING ***"
LOAD STEP 1 ITERATION =
1 SECTION= 1 TIME =.00000E + 00 LOAD CASE = 1 THE FOLLOWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 9 -36.902674 0000E+00 0000E +00 0000E +00 0000E+00 0000E+00 29 15.99sano
.90794307 0000E + 00 0000E +00 0000E+00 0000E +00 40 2.2904255
.2annnaan 10790.445 7.9146646 4 3.630686 52308620E42 49 115.89868 15.232020
.0000E + 00 0000E+00 0000E+00.0000E + 00 60 15.598661 3.1027467 0000E + 00.0000E + 00 0000E+00 0000E+00 89 -35.563942
-9.5293296 0000E +00 0000E +00.0000E + 00.0000E +00 109 -45.461804
-15.432203
.0000E + 00 0000E +00.0000E+00.0000E + 00 129 -34.123673
-14.134488 0000E +00 0000E +00 0000E+00 0000E+ 00 149 14.580170 7.1945826
.0000E + 00.0000E +00 0000E+00 0000E + 00 160 1.9766542 1.1404850 10796.494 31.692117
-54.891625 18746189E-02 169 101.08661 58.362382 0000E + 00 0000E +00
.0000E + 00.0000E +00 180 13.613944 9.0966466
.0000E +00 0000E + 00.0000E + 00.0000E + 00 209 29.023332
-22.270386
.0000E + 00.0000E + 00 0000E+00.0000E + 00 229 -35.858912
-31.447422
.0000E + 00 0000E + 00 0000E+ 00.0000E + 00 249 -25.941457 25.941457 0000E+ 00.0000E + 00.0000E+ 00.0000E + 00 269 10.807898 12.324045
.0000E + 00 0000E +00 0000E +00
.0000E + 00 200 1.3866756 1.8117540 10795.214 50.355705 38.472540
.18065230E 02 289 71.086743 92.642047 0000E+00.0000E + 00 0000E +00
.0000E + 00 309 9.1390735 13.677590
.0000E + 00 0000E + 00.0000E + 00.0000E + 00 329 18.222791
-31.562800
.0000E + 00.0000E + 00 0000E+00.0000E + 00 349 21.027066 42.638670
.0000E +00 0000E + 00 0000E+00.0000E + 00 300 13.enKuto 33.787867
.0000E + 00 0000E + 00 0000E +00 0000E + 00 380 ~52875920 15.576744 0000E +00
.0000E + 00 0000E+ 00.0000E + 00 400 58938482 2.2036755 10794.504 61.217683 16.335809
.17787496E 02 409 30.226465 112.80670
.0000E + 00 0000E +00 0000E+ 00.0000E + 00 429 3.2135228 16.155470 0000E + 00
.0000E + 00 0000E + 00.0000E + 00 449 -4.7518040 36.093535 0000E +00 0000E+00 0000E +00
.0000E + 00 469 3.1008082 47.397683 0000E +00 0000E+00 0000E+00 0000E+00 480.14239331E49 36.543901 0000E + 00 0000E +00 0000E +00
.0000E + 00 509 -1.0766392, 16.424814 0000E +00 0000E +00 0000E +00
.0000E + 00 520.29599685 2.2617923 10794.245 62.822301 8.2240343
.17791190E42 529 15.243107 115.78289 0000E +00
.0000E + 00 0000E +00
.0000E + 00 19
i 540 4.2118066 16.148842 0000E +00 0000E+00 0000E + 00. 0000E +00 500 9.4250000
-35.170866 0000E+ 00 0000E +00 0000E+00 0000E +00 l
580 15.274025
-44.996827 0000E+ 00 0000E +00 0000E +00 0000E+00
]
000 13.900622
-33.776106 0000E+00 0000E + 00 - 0000E +00 0000E +00 j
629 7.2796834 14.761738 0000E +00 0000E +00 0000E+ 00 0000E +00 640 -1.1370201 1.9774640 10794.322 54.937894 31.559606
.17849426E42 640 58.393023 101.14124 0000E + 00 0000E + 00 0000E +00 0000E +00 s
680 -9.1384600 13.670681 0000E+00 0000E +00 0000E +00 0000E +00 680 22.198007
-28.929006 0000E +00 0000E +00 0000E +00 0000E +00 700 31.372638
-35.773638 0000E+00 0000E + 00.0000E + 00 0000E + 00 i
729 25.883201
-26.883201 0000E+00 0000E+00 0000E +00 0000E+00 740 12.380608 10.867403
.0000E+00 0000E+00.0000E+ 00.0000E+ 00 i
700 1.8062490
- 1.wm1 10794.404 38.710273 50.146886
.17767123E 02 i
789 -92.682413 71.117717 0000E+00 0000E+00 0000E + 00 0000E +00 l
780 13.886147 9.1314273 0000E+00 0000E+00 0000E+00 0000E+00
{
800 31.861510
-18.279781 0000E +00 0000E+00 0000E+00 0000E+ 00 -
I 829 42.796224
-21.104762 0000E+00 0000E+00.0000E +00
.0000E + 00 l
840 33.898207 14.041097 0000E+00 0000E +00 0000E+00 0000E+00 j
889 15.629001 5.3063311 0000E+00 0000E +00 0000E +00 0000E+00 i
880 2.2007926 50mm 10793.902 16.543720 61.120406
.17802816E-02 889 112.94643 30.263003 0000E + 00 0000E +00 0000E+00 0000E+00 900 16.154698 3.2133494 0000E+00 ' 0000E+ 00 0000E +00
.0000E + 00 929 36.361000 4.7860000 0000E+00 0000E +00 0000E + 00 0000E +00 949 47.776131
-3.1314131 0000E+00 0000E + 00.0000E + 00.0000E +00 980 36.790036
.28677488E.00 0000E + 00 0000E+00 0000E+00 0000E + 00 l
900 -16.454109 1.0784593 0000E + 00 0000E +00 0000E +00
.0000E + 00 l
1000 2.2590380
.29645900 10793.689 8.2402119 62.770350
.18029608E42 j
1009 115.96810 15.267489 0000E +00 0000E + 00.0000E +00
.0000E +00 1029 -16.207446 3.2238614.
0000E +00 0000E+00 0000E+00.0000E+00 1040 35.347477 9.4713279 0000E +00 0000E + 00. 0000E +00 0000E+00 1000 45.245929 15.358923 0000E+00 0000E +00 0000E+00 0000E +00 1080 33.946556 14.061124 0000E +00 0000E+ 00 0000E+00.0000E + 00 1109 14.728333 7.2632103 0000E+00 0000E +00 0000E+00.0000E + 00 1120 1.9747943
-1.1407128 10794.301
-31.706664 54.837990
.18122132E-02 1129 -101.18891
-58.420287 0000E+ 00.0000E + 00 0000E+ 00 0000E + 00 1149 13.700525
-9.1543978 0000E +00 0000E+ 00 0000E +00 0000E+ 00 1160 28.964474 22.217549 0000E+00.0000E+ 00 0000E +00
.0000E + 00 1189 35.804536 31.399735 0000E +00 0000E +00 0000E+00.0000E + 00 1209 25.903716 25.903716 0000E + 00 0000E + 00 0000E +00
.0000E + 00 1229 10.831839
-12.351345
.0000E + 00 0000E + 00.0000E + 00 0000E +00 1240 -1.3886746
-1.8007350 10794.357
-50.280372 38.550408
.17971717E 02 1249 71.096745
-92.663779 0000E + 00 0000E+00 0000E+00 0000E+ 00 1200 -9.1400006
-13.688106 0000E + 00 0000E + 00 0000E + 00.0000E + 00 1280 18.218961 31.556106 0000E + 00 0000E +00 0000E+ 00 0000E +00 1309 21.025715 42.635933 0000E + 00.0000E + 00
.0000E + 00.0000E + 00 1329 13.996903 33.789090 0000E +00 0000E + 00 0000E +00 0000E+ 00 1349 -5.2866690
-15.571079 0000E +00
.0000E + 00 0000E + 00 0000E+ 00 1360.59197996 2.2029016 10794.241 61.190003 16.440380
.17973011E-02 1360 30.223816
-112.79682 0000E+00 0000E +00 0000E+00 0000E+00 1380 3.2118404 16.147012 0000E +00 0000E + 00 0000E+00.0000E + 00 1409 4.7526755 36.100155 0000E + 00 0000E +00
.0000E + 00 0000E + 00 1429 3.1060312 47.402600 0000E + 00 0000E + 00 0000E + 00.0000E + 00 1449.14240268E-09 36.546307 0000E + 00 0000E +00
.0000E + 00.0000E + 00
%o
= _ _ - - - - -
4 l
i 1400 1.0766333
-16.424724 0000E+00 0000E +00 0000E +00 0000E +00 1480.29361833
-2.2821013 10794.313 4 2.834924 4.1272726
.18043969E-02 4
1480 15.243430 115.78641 0000E +00 0000E +00 0000E +00 0000E +00 1500 3.2125100 16.150413
.0000E + 00 0000E+00 0000E +00 0000E + 00 1529 -9.4246613 35.172942 0000E +00 0000E +00 0000E +00 0000E +00 1540 -15.272484 44.901287 0000E+00 0000E +00 0000E +00 0000E +00 1500 13.988001 33.772194 0000E + 00 0000E +00 0000E+00 0000E +00 g
1580 7.2814084
-14.786236 0000E+ 00 0000E +00 0000E + 00 0000E + 00 1800 1.1347421 1.9780126 10794.764
-54.904746
-31.467463
.17933686E-02 l
i 1809 58.396668 101.14425 0000E + 00 0000E + 00 0000E +00 0000E +00 1629 9.1347244 13.671081 0000E+00 0000E+ 00 0000E +00
.0000E + 00 1649 22.207982 28.941979 0000E +00 0000E+00 0000E +00 0000E+00 1000 -31.389048 35.793376 0000E + 00 0000E+00 0000E+00.0000E +00 j
1 1680 -25.907869 25.907869 0000E +00 0000E +00 0000E+00 0000E + 00 i
1700 12.347073 10.aonna?
0000E+00 0000E+00.0000E+00 0000E+00 i
1720 1.8050400 1.3042796 10796.362 38.772381
-50.126476
.17473753E 02 1729 - 92.642761 71.087291 0000E +00 0000E + 00 0000E+00.0000E +00 l
1749 13.002225
-9.0887159 0000E +00 0000E +00 0000E+00 0000E +00 i
1700 31.746143 18.328644 0000E+ 00 0000E+00 0000E +00
.0000E +00 1789 -42.906532 21.158667
.0000E + 00 0000E +00 0000E + 00 0000E +00 1809 34.027073 14.004475 0000E +00 0000E +00 0000E+ 00 0000E + 00 1829 15.475882 4.2533473
.0000E +00 0000E+00 0000E +00
.0000E + 00 1840 2.2040116
.58077136 10794.308
-16.300626 41.223200
.17049426E 02 1849 112.70008 30.216625 0000E+ 00.0000E +00
.0000E +00 0000E+ 00 1880 15.965513
-3.1737488
.0000E + 00 0000E +00 0000E+00.P000E + 00 1880 -36.542808 4.8109638 0000E + 00 0000E +00 0000E +00.0000E +00 1909 -48.310420 3.1664322
.0000E + 00.0000E + 00 0000E + 00 0000E +00 2001 4 22.23613 3.0701018 1463.9672 0000E +00 0000E+00.0000E + 00 2041 739.4M31 - -97.340032 1464.2632 0000E +00 0000E+00 0000E+00 2081 -600.4i0 67 164.04840 1464.3309 0000E+00 0000E +00 0000E+00 2121 -576.24649 235.31990 1464.2973 0000E+ 00 0000E+00 0000E+00 2161 4 46.32808 373.11750 1464.3862 0000E+ 00 0000E+00 0000E + 00 2201 -492.52001 381.77753 1464.4961 0000E+00 0000E+00 0000E +00
'2241 442.91786
-438.53253 1464.3979 0000E +00 0000E +00 0000E+00 2281 -454.64531
-592.47971 1464.2671
.0000E + 00 0000E+00 0000E+00 1
2 2321 -309.05548 541.44513' 1464.5015 0000E +00 0000E +00 0000E + 00 2361 -241.41038
-574.74352 1464.4490
.0000E + 00 0000E+00.0000E + 00 2401 -193.25060 721.35050 1464.2187 0000E +00 0000E +00 0000E+00 2441 -78.316625 418.45111 1464.5030
.0000E + 00 0000E+ 00 0000E+00 2481 -3.0852719 423.33735 1464.4608 0000E + 00 0000E + 00.0000E + 00 2521 97.468822
-740.38100 1464.2149 0000E + 00 0000E +00 0000E+00 2561 164.31611 601.32877 1464.4911 0000E +00 0000E + 00 0000E +00 j
2001 236.00477 4 77.06607 1464.4607 0000E +00 0000E +00
.0000E + 00 2641 373.38357 446.71602 1464.2403 0000E +00 0000E+ 00 0000E +00 2681 38i.91921
-492.65509 1464.4420 0000E + 00 0000E + 00.0000E + 00 4
2721 438.56083
-442.91830 1464.4522 0000E + 00.0000E + 00.0000E + 00 2761 592.41331
-454.56736 1464.3163 0000E +00 0000E + 00.0000E + 00 2801 541.31887
-308.96074 1464.3348 0000E + 00 0000E +00
.0000E + 00 2841 574.59668
-241.33024 1464.4166 0000E+00 0000E+00 0000E+00 1
2881 721.15406 193.22909 1464.5059 0000E +00 0000E +00 0000E +00 2921 618.27358
-78.286798 1464.2640 0000E + 00 0000E +00 0000E + 00 2961 623.14718
-3.0768290 1464.2726 0000E +00 0000E +00
.0000E + 00 3001 740.14680 97.438407 1464.5780
.0000E + 00 0000E+00 0000E + 00
. 2'
i 4
1 l
3041 801.18905 164.26387 1464.4218 0000E+00 0000E +00 0000E +00 I
3001 576.94312 235.63236 1464.2861 0000E +00 0000E+00 0000E+00 3121 646.64013 373.32532 1464.3666 0000E+00 0000E +00
.0000E + 00 l
3161 492.63042 381.M179 1464.4786 0000E + 00 0000E +00 0000E +00 i
3201 442.91361 438.54366 1464.3841 0000E +00 0000E+00 0000E+00 l
3241 464.59834 592.42891 1464.2588 0000E +00 0000E+ 00 0000E+00 l
3281 309.01567 541.38463 1464.4986 0000E +00 0000E + 00 0000E+00 g
l 3321 241.38826 574.70012 1464.4496 0000E +00 0000E +00 0000E +00 j
3361 193.28207 721.32312 1464.2211 0000E + 00.0000E + 00 0000E +00 2
3401 78.310468 618.43974 1464.5064 0000E +00 0000E+ 00 0000E+00 f
3441 3.0002772 623.33417 1464.4708 0000E+00 0000E +00.0000E+ 00 3481 -97.473721 740.37864 1464.2141 0000E+00 0000E+00 0000E +00 2
3521 164.32105 001.32874 1464.4888 0000E +00 0000E+00 0000E +00 3561
-2' 5.70540 577.08176 1464.4671 0000E +00 0000E +00 0000E + 00 f
3 j
3801 373.40873 646.75226 1464.2394 0000E+00 0000E+00.0000E +00 3641 -381.96768 492.89757 1464.4449 0000E+00 0000E+00 0000E+00 3881 -438.61809 442.96672 1464.4006 0000E+00 0000E+00 0000E+00 4
3721 592.43084 464.56740 1464.3300 0000E +00 0000E +00 0000E +00 j
3761 -541.20726 308.87730 1464.3539 0000E+00.0000E+00 0000E +00 3801 -574.20052 241.16606 1464.4389 0000E +00 0000E+00.0000E + 00 1
3841 -720.45766 193.01937 1464.5381 0000E +00 0000E+00 0000E +00 3881 -617.50020 78.162423 1464.1733 0000E +00 0000E+00 0000E+00 TOTAL.15256774E 09.46207571E49 242997.97
.18558116
.63613308
.21610023E41 I
ACTIVE COORDINATE SYSTEM SET TO 1 (CYLINDRICAL)-
l DISPLACEMENTS, FORCES, AND COMPONENT STRESSES WILL BE EXPRESSED IN THIS SYSTEM j
PRINT REACTION FORCES PER NODE i
""* POST 1 REACTION FORCE USTING *****
LOAD STEP 1 ITERATION =
1 SECTION= 1 TIME =
00000E +00 LOAD CASE = 1 l
THE FOLLOWING X,Y,Z FORCES ARE IN COORDINATE SYSTEM 1 i
NODE FX FY FZ MX MY MZ 9 36.902674
.23474196E 06 0000E +00 0000E + 00 0000E +00 0000E +00 29 15.258338
.14982997E 06 0000E + 00.0000E + 00 0000E + 00 0000E +00 1
40 2.3087967
.10679024E 01 10790.445
.46980014 44.128210
.52306620E-02 l
49 116.09704
.14827302E 05 0000E +00 0000E + 00 0000E + 00.0000E + 00 l'
09 15.904155
.72483476E-07 0000E +00 0000E +00 0000E+00 0000E+ 00 l
89 -36.818502
.19892270E46 0000E+ 00 0000E+ 00 0000E+ 00 0000E + 00 l
109 -48.009671
.25618556E46 0000E +00 0000E + 00 0000E + 00 0000E +00 129 36.935198
.14335771E 06 0000E + 00 0000E +00 0000E +00 0000E +00 l
149 16.266712
.12615922E 06 0000E + 00 0000E+ 00 0000E + 00 0000E+ 00
}
180 2.2819886
.58807569E43 10796.494 38600911E43 83.383600
.18746189E-02 l
169 116.72476
.84sen97E-06 0000E + 00 0000E +00 0000E + 00 0000E +00 4
l 189 16.373351
.15286488E46 0000E+ 00 0000E+00 - 0000E +00.0000E+ 00 I
209 36.583110 43054127E 06 0000E + 00 0000E+00 0000E + 00.0000E + 00 229 -47.694884 26489973E 06 0000E+ 00 0000E+00 0000E+00.0000E + 00 i
f 249 36.W6761
.18508792E 06 0000E+00 0000E+00 0000E+00.0000E + 00 j
289 16.391860
.12491777E 06 0000E +00 0000E+00 0000E + 00 0000E+00 i
280 2.2815157
.28022101E42 10795.214
.13229180 63.370406
.18086230E 02 j
289 116.77274
.11613577E 05 0000E +00 0000E +00
.0000E + 00 0000E +00 309 16.449898
.16664321E 06 0000E+ 00 0000E+00 0000E+ 00 0000E +00 329 -36.446583
.33752426E46 0000E +00 0000E+00 0000E+00 0000E+00 349 -47.541494
.44615802E46 0000E +00 0000E +00 0000E +00 0000E +00 g
300 -36.571713
.19902591E 06 0000E +00 0000E+ 00 0000E+00 0000E+ 00 389 16.449729
.14409200E 06 0000E + 00.0000E + 00 0000E + 00 0000E+00 400 2.2811311
.10511631E 02 10794.504 66035061E 01 63.359782
.17787496E42 400 116.78000
.81097966E 06 0000E+00 0000E+00 0000E + 00 0000E+00 l
429 16.471975
.22307222E 06 0000E+00 0000E +00 0000E +00 0000E+00 449 -36.404986
.43329674E 06 0000E+00 0000E +00
.0000E + 00 0000E +00 f
489 47.499382
.41003654E46 0000E+00.0000E + 00 0000E +00 0000E + 00 i
480 36.543901
.23200215E 06 0000E+00.0000E + 00 0000E+00 0000E+ 00 l
500 16.400066
.15666846E-06 0000E+00 0000E+00 0000E+00 0000E+00 1
520 2.2810777
.17580052E42 10794.246
.46279833E41 -83. man
.17791190E 02 l
529 116.78198
.86098070E46 0000E+00 0000E +00
.0000E + 00 0000E+ 00 l
549 16.463177
.10674136E 06 0000E+00.0000E + 00 0000E +00 0000E +00 l
569 -36.417700
.44888374E 06 0000E+00 0000E + 00 0000E + 00 0000E +00 l
589 47.517579
.E'em4E 06 0000E +00 0000E +00
.0000E +00 0000E + 00 l
609 36.568006
.14204000E 06 0000E+00.0000E + 00 0000E +00.0000E + 00 629 16.460122
.17530979E 06 0000E+00 0000E+00 0000E +00 0000E + 00 640 2.2810441
.40437357E 02 10794.322
.13761418
-63.367366
.17849426E42 649 116.78786
.16785396E-05 0000E + 00 0000E +00
.0000E +00 0000E+00 2
000 16.448804 15362336E 06 0000E + 00 0000E +00 0000E +00 0000E+00 689 -36.464214 33089676E 06 0000E + 00.0000E + 00 0000E +00 0000E + 00 i
709 -47.581463 32044566E 06 0000E +00 0000E+00 0000E+ 00 0000E + 00 1
729 -36.004374
.49415156E46 0000E +00 0000E+00 0000E +00 0000E +00 749 16.467069
.19462087E 06 0000E+00 0000E+00 0000E +00 0000E +00 i
700 2.2807331
.52193567E-02 10794.404
.18404384
-63.348728
.17767123E 02 4
769 116.82362
.98428214E-06 0000E + 00 0000E +00 0000E+00 0000E+00 l
789 16.436135
.49396662E 07 0000E+00 0000E+00 0000E+00.0000E + 00 809 36.55F43
.25359964E 06 0000E + 00.0000E + 00 0000E +00 0000E +00 l
829 -47.717166
.51038053E46.0000E+00 0000E+ 00.0000E + 00 0000E+00 l
849 4 8.891155
.28147367E 06 0000E+00 0000E +00
.0000E + 00 0000E +00 j
869 16.504915
.16151361E46 0000E+00.0000E + 00 0000E +00 0000E+00 l
880 2.2796848
.46896965E 02 10793.992
.16088188
-63.319809
.17802816E-02 l
889 116.93074
.11012077E-05 0000E +00
.0000E + 00.0000E + 00 0000E+00 909 16.471085
.15613400E 06 0000E +00 0000E + 00.0000E + 00 0000E +00 929 36.064671
.13600243E46.0000E+00 0000E+ 00 0000E +00 0000E+00 l
949 -47.878643
.37970644E 06 0000E+00 0000E+00 0000E+00.0000E + 00 969 36.790036
.23379692E 06 0000E + 00 0000E+00 0000E + 00 0000E +00 j
980 16.480414
.15750245E46 0000E +00 0000E +00 0000E + 00 0000E+ 00 1000 2.2792997
.10575844E 02 10793.689
.23400954E-01 -63.308013
.18029608E-02 f
1009 116.96878
.13881531E 05 0000E + 00 0000E +00 0000E +00 0000E +00 j
1029 16.524968
.15777406E46 0000E + 00 0000E +00
.0000E + 00 0000E +00 l
1049 36.594401 34605930E 06 0000E+00 0000E+00 0000E+00 0000E+00 i
1069 -47.781608
.20674681E 06.0000E+00 0000E+00 0000E+00 0000E+00 1089 -36.743488
.31354285E46 0000E + 00 0000E +00 0000E +00 0000E +00 1109 16.421877
.12723465E46 0000E + 00.0000E + 00 0000E +00 0000E +00 j
1120 2.2806785
.48005222E 03 10794.301
.39776178E 01 43.344432
.18122132E-02 1129 116.84057
.10342705E 06 0000E + 00.0000E + 00.0000E + 00.0000E + 00
~
l 1140 16.477481
.96406432E47 0000E +00 0000E +00
.0000E +00 0000E+00 lj 1160 -36.496316
.28790712E 06 0000E+00 0000E+ 00 0000E+00 0000E + 00 1180 -47.622500
.40782522E46 0000E+ 00.0000E + 00 0000E +00 0000E +00 1200 -36. aman
.49411500E46 0000E + 00 0000E + 00 0000E+00 0000E +00 1229 16.428160
.15AnnwinF 06 0000E +00 0000E +00 0000E+00 0000E +00 1240 2.2810706
.67093798E-04 10794.357
.24665881E 01 -63.358103
.17971717E 02 1249 116.78753
.11605046E 05 0000E + 00.0000E + 00 0000E + 00.0000E + 00 s
1260 16.462544
.10785787E 06 0000E + 00 0000E + 00 0000E + 00 0000E +00 1280 -36.437922
.51100863E-06.0000E+00.0000E + 00 0000E +00 0000E +00 1
1300 -47.538442
.44847597E46 0000E +00 0000E + 00 0000E +00
.0000E + 00 1329 36.573067
.28777767E-06 0000E +00
.0000E + 00 0000E+00 0000E+00 1340 16.443746
.20033806E 06.0000E+00 0000E+ 00 0000E+00 0000E+00 1380 2.2811422
.16325488E 02 10794.241
.43068684E41 63.vinnan 17973011E-02 1380 116.77586
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.0000E + 00 1709 16.422478
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.70871758E46.0000E+00
.0000E.+ 00 0000E + 00.0000E + 00 1749 16.359256
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.0000E + 00 0000E +00
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.14278700E 01 1464.2632
.0000E + 00 0000E+00 0000E + 00 2081 4 22.41779.-3.0590563 1464.3309 0000E +00 0000E +00 0000E +00 2121 4 22.43637 3.1127483 1464.2973 0000E +00 0000E+00 0000E + 00 2161 746.29629
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-3.0572863 1464.4961
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.0000E + 00.0000E + 00.0000E + 00 2281 746.81628
.15587297E41 1464.2671 0000E +00 0000E+00.0000E + 00
i 1
i 2321 423.43297
-3.0726615 1464.5015 0000E +00 0000Eo00 0000E+00 I
2361 -823.37752 3.0002874 1464.4400 0000E+ 00 0000E+00.0000E + 00 2401 746.79017
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-3.0775463 1464.5030 0000E+ 00 0000E + 00 0000E +00 2481 423.33735 3.0852758 1464.4696 0000E +00
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-3.0818330 1464.4911 0000E+ 00 0000E + 00 0000E +00 g
2601 4 23.33684 3.0004008 1464.4807 0000E + 00 0000E+00.0000E + 00 2641 746.76507
.11880682E-02 1464.2403 0000E + 00 0000E +00
.0000E+ 00 i
2681 613.34725
-3.0874612 1464.4420
.0000E + 00.0000E + 00 0000E + 00 1
2721 423.30623 3.0748349 1464.4522 0000E +00 0000E + 00 0000E +00 2761 746.71615
.58344940E42 1464.3163 0000E+00 0000E+00 0000E +00 2801 4 23.27626
-3.0915736 1464.3348 0000E + 00 0000E+00 0000E +00 2841 423.21120 3.0714456 1464.4166
.0000E + 00 0000E + 00 0000E+00 2881 -746.59270
.34319684E-02 1464.5059 0000E+00 0000E+00.0000E + 00 2921 623.20251 3.0648366 1464.2640 0000E+00 0000E+00 0000E+00 ~
2961 423.14718 3.0768339 1464.2726 0000E +00 0000E+00 0000E+00 3001 746.53301
.37446029E 02 1464.5789 0000E+ 00 0000E+00 0000E+00 3041 423.19933
-3.0727096 1464.4218 0000E + 00 0000E+00 0000E +00 3081 423.19863 3.0906697 1464.2661 0000E+00 0000E +00 0000E +00 3121 746.00044
.10880739E 01 1464.3666 0000E +00
.0000E + 00 0000E + 00 3161 423.30489
-3.0727879 1464.4786 0000E + 00 0000E+ 00 0000E+ 00 3201 623.28427 3.0000272 1464.3841 0000E +00
.0000E + 00 0000E + 00 3241 746.74468 80806687E 02 1464.2588 0000E+00 0000E+00 0000E+ 00 3281 623.36069 3.0768440 1464.4905 0000E +00 0000E+00.0000E + 00 3321 4 23.32896 3.0854658 1464.4496 0000E + 00 0000E + 00 0000E+ 00 3361 746.76071
.39801444E42 1464.2211 0000E +00 0000E+ 00 0000E +00 3401 -623.37047
-3.0820699 1464.5054
.0000E + 00 0000E+00.0000E + 00 3441 4 23.33417 3.0802812 1464.4708 0000E+ 00 0000E +00 0000E + 00 3481 746.76747
.10096631E-02 1464.2141 0000E+00 0000E + 00 0000E + 00 3521 423.36837 3.0866129 1464.4888
.0000E + 00 0000E +00
.0000E + 00 3561 4 23.35458 3.0762415 1464.4671
.0000E + 00.0000E + 00.0000E + 00 3601 746.80825
.53157108E-02 1464.2394
.0000E + 00 0000E + 00.0000E + 00 3641 423.40437 3.0921234 1464.4449
.0000E + 00 0000E + 00.0000E + 00 3681 423.36540 3.0685864 1464.4606
.0000E + 00 0000E + 00.0000E + 00 3721 746.73008
.16471092E-01 1464.3309
.0000E + 00 0000E+00.0000E + 00 3761 423.13793
-3.1079614 1464.3539
.0000E + 00.0000E + 00.0000E + 00 3801 -622.83741 3.0474756 1464.4389
.0000E + 00 0000E +00 0000E + 00 3841 745.86575
.25766961E-01 1464.5381
.0000E + 00 0000E + 00.0000E + 00 3881 422.41964
-3.1062130 1464.1733
.0000E + 00 0000E + 00.0000E + 00 TOTAL 31392.291 56464525E 02 242997.97 1.3860626 1014.4591
.21610023E 01 i
a k
l NEW TITLE-FOAKE-Walk Way & AIR Bame U.P. (Es) combined POST DATA FILE 13 NAME=fle13.dat c...
c"* REACTIONS.
c"*
PRINT REACTION FORCES PER NODE
""* POSTI REACTION FORCE USTING *"**
LOAD STEP 1 ITERATION =
1 SECTION= 1 FREQ= 1:0000 LOAD CASE = 1 THE FOLLOWING X,Y,Z FORCES ARE IN GLOBAL COORDINATES NODE FX FY FZ MX MY MZ 9 321.31955
.0000E + 00 0000E +00
.0000E + 00.0000E + 00.0000E + 00 29 304.55742 19.961748
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 40 -2.5230865 42.769836 6717.2045 1770.5807 319.41875 38992621 49 327.28804 43.088288
.0000E + 00.0000E + 00.0000E + 00 0000E + 00 69 309.13735 61.491242
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 89 318.10458 85.235866
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 109 322.28510 109.40105
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 129 299.85963 124.20593 0000E + 00.0000E + 00.0000E + 00.0000E + 00 149 279.38197 137.77594
.0000E +03
.0000E + 00.0000E + 00.0000E + 00 160 17.867998 37.118191 6760.7958 1452.5601 937.57817 38008917 169 293.44959 169.42320
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 189 279.33413 186.64510
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 209 281.21795 215.78613
.0000E + 00.0000E + 00 0000E +00
.0000E + 00 229 267.42554 234.52590
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.0000E + 00.0000E + 00.0000E +00
.0000E + 00 269 219.14768 249.89003
.0000E + 00
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.0000E + 00 309 196.02569 293.37317
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429 70.470019 354.27671-
.0000E + 00
.0000E + 00 0000E + 00.0000E + 00 449 49.355128 374.88942
.0000E + 00.0000E + 00.0000E + 00.0000E + 00 469 25.391923 367.40588
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.0000E+ 00.0000E + 00 509 -23.338252 356.07292
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.0000E + 00.0000E + 00.0000E + 00 520 -35.237301 1.0546671 6974.3813 289.96717 1446.2923
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.0000E + 00
.0000E + 00.0000E + 00.0000E + 00 f
549 70.496842 354.41156
.0000E + 00
.0000E + 00.0000E + 00.0000E + 00 1
4 s
589 -96.596745 356.77937 0000E+00 0000E +00 0000E + 00.0000E + 00 589 122.15220 350.84878 0000E +00 0000E +00 0000E +00 0000E+00 809 140.30100 338.71852 u000E+00 0000E + 00 0000E+00 0000E+00 629 156.37973 315.07892 0000E + 00 0000E +00 0000E + 00 0000E + 00 640 43.916789 15.567723 8915.8519
-863.74032 1302.9273
.35723200 649 184.73262 319.98629 0000E +00 0000E + 00 - 0000E+ 00 0000E+00 689 192.52649 288.13625 0000E +00 0000E + 00.0000E + 00 0000E+00 g
689 213.98225 278.86709 0000E +00 0000E +00 0000E + 00 0000E+00 709 239.44373 273.03324 0000E +00 0000E +00 0000E+00 0000E+00 i
729 248.08577 248.08577 0000E +00 0000E +00 0000E + 00.0000E + 00 749 -251.37724 220.45192 0000E +00 0000E+00 0000E+00 0000E+00 700 27.190002
-29.787087 6808.2132 1398.1264 952.25861
.38173597 789 280.00662 214.AM m 0000E+ 00 0000E+ 00 0000E+ 00 0000E+00
)
789 -271.12144 181.15755 0000E + 00 0000E + 00 0000E + 00 0000E +00 1
800 -283.20011 163.50666 0000E+00 0000E +00 0000E+ 00 0000E+00 829 -309.23979 152.50019 0000E+00 0000E+00 0000E+00 0000E+00 849 -311.45076 129.00713 0000E+00 0000E+00 0000E+00 0000E +00 809 299.49351 101.86435 0000E +00
.0000E + 00 0000E+00 0000E+00 f
880 13.809153
-40.156588 6721.4475 1742.0559 382.08836
.39804767 l
889 -316.61267 84.836100 0000E +00.0000E + 00 0000E + 00.0000E + 00 1
909 -305.77418 80.822286 0000E+ 00.0000E + 00 0000E +00 0000E+00 929 -322.64389 42.476873 0000E+00 0000E+00 0000E +00 0000E+00 949 432.84009 21.815492 0000E +00 0000E+00 0000E+00.0000E+00 1
I 989 -315.25350
.24567706E 08.0000E+00 0000E +00 0000E +00
.0000E + 00~
l i
989 302.23383
-19.809452
.0000E + 00 0000E + 00 0000E +00 0000E + 00 i-1000 2.5706379
-42.746135 6807.8927 1770.3231 4 17.97740
.39333678 l
1009 -326.04146
-42.924173 0000E + 00.0000E + 00 0000E +00 0000E+00 1
1029 -312.09482
-62.079520 0000E+ 00 0000E+00.0000E + 00 0000E+00 1049 -321.55144
-86.159448 0000E+ 00 0000E +00 0000E +00 0000E +00 s
1069 -318.75160 108.20159 0000E +00
.0000E + 00 0000E +00
.0000E +00 J
1089 -293.23429 121.46162 0000E + 00 0000E +00
.0000E + 00 0000E+00 l
1109 -281.32323
-138.73327 0000E + 00.0000E + 00.00LDE + 00 0000E +00 1120 17.593586
-37.251304 6736.8569
-1447.4163
-944.36602
.38253742 I
1129 301.07330 173.82475
.0000E + 00 0000E +00 0000E+00 0000E+00 1149 276.94553
-185.04909 0000E+ 00 0000E +00
.0000E + 00.0000E + 00 l
1169 -274.07866 210.30795 0000E +00
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1189 -267.98894
-235.01999 0000E + 00.0000E +00 0000E+00 0000E+00 1209 -242.61578
-242.61578 0000E + 00 0000E+00 0000E +00 0000E+00 1229 -219.98610 250.84808 0000E + 00.0000E + 00 0000E +00
.0000E + 00 1240 28.178470 25.849898 6839.4894
-899.94017
-1325.8621
.36305741 l
1249 220.03020
-286.74895 0000E+00.0000E + 00.0000E + 00.0000E + 00 l
1260 195.89208 293.17321 0000E + 00.0000E + 00 0000E + 00 0000E+ 00 f
1289 183.95353 318.61686 0000E + 00.0000E + 00 0000E +00
.0000E + 00 l
1309 166.46139 4 37.55030 0000E + 00.0000E + 00.0000E + 00 0000E +00 1329 137.60070 432.19748 0000E + 00.0000E + 00
.0000E + 00.0000E + 00 4
1349 112.24908
-330.67512
.0000E + 00.0000E + 00.0000E + 00 0000E+00 1360 33.421465 12.578847 6938.5472 292.15774 1466.9689
.34295244 1360 -97.234016
-362.88229
.0000E + 00.0000E + 00 0000E+ 00 0000E + 00 4
l 1389 71.082833 457.35753 0000E+ 00.0000E + 00 0000E+00 0000E+00 l
1409 49.429764 375.45633
.0000E + 00.0000E + 00.0000E + 00 0000E +00 i
1429 25.368781 387.05280
.0000E + 00.0000E + 00 0000E +00 0000E +00 1-1449.14393867E 08 -369.40504
.0000E + 00.00005 + 00.0000E + 00.0000E + 00 1469 23.200528
-353.97166
.0000E + 00.0000E + 00 0000E+00 0000E+00 1
17 f
~-
~
1 l
i 1480 36.308036 1.0218986 8970.3897 291.51836 1449.1586
.33803491
)
1480 49.446631 4 75.57688 0000E +00 0000E +00 0000E+00.0000E + 00 1509 70.507140
-364.46333 0000E+00 0000E+00 0000E+00.0000E + 00 e
1529 96.015752
-368.33566 0000E + 00 0000E +00 0000E +00 0000E + 00 1549 122.7N89 361.73013 0000E +00 0000E+00 0000E +00 0000E +00 1
1500 140.50625
-339.21210 0000E +00 0000E+00.0000E +00 0000E +00 4
1589 156.19188 316.72539
.0000E + 00 0000E+00 0000E +00 0000E +00 j
g 1800 33.967532 15.440915 6917.7670 866.58122 1300.3373 -
36009620 l
1000 186.12786
-322.38280 0000E +00 0000E + 00.0000E + 00 0000E + 00 j
1629 190.70749 286.41393 0000E +00 0000E +00 0000E+00.0000E + 00 1649 209.82919
-273.46473 0000E +00 0000E+00 0000E+00 0000E +00 I
1989 239.34436
-272.919N 0000E+00.0000E+00 0000E+00.0000E + 00 j
1689 252.36712 252.36712 0000E +00
.0000E +00 0000E+00.0000E + 00 i.
1700 251.61492
-220.00036 0000E + 00 0000E +00
.0000E + 00 0000E +00 l
1720 26.874929 30.n94n99 6814.1991 1391.1302
-980.92597
.37877874 4
1729 272.25463 208.90833 0000E+00 0000E+00.0000E+00 0000E+00 l-1749 200.96427
-180.37768 0000E+00 0000E+00.0000E +00
.0000E +00 1789 290.46207 167.89836
.0000E + 00 0000E+00.0000E +00
.0000E + 00 1789 306.62346 151.20906 0000E +00 0000E+00.0000E + 00 0000E + 00 1809 299.47314 124.04583 0000E + 00 0000E+ 00.0000E + 00.0000E + 00
{
1829 296.80842
-100.34564 0000E + 00 0000E +00 0000E +00 0000E+ 00 1840 14.138368 40.074143 6741.5626 1744.4848
-372.98173
.40218938 i
1849 326.79827
-87.564796
.0000E + 00 0000E +00 0000E+00.0000E + 00 3
1889 310.37737 61.737898 0000E +00 0000E+00 0000E+00.0000E + 00 i
1889 317.36475 41.780546
.0000E + 00 0000E+00 0000E+00.0000E + 00
)
1909 331.67615
-21.739203
.0000E + 00 0000E+00.0000E + 00.0000E + 00 l
2001 2017.5847 161.69158 37.868800
.0000E + 00 0000E+00 0000E+ 00 2041 1196.5159 306.47874 40.081812 0000E + 00 0000E+00 0000E + 00 l
2081 1928.6378 677.25669 35.394061 0000E+ 00.(000E + 00 0000E+00 I
2121 1861.2008 944.84109 32.110861 0000E +00 0000E +00 0000E + 00 2161 1046.5745 768.27271 32.031099 0000E +00 0000E+00
.0000E + 00 2201 1000.3232 1406.3949 26.647849 0000E + 00 0000E +00
.0000E + 00 j
2241 1424.3327 1647.8100 24.886774 0000E +00 0000E+00 0000E +00
'2281 742.80149 1186.5014 25.491044 0000E+00.0000E + 00 0000E + 00 1
2321 1006.9191 2004.9604 22.461822 0000E+ 00 0000E+ 00
.0000E +00 2361 738.06944 2162.0181' 21.229683 0000E +00 0000E +00 0000E +00 l
2401 254.49893 1434.3459 23.144525 0000E +00 0000E +00 0000E + 00 l
2441 172.27947 2306.7915 20.430709 0000E +00 0000E+00 0000E + 00 j
2481 132.00873 2333.2562 20.421815 0000E +00 0000E +00
.0000E + 00 2521 313.21800 1428.8931 22.869972 0000E +00 0000E +00 0000E + 00 j
2561 -730.22105 2178.7822 21.176016 0000E + 00 0000E +00
.0000E + 00 l
2601 -993.68287 2063.6481 21.857372 0000E +00 0000E +00
.0000E + 00 2641 -822.25439 1164.0621
,24.825746 0000E + 00.0000E + 00
.0000E + 00 l
1 2681 1461.9419 1660.6016 23.630340 0000E + 00 0000E+00 0000E + 00 5
2721 1633.2263 1440.0903 24.778800 0000E +00 0000E + 00
.0000E + 00 2761 1132.0123 692.78509 28.896891
.0000E + 00 0000E +00
.0000E + 00 l
1889.9912 902.20110 29.225150 0000E +00 0000E +00
.0000E + 00 2001 2841 1971.3362 663.37929 31.847436 0000E +00 0000E +00
.0000E + 00 7
i 2881 1231.5672 178.24933 38.353466 0000E+00 0000E+00 0000E +00 i
2921 -2019.9007 100.51853 37.805485 0000E +00 0000E +00
.0000E + 00
]
2961 -2024.8483 161.57216 38.685268 0000E + 00 0000E + 00 0000E +00 3001 -1204.4128
-307.57088 39.894007 0000E + 00.0000E + 00
.0000E + 00 3041 -1907.0176 671.26324 33.935466 0000E +00 0000E +00 0000E + 00 i
l 7
j 3081 -1831.4367 936.59286 30.745815 0000E +00 0000E +00 0000E +00 3121 1063.6249 773.02806 30.268373 0000E +00 0000E +00 0000E+00 j
3161 1593.9787
-1400.4817 26.282073 0000E +00 0000E +00 0000E +00 2
3201 -1424.0114
-1647.2321 24.689100
.0000E + 00 0000E + 00 0000E+00 j
3241 736.14528 1177.2257 26.231300 0000E+00 0000E+00 0000E +00 3281 1011.0234 ~
2013.3243 22.980040 0000E +00
.0000E + 00 0000E+00 3321 742.73731 2171.0482 21.940772 0000E + 00 0000E +00 0000E +00 s
i 3361 252.23578 1424.9046 23.641999 0000E + 00 0000E +00 0000E +00 3401 172.10973
-2313.3298 20.718270 0000E +00 0000E +00 0000E +00
^
3441 132.82189
-2329.5523 20.375058
,0000E + 00 0000E + 00 0000E +00 3481 312.96245 1428.8983 22 sannA4 0000E +00 0000E +00 0000E+00 3521 729.46275
-2178.5700 20.830636
.0000E +00 0000E+00 0000E+00 3561 996.75683
-2066.5578 21.580351 0000E + 00.0000E+ 00.0000E +00
}-
3601 8'18.02544
-1156.5132 24.598405 0000E+ 00 0000E + 00 0000E +00 j
3641 1469.8676
-1648.6492 23.747669 0000E+00 0000E+00 0000E+00 l
3681 1634.7006 1441.8810 24.579114 0000E +00 0000E+00 0000E +00 j
3721 1142.7270
-700.82138 29.000455 0000E+00 0000E+00 0000E +00 j
3761 1876.9386 4 94.32367 28.193132 0000E+00 0000E + 00 0000E+00 3801 1965.0027 447.61075 31.247215
.0000E + 00 0000E + 00 0000E + 00 l
3841 1249.1861-182.91484 36.753491 0000E +00 0000E + 00 0000E+00 j
3881 2017.7156
-100.13000 37.220151
.0000E + 00.0000E + 00 0000E +00 TOTAL 16.145198 24.861988 110684.64 2.0868658 1.1008808 5.9124291 1
i ACTIVE COORDINATE SYSTEM SET TO 1 (CYUNDRICAL) -
i DISPLACEMENTS, FORCES, AND COMPONENT STRESSES WILL BE f.XPRESSED IN THIS SYSTEM i
PRINT REACPON FORCES PER NODE
]
- "" POST 1 REACTION FORCE USTING "*"
5 1
1 j
LOAD STEP 1 ITERATION =
1 SECTION= 1
[
FREQ= 1.0000 LOAD CASE = 1 l
THE FOLLOWING X,Y,Z FORCES ARE IN COORDINATE SYSTEM 1
)
i NODE FX FY FZ MX MY MZ 9 321.31965
. 20439488E 05 0000E +00
.0000E + 00 0000E +00
.0000E + 00 3
29 305.21090
. 29970328E4.0000E+00.0000E + 00
.0000E + 00.0000E + 00 40 3.0810833 42.733263 6717.2045 1797.1257 85.578896 38992621 l
j 1
49 330.11219
.41943423E 06 0000E +00
.0000E + 00 0000E + 00 0000E +00
]
}
69 315.19371
.14366011E G 0000E + 00 0000E +00
.0000E + 00.0000E + 00 l
j*
89 329.32610
.17613912E 05 0000E +00
.0000E + 00
.0000E + 00.0000E + 00
)
j' 109 340.34728
.18161353E 05.0000E+00.0000E + 00
.0000E + 00.0000E + 00 l
l 129 324.56573
.12597469E45.0000E+00.0000E + 00
.0000E + 00.0000E + 00 0
j 149 311.50681
.24159435E 05.0000E+00.0000E + 00
.0000E + 00.0000E + 00
]
i 160 3.0849554 41.079296 6760.7958 1726,7430 85.686461 38008917 i
169 338.84640
.24632428E45 0000E +00 0000E +00 0000E+00 0000E+ 00 f
f 189 335.96230
.31363124E45 0000E + 00.0000E + 00 0000E +00 0000E +00 209 354.46747
.41716759E 05 0000E +00
.0000E + 00 0000E +00
.0000E + 00 I
l 229 355.89483
.19755466E45 0000E + 00.0000E + 00
.0000E + 00.0000E + 00 4
249 333.64307
.15013710E 05.0000E+00.0000E + 00
.0000E +00
.0000E + 00 i
d i
29 j
200 332.37138
.25329107E-06 0000Eo00 0000Eo00 0000Eo00 0000E +00 280 3.A20A M 9 38.131508 6866.7308 1801.0822 100.82139
.36825626 289 368.77122
. 36675963E45 0000E + 00 0000E +00 0000E + 00 0000E +00 300 352.83092
.35529121E 05 0000E + 00 0000E +00 0000E +00 0000E+00 329 363.09009
.33681511E45 0000E + 00 0000E +00 0000E +00
.0000E + 00 349 377.07061
.36307730E46 0000E + 00 0000E+00 0000E+00 0000E+00 300 364.00410
.19809367E46 0000E +00 0000E +00 0000E+00 0000E +00 g
389 349.31408
.30698293E46 0000E +00 0000E +00 0000E + 00 0000E +00 400 3.4'mnaan 35.552862 6945.0962 1492.1891 96.539681
.33973216 409 372.59060
.25873231E45.0000E+00 0000E +00 0000E +00 0000E+00 429 361.21740
.48017978E-06 0000E + 00 0000E + 00 0000E+00 0000E +00 449 378.12432
.45004836E45 0000E+ 00
.0000E + 00 0000E+00 0000E+00 400 388.23713
.34004828E 06.0000E+00 0000E +00 0000E+ 00 0000E+00 489 370.23735
.23565629E 05.0000E + 00 0000E+00 0000E + 00 0000E + 00 509 356.83093
.33940246E 06 0000E+ 00.0000E +00 0000E+00 0000E+ 00 520 3.5637488 36.073603 6974.3813 1471.7674 98.707425 34842729 529 379.88490
.28206780E 06 0000E +00 0000E+00 0000E +00 0000E +00 549 361'.36489
.23200468E 05 0000E + 00 0000E+00 0000E+00 0000E +00 569 369.36619 45506480E-05 0000E +00 0000E +00 0000E +00
.0000E + 00 589 380.01619
.43183318E 05 0000E +00 0000E+ 00 0000E +00
.0000E + 00 609 386.62628
.14244264E45 0000E +00
.0000E + 00 0000E +00 0000E+ 00 629 361.30839
.37418642E 06 0000E + 00 0000E+00 0000E + 00 0000E +00 640 3.4763409 37.158645 ON5.8519 1500.2383 96.567411
.35723209 649 300.46624
.53101587E45.0000E+00 0000E +00 0000E+00 0000E +00 669 346.53852
.32364912E 05.0000E+00 0000E +00 0000E+00 0000E +00 689 351.50428
.31897472E45.0000E+00 0000E +00 0000E+ 00 0000E+00 709 363.15348
.24457204E-05.0000E+00 0000E +00 0000E +00
.0000E + 00 729 350.84626
.47383527E-05 0000E +00 0000E+00 0000E +00 0000E+00 749 334.34947
.39616068E45.0000E+00 0000E+00.0000E + 00 0000E + 00 700 3.4435961 40.188164 6808.2132 1688.9066 96.647892
.38173597 769 352.94062
.29736549E-05.0000E+00 0000E+00.0000E + 00.0000E + 00 789 326.07498
.97997588E46.0000E+00 0000E + 00 0000E +00
.0000E +00 809 327.01132
.22683519E-05.0000E+00 0000E +00 0000E +00
.0000E + 00 829 344.79785
.36879414E 05.0000E+00.0000E + 00.0000E + 00 0000E +00 849 337.11187
.25861305E-05 '.0000E +00
.0000E + 00.0000E + 00.0000E + 00 869 316.27837 30950332E 05.0000E+00 0000E +00
.0000E + 00.0000E + 00 880 2.9453282 42.362358 6721.4475 1781.5886 81.808226
.39604767 889 327.78156
.30809176E-05.0000E + 00 0000E +00
.0000E + 00 0000E +00 909 311.76466
.29653039E45.0000E+00 0000E + 00.0000E + 00.0000E + 00 929 325.42797
.12142298E45.0000E+00 0000E +00
.0000E + 00 0000E +00 949 333.55425
.26452859E 05.0000E+00.0000E + 00.0000E + 00.0000E + 00 l
909 315.25350
.20029053E45.0000E+00 0000E +00 0000E +00 0000E +00 989 302.88232
.28930505E 05.0000E+00 0000E +00 0000E + 00 0000E + 00 ll 1000 3.0308451 42.715972 6697.8927 1796.6822 84.183501 39333678 i
1009 328.85486
.39027586E-05.0000E+00.0000E + 00 0000E + 00.0000E + 00 1029 318.20912
.30381387E45.0000E+00 0000E +00
.0000E + 00 0000E + 00 j
j 1049 332.89454
.31480568E45.0000E+00.0000E + 00 0000E + 00.0000E + 00 j
1069 336.61576
.14494591E45.0000E+00 0000E + 00.0000E + 00.0000E + 00 j
1089 317.39451
.27084196E45 0000E + 00 0000E +00
.0000E +00
.0000E+ 00 1109 313.67129
.24302861E45 0000E + 00 0000E +00 0000E +00 0000E + 00 j
1120 3.3891599 41.067309 6736.8589 1725.6818 94.135919
.38253742 1129 347.64960
.30773867E45.0000E+00 0000E + 00 0000E + 00.0000E + 00 1149 333.07966
.19297803E45.0000E+00.0000E + 00.0000E + 00.0000E + 00 1
i 3 '>
1169 345.46859
.27252852E 05 0000E +00 0000E +00 0000E +00 0000E +00 1189 - 356.44420
.30524805E45 0000E +00 0000E+00 0000E+ 00 0000E +00 1209 343.11053
.46279112E 05.0000E + 00 0000E +00 0000E +00 0000E +00 1229 333.64298
.31280121E45.0000E+00.0000E + 00 0000E +00 0000E + 00 1240 3.3541381 38.091904 6839.4894 1599.7260 93.163168 36305741 1249 361.43014
.35918587E45 0000E+00 0000E +00 0000E +00 0000E+00 1269 352.59642
.23101107E45 0000E +00
.0000E + 00 0000E +00 0000E +00 g
{
1289 367.90706
.51595600E05. 0000E+00 0000E +00 0000E + 00 0000E + 00 4
1309 376.38366
.35506013E45 0000E + 00 0000E +00 0000E + 00 0000E + 00 1329 359.56797 2A9Q9AAAE05 0000E+00.0000E+ 00 0000E +00
.0000E + 00 1349. 349.20752
.44450064E 05 0000E +00 0000E+ 00 0000E + 00 0000E +00 i
1360 3.5001220 35 'Mm1 6938.5472 1491.6332 97.217982
.34295244 l
1369 375.68339
.35336464E 05.0000E+00 0000E+00 0000E+00 0000E +00 l
1380 364.35858
.34495971E45 0000E + 00 0000E + 00.0000E + 00 0000E+00 1
1400 378.69813
.2mmnonn4E 05 0000E+00 0000E+00 0000E+00 0000E+00 l
1429 387.88328
.33741890E 05 0000E+00 0000E+00 0000E+00 0000E+00 1449 '300.40504
.23daiaAAF45 0000E + 00 0000E+00 0000E +00
.0000E + 00 i
1469 354.73117
.33896789E 05.0000E + 00 0000E+00.0000E + 00 0000E + 00 1480 3.AQAAAAn 35.140246 6970.3897 1474.8092 99.869508
.33803491 1489 378.81769
.27371525E45.0000E+00'.0000E + 00 0000E +00 0000E +00 i
1509 361.40768
.35641161E45 0000E + 00 0000E+ 00 0000E+ 00 0000E+00 1529 370.97638
.13719443E45.0000E+00.0000E + 00 0000E +00 0000E +00 1549 382.01249
.28180828E45 0000E + 00 0000E+00 0000E +00
.0000E + 00
}
1569 367.16053
.35814060E45 0000E +00 0000E+00 0000E+00.0000E + 00 l
1589 353.14418
.27098730E 05 0000E + 00 0000E +00 0000E +00 0000E+00 1
1600 3.6115418 37.137203 6917.7670 1559.4157 100.31272
.36009520 1809 372.25569
.27046609E45.0000E+00 0000E +00 0000E+00 0000E + 00 1629 343.26441
.19901264E-05.0000E+00 0000E+00.0000E +00 0000E +00 1649 344.68214
.40551706E 05.0000E+00 0000E+00 0000E+ 00.0000E + 00 1669 363.00276
.20147207E 05.0000E+00 0000E+00 0000E +00
.0000E + 00 1689 356.90100
.16046395E 05.0000E+00 0000E+00 0000E +00 0000E +00 1709 334.66560
.11454456E 05.0000E+00 0000E + 00 0000E +00.0000E + 00 1720, 3.0426919 40.181586 6814.1991 1688.6325 84.512573
.37877874 1729 343.16945
.20827492E45.0000E+00.0000E + 00 0000E+ 00.0000E + 00 1749 324.67124 26982245E 05.0000E + 00 0000E + 00.0000E + 00.0000E + 00 1769 335.39671
.36381916E 05.0000E+00.0000E + 00 0000E +00 0000E +00 1789 341.88067
.51236090E45.0000E+00 0000E +00 0000E +00 0000E +00 1809 324.14739
.10413928E-05.0000E+00 0000E + 00 0000E+00.0000E +00 1829 312.17553
.27332965E 05.0000E + 00.0000E +00
.0000E + 00.0000E + 00 1840 3.2846537 42.367926 6741.5526 1781.5777 91.233194
.40218938 l
1849 338.32439
.31835601E45.0000E+00 0000E+ 00 0000E + 00.0000E +00 1869 316.45802
.27027863E45.0000E+00.0000E + 00.0000E + 00 0000E +00 1889 320.09319
.42071983E.05.0000E+00.0000E + 00 0000E + 00 0000E +00 1909 332.38782
.31001583E 05.0000E+00.0000E + 00 0000E + 00 0000E + 00 2001 2017.5847 161.69157 37.868800
.0000E + 00.0000E + 00 0000E +00 2041 1225.2916 147.81062 40.081812
.0000E + 00 0000E + 00.0000E + 00 2081 2038.2000 155.01152 35.394061
.0000E + 00 0000E + 00 0000E + 00 2121 2071.8699 164.49201 32.110861
.0000E + 00.0000E + 00 0000E+ 00 2161 1289.6304 142.55643 32.031099 0000E +00 0000E +00 0000E + 00 2201 2125.7807 141.55304 26.647849
.0000E + 00.0000E + 00 0000E + 00 4
2241 2172.3329 158.02230 24.885774
.0000E + 00.0000E + 00 0000E + 00 2281 1393.3820 133.15088 25.491044
.0000E + 00 0000E +00
.0000E + 00 2321 2239.7975 130.45770 22.461822
.0000E + 00.00NE + 00 0000E + 00 3I
_ _ ~
2361 2279.8874 145.49048 21.229583 0000E + 00 0000E + 00 0000E +00 2401 1451.3404 125.41085 23.144525 0000E +00 0000E+00 0000E+00 2441 2309.5436 130.29111 20.430709 0000E +00 0000E +00 0000E + 00 2481 '2333.2562 132.00871 20.421815 0000E + 00 0000E +00 0000E +00 2521 1457.3533 124.05451 22.869072 0000E+00 0000E +00
.0000E + 00 2561 2293.5372 141.42902 21.176016 0000E+00 0000E+00 0000E +00 2001 2286.8282 128.31930 21.857372 0000E + 00.0000E + 00 0000E + 00 2641 1419.2345 130.06214 24.825746 0000E +00 0000E+00 0000E+00 2681 2199.4841 155.01385 23.630340 0000E +00 0000E + 00
.0000E + 00 2721 2173.1630 136.56776 24.778009 0000E+ 00 0000E+00 0000E +00 2761 1319.8260 139.50204 28.896891 0000E +00 0000E+00 0000E+00 2801 2087.8809 163.68649 29.225150 0000E+00 0000E+00 0000E+ 00 2841 2071.3146 150.75395 31.847436 0000E +00 0000E +00 0000E+ 00 2881 1235.7368 146.57739 38.353465 0000E+00 0000E+00 0000E + 00 2921 2015.7405 163.99135 37.805485 0000E+ 00 0000E +00 0000E + 00 2961 2024.8483 161.57215 38.685268 0000E +00
.0000E +00 0000E +00 3001 1234.2549 147.73215 39.894007 0000E+00 0000E+ 00 0000E +00 3041 2015.7732 154.81801 33.935466 0000E +00 0000E+ 00.0000E + 00 3081 2050.4454 164.43848 30.745815 0000E +00 0000E+ 00 0000E +00 3121 1298.9804 142.65024 30.268373
.0000E + 00 0000E + 00 0000E +00 3161 2117,1476 140.72412 26.282073 0000E + 00 0000E + 00 0000E +00 3201 2171.8971 157.84086 24.660100 0000E +00 0000E+00 0000E +00 3241 1381.4840 133.41963 26.231309 0000E +00
.0000E + 00 0000E +00 3281. 2249.1016 131.09018 22.989049 0000E +00
.0000E + 00 0000E+00 3321 2290.0202 144.62435 21.940772 0000E +00
.0000E + 00.0000E+ 00 3361 1441.6356 125.15137 23.641999 0000E +00 0000E+00.0000E + 00 3401 2316.0038 131.31281 20.718270 0000E + 00 0000E+00 0000E+00 3441 2329.5523 132.82187 20.375058 0000E +00 0000E+00 0000E+ 00 3481 1457.5237 123.77635 - 22.566064 0000E +00 0000E+00.0000E + 00 3521 2293.1417 140.74993 20.830636 0000E +00 0000E+00 0000E +00 3561 2289.3863 129.50456 21.580351
.0000E +00 '.0000E + 00 0000E + 00 3601 1410.5826 130.17419 24.598405
.0000E + 00 0000E + 00 0000E +00 3641. 2196.5507 154.39812 23.747669
.0000E + 00 0000E + 00 0000E + 00 3681 2175.4717 136.34398 24.579114
.0000E + 00 0000E +00
.0000E + 00 3721 1333.2193 139.64911 29.060455
.0000E + 00.0000E + 00.0000E + 00 3761 2072.6366 163.96128 28.193132
.0000E + 00 0000E +00
.0000E + 00 3801 2054.0169 149.83281 31.247215
.0000E + 00 0000E+00
.0000E + 00 3841 1253.9620 146.63070 36.753491 0000E +00
.0000E +00
.0000E + 00 3881 2013.5234 164.09126 37.220151
.0000E + 00 0000E +00 0000E + 00 TOTAL 124331.08 7520.3013 110684.64 26238.359 1484.9759 5.9124291 31
A @ CrtM G7VT'
.h ANSALDOl Un'Azenda FATww I
Rev Pag 6na Document no.
R=.
Page 1277 S3C 006 1
i 1
l APPENDIX 1 - Hydrostatic Load Evaluation l
l
(
I i
l l
i i
4 l
.ANSALDOl Un'Amenoa Favneccaruca Roge#8 leenenosovo Rev Pagina propot AP600 Doownent no.
n, Page 1277 - S3C - 006 1
2 Liquid loads l
The hydrostatic loads due to the PCS water buoyancy has to be considered as follows:
if p = water weight density = 62,43 lb/ft3= 1 t/m3 at the various water depht the following lateral pressure have been obtained (see Fig.1.1):
qi = 62,43
- 24' = 1500 psf = 7315 Kg/mq q2 = 62,43
- 19' = 1186 psf = 5790 Kg/mq q3 = 62,43
- 14' = 874 psf = 4266 Kg/mq q4 = 62,43
- 9' = 562 psf = 2745 Kg/mq qs = 62,43
- 4' = 250 psf = 1220 Kg/mq l
i
)
}
y e
l 1
i lANSALDOl Urf Abenda F%
n*
Pagina W
AP600 1277 S3C 006 3
4 T
U q5 s
O q4 q4 L
s O
y q3 h
s Ln y
q2 h
(D ql n
i I
ANSALDOl Un'Amende F.,.,wa N#vo Rev Pag 6na Project AP600 Document no.
p, 1277 S3C 006 -
1 1
1
]
APPENDIX 2 - Snow Imad Evaluation b
1 i
l l
9 9
lANSALDOI Un'Amende Femeccerwce Progetto identeestvo Rev Pagine Propet AP600 Doeument no.
nm.
Page 1277 S3C - 006 1
2
)
Snow load Ground Snow Load
= P, = 75 psf Exposure factor
= C, = 1.0 Importance factor
=I
= 1.2 So, for the PCS roof slab the snow load is:
P = 0.7 Ce
- I
- P, = 0.7
- 1.0
- 1.2
- 75 m 63 psf = 308 Kg/mq r
while, for the sloped conical roofis:
P, = Ci P, acting on the horizontal projection of the concrete roof surface.
The roof slope factor C, = 0.5 (see Fig. 8a of Ref. [10] for unobstructed warm roof) takes into account the roof surface typology that allows snow to slide of the caves all around.
So: P, = 0.5
- 63 = 31.5 psf = 154 Kg/mq.
i ANSALDOl bn'#m Frvneccaruce Progetto identHiceevo Rev Pagina Prokct AP600 Document no.
m Page 1277 S3C.006 1
1
)
l i
l 1
i l
APPENDIX 3. Wind Load Evaluation S
4 I
I
1 ANSALDUl Unhende Fwyneccanca m a*****ve a**
- **'a' p,
Probot AP600 1277 S3C 000 1
2 I
Wind Load Basic wind speed = 110 mph = V 1mportance factor = 1.11 = 1 Exposure' category = C Velocity Pressure:
qz = 0.00256 K,(IV)2 = 0.00256
- K, (1.11
- 110)2 = 38.17 K, At the various elevations we obtain (see Fig. 3.1):
G (gust factor) z [ft]
K, q,[psfl 6
0 0.80 30.54 1.32 60'.5 1.19 45.43 1.20 150' 1.55 59.16 1.135 172' 1.60 61.1 1.125 207'.25 1.69 64.51 1.1 h
307.25 - 160.5 According to Table 12 of Ref. [10],
g=
145 and D d > > 2.5 So: C, = 0.5 Because of the roof irregular shape, three different portion of this may be considered:
region I: from El.160'.5 to El. 250' region II: from El. 250' to El. 272' region III: from El. 272' to El. 307'.25 For each region, a global horizontal force applied at the elevation of the relative center of gravity, has been obtained as follows:
l l
l
l ANSALDOl Un'Aziende F s--
Progetto identHlomewe Rev Pagina Propet AP600 Do*um*at a*.
Pee
- 1277 S3C - 006 1
3 l
I 59.16 + 45.43,1.135 + 1.20
- 0.5
- 12978 = 396180 lb F
=
=
i 2
2 h 9: G C, A = i 61.1 + 59.16,1.125 + 1.135 0.5
- 2475 = 84085 lb i
F u
3 2
2 I
l 64.51 + 61.6,1.11 + 1.125 Fn 0.5
- 2820 = 98960 lb i
=
=
i 2
2 Each force will be applied to the finite element model (one quarter) in the X global direction as follows (see Fig. 3.2):
i F
l P = hnl- = 30.5 psf portion I (element 'S 31' to 'S 35'):
i l
portion II (element 'S 26' to 'S 30'):
Pu = b = 34 psf 11 F
portion III (element 'S l' to 'S 7'):
Pm = b uIE- = 35 psf r
t I
l I
l l
l j
ANSALDOl H
I Un'Abende Fwynecconce Progetto m
g, pp j
Prelect AP600 Desument no.
Page j
1277 S3C - 006 1
4 i
i 1
l j
i I
307.25 207.25' 1
I I
272*
n 72' I
250-150-1 l
l D = 145' / 2 l
l l
160 5 60 5' I
I l
100' 0
l l
i l
ANSALDOl Un'Azanda Fintneccanca Progetto th h h h
pp Project AP600 Document no.
p.g.
1277 S3C - 006 1
5 1
l l
80'/2 in F III cu
=
Afl!!.= 2820 sf gn F II N
Afil = 2475 sf g
0 FI Afl = 12978 sf j
=
co l
t 14 5'/ 2 l
i l
Fig. 3.2 Wind Static Forces Evaluation
ANSALDO l
f I
Un'Adende Runeesenlos 4
$*6 4
leendemeeve Rev.
Pegina a
o
=4 a..
n.v.
p i
Ab 1277 S3C 007 A
450
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ij j
i.
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1 1
I i
l 4
4 APPENDIX 5 nennat evaluation a
I i
4
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i i
i 3
4 i
Tenom. %
lANSALDOI UWAmende Pinmessenlee hegegee Wemmesere
- new, pagine heleet Deeument no.
new.
Pege AP600 1277 S3C 007 A
451
'Ihe following cases are taken into account:
case "a": when the water temperature in the PCS tank is +40*F and the external temperature is -40 *F: there is a global ternperature decrement.
case "p": when the water ^uweare in the PCS tank is +40*F and the external temperature is + 115 'F: there is a global temperature inemment.
So in the TABLE A6 are collected, for the two cases, the difference of temperature in the walls of the model, near the PCS tank and far 'Ihe difference of temperature can be divided into 2 different values: a c4mige value, for a constant temperature in all the wall; and a gnaffent for a temperature variable in the wall thickness.
TABLE A6 near PCS far PCS CASE t,
t tw change gradient changs gradient o
[F]
[F]
[F]
[F]
[F]
[F1
[F) n 70
+40
-40 70 i40 110 0
p 70
+40
+115 7.5
- 37.5 45 0
Coupled Auxiliary & Shield fluildings Location of Seisnde Responses @ Elevation 180'-0" i
! 3197 N$
f i
3167 i
i e
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CONTAINMEffI i
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l 3187
c
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- -- - - ---- - i --
- - - - <> + - -, -@- e
.e g j
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g
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3008i g
.._ _,l... _. _7.. -
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- q,UPLED,,,,J---------+-----
c g
.._._._i.._....._,.....
a
._1 Je j
g e
m eOOO O@i 88@
O 3177
AP600 SEISMIC ANALYSIS - HARD ROCK CASE 6
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- - - - - 22 DAMPING 3r DAMPING NI 3008-1
....42 DAMPING
- - 5% DAMPING ELEV 180.00 (CM)
- - 7I DAMPING X (NS), DIRECTION
-- 10% DAMPING
--- 20 % DAMPING n
cn v
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/,.x.
/ *
~
O 2
8 101 10 10-1 10 Frequency (hz)
AP600 SEISMIC ANALYSIS - HARD ROCK CASE, 6
i i iiii i
i i
i i i i i i
i
- - - 2% DAMPING 3% DAMPING NI 3008-2
4%
DAMPING
- - 5% DAMPING ELEV 180.00 (CM)
- - 7% DAMPING Y (EW) DIRECTION
-- 10% DAMPING
--- 20 % DAMPING n
as v
c 4
o ee a
?..
L i =:
a o
o I
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t 1
2
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+
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u
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t a
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e }'
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i
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%. Q j,.
v
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- p
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=-
1 I
I I I I I I
I I
I I I I I I
I I
I I I I I O
10-1 10s 101 102 Frequency (hz)
AP600 SEISMIC ANALYSIS - HARD ROCK CASE 4
i i
i i i i i i i
i i
i i iii i
i i
i i i i i
- - - - - - 22 DAMPING NI 3008-3 31 DAMPING ELEV 180.00 (CM)
42 DAMPING Z (VT) DIRECTION
- - 5% DAMPING
- - 7% DAMPING
- 10% DAMPING
--- 20 % DAMPING
^
3 m
v C
D
(
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+
O fi L
fi G
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Ini 9
2 o
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1
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s
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g l l g l
l l
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E ! I I 101 102 0-1 10e Frequency (hz) e
AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 6
i i
i i i i..
i i
iiiii i
i i i i,
- - - - - 22 DAMPING 3r DAMPING NI 3008-1
4 2 DAMP ING
- - SI ~ DAMPING ELEV 180.00 (CM)
- - 7% DAMPING X (NS) DIRECTION
- 102 DAMPING
--- 20 2 DAMPING n
b v
C 4
o i
L W
!ii G
o o
4 i
- 'Y:l,N$
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I i i l l i
I I
I I I I I t
t t
t t t t t 2
0-1 10s 101 10 Frequency (hz) p
~
AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 6
i i iiii i
i iiiiii i
i i i i i i
--- --- 2 2 DAMPING 3% DAMPING NI 3008-2
4%
DAMPING
- - 52 DAMPING.
ELEV 180.00 (CM)
- - 72 DAMPING Y' ( W) DIRECTION
- 102 DAMPING-
--- 20r DAMPING m
m v
c 4
o
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+
o i
L i
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/
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_ = =
i i
i.
i i i i i
i i
i i i i i 0-1 10e 101 102 Frequency (hz)
1 i
AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 4
i i
i i i i ii i
i i
i iiii i
i i i i i i
-- - ----- 21 DAMPING NI. 3008-3 l
3% DAMPING ELEV 180.00 (CM)
4%
DAMPING Z (VT) DIRECTION l
j
- - 5% DAMPING
- - 7% DAMPING I
- 10% DAMPING I
--- 20% DAMPING t
i 3
^
on v
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f4 L
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a
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m
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I I
I i l iI I
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I t t t t t
t i
t t t t 0-1 10e 101 102 Frequency (hz)
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.00G CASE 6
i i
i a
8 8
- - - - - - - 22 DAMPING 3% DAMPING NI 3008-1
.4I DAMPING
- - 5% DAMPING ELEV 180.00 (CM)
- - 7% DAMPING X (NS) DIRECTION
- - 10% DAMPING
--- 20% DAMPING 1
n Ol v
c 4
o
-+*
O L
Q O
U<
- l
= 1
[ k s
2 ii U
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~ 55 j ***
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1 i
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m
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r
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s
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i i i ii g
g i e 1 i I g
g i
I I i I 0
2 10-1 10s 10t 10 Freqdency (hz)
_____2_
m---_
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.0*G 6
i i
iiiiii i
i i
i i iii i
i i
i iiii
....... 2 2 DAMPING
-32 DAMPING NI 3008-2
4%
DAMPING
- - 5% DAMPING ELEV 180.00 (CM)
- - 7x DAMPING Y (EW) DIRECTION
- - 102 DAMPING
--- 20I DAMPING m
a v
c 4
0
+
o 3'.
!i a
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i 4
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...... - 9 D... 6' sj p'
, -,NT,,,..
i i
i..i.
i i
i i iiii 0
-101 102 10-1 10e
~
Frequency (h')
z
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.0*G 4
i i
i i i i i i i
i i
i i i i i i
i i
i i i > i
- - - - - 22 DAMPING NI 3008-3 3% DAMPING ELEV 180.00 (CM)
-- -- 4 %. DAMPING Z (VT) DIRECTION
- -.5%' DAMPING 7% DAMPING
- 10 % DAMPING
--- 20 % DAMPING
^
3 oi v
C L
O
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f
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a xga,,n i, N.
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s
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I I
I I I I 8 I
I I
I I I I I t
t t t t i 2
0-1 10s 101 10 Frequency (hz)
....m
AP600 SEISMIC ANALYS~IS -
SOFT TO MEDIUM SOIL 2.0*G CASE 6
i i
i i i iii i
i i
i i i i i i
i i iii.
- - - 2% DAMPING 3% DAMPING NI 3008-1
- - - - - 4 2. D AMP I NG
- - 5% DAMPING ELEV 180.00 (CM)
- - 72 DAMPING X
.NS) DIRE CTION
(
-- 10% DAMPING
--- 20% DAMPING n
ci v
c 4
o O
L 0
1:1 g
u 5 i u
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t 4
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7.
Y -
,, ii, i
i i
i s e i n i
e i
i n i i n r-,
0-1 10e 101 102 Frequency (hz)
Ib ANALYSIS -
SOFT TO MEDIUM SOIL 2.00G 6
8
' s i i i 22 DAMPING
~ - - -
3r DAMPING NI 3008-2
4% DAMPING
- - 5% DAMPING ELEV 180.00 (CM)
- - 72 DAMPING Y (EW) DIRECTION
- - 102 DAMPING
--- 20 % DAMPING
^
^
on i
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c 4
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_=C
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0 2
10-1 10e 101 10 Frequency (hz)
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.0*G 4
i i
i i i i i i i
i i
i i i ii i
i i
i i i i
- - - - - 22 DAMPING NI 3008-3 3% DAMPING ELEV 180.00 (CM)
4%
DAMPING Z (VT) DIRECTION
- - 5% DAMPING
- - 72 DAMPING
- - 10%. DAMP ING
--- 20 % DAMPING
^
3 cn v
C O
+
a L
0
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4
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s ' \\.\\ +.
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, s-=. l
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l g
g g
g g g g l
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i i I t i I
I I
I I I I I 181 102 0-1 10e Frequency (hz)
AP600 SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 6
i i
i i i i i i i
i i
i i i ii i
i i
i i i i i
- - - - - 2% DAMPING 32 DAMPING NI 3008-1 4 r - DAMP ING ELEV 180.00 (CM)
- - Sr DAMPING
-- 72 DAMPING X (NS) DIRECTION
- 102 DAMPING
--- 20 2 DAMPING n
O) v c
4 o
5 5
Lo l'
i 5
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+
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/
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ww,-
g g
g g g g g
3 l
1 I i l i l
I I
I I I I I 1
8 0
10 0-1 10 Frequency (hz) l
AP600 SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 6
i i
i i i i i i
i i
i i i i i i
i i
i i i i i
- - - - - 22 DAMPING 3I DAMPING NI 3008-2
4 r DAMPING
- - Sr -DAMPING ELEV 180.00 (CM)
- - 7% DAMPING.
Y (EN) DIRECTION
- 101 DAMPING
--- 20% DAMPING n
O f
i 1.
I c
4 j
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i
!J
%\\
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iga i
i L
i i
a i i m
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u
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k-O
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7
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C.J I
I i
t i i I I
I I
I I I I t t
I I
I I I I I 2
0-1 10e 101 10 Frequency (hz)
AP600 SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 4
i L
4 8
4 I I I I
8 I
I I I I I I
I I
I I I I I
- - - - - 2% DAMPING NI 3008-3 3% DAMPING ELEV 180.00 (CM)
- - - -. 4 %. DAMP I NG Z (VT) DIRECTION
- - 5% DAMPING
- - 7% DAMPING
- - 10 % DAMPING
--- 2 01 DAMPING-
^
3 cn v
C O
i i
+'
i.
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5.:
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i 5
o Fr ti a
2 Q:-
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ca
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ll '
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1
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/
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x.
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. -/
f 1
I I
I t i i l
l I
I I I I I t
t 8
2 0-1 10s 101 10 Frequency (hz)
AP600 SEISMIC ANALYSIS - HARD ROCK CASE 6
i i.
i i i i ii i
i
- i.. iiii 2% DAMPING 3% DAMPING NI 3167-1 4% DAMPING 5% DAMPING ELEV 180.00 (N) 7% DAMPING X (NS) DIRECTION
- 102. DAMPING
--- 20% DAMPING
(
m a
v 1
C 4
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5 o
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.i
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M' il a
it
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u 2
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l i
I I I ii l
I i
iiiiI I
I I
I I I I I O
10-1 10s 101 102 Frequency (hz)
AP600 SEISMIC ANALYSIS - HARD ROCK CASE 6
22 DAMPING 3% DAMPING NI 3167-2 4% DAMPING 5% DAMPING ELEV 180.00 (N) 7%~ DAMPING Y (EW)- DIRECTION
- 10% DAMPING
--- 20 % DAMPING n
01 v
D f:t.
- ii
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!i o
i!
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O U
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3
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t
= ! ~}'
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ll, d
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lw.5\\
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s,,,s,,. -
',,,s'-
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=
- i i e i e
i a
i e i e i e
i e
i I 8 I I T~7~,
2 0-1 les
~101 10 Frequency (hz)
_. ~ _ -
AP600 SEISMIC ANALYSIS - HARD ROCK CASE 4
i i
i i i i ii i
i i i iii i
2I DAMPING NI 3167-3 3%.QAMPING ELEV 180.00 (N) 4% DAMPING Z (VT) DIRECTION St DAMPING
~
7% DAMPING
- 10% DAMPING
- 1
--- 202 DAMPING
- i 3
^
m
- }:i
! i v
C O
- .1
+-
a I
L
.g c4 3
!. l Y,.
o 2
il
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(
u x i t 5 :I.
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t i 'f i
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l l I l
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I $ $ l 0
10-1 10s 101 102 Frequency Chz)
AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 6
22 DAMPING 3r DAMPING NI 3167-1 4% DAMPING SI DAMPING ELEV 180.00 (N)
~
7% DAMPING X (NS) DIRECTION
- - 102 DAMPING
--- 202 DAMPING m
cn v
c 4
o
-+,
a g
t ca
!i li e
5:
o u
4 Y
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s-f,s,\\
I D
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t i
I i 1 1 1
I I
I I I I '
t t t t t 2
0-1
~ 10s 101 10 Frequency (hz) i__----__-_
l AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 6
i i
i i i i i i i
i i
i i i i i i
2% DAMPING 3% DAMPING NI 3167-2
- 42. DAMPING 5% DAMP 1NG ELEV 180.00 (N) 7% DAMPING Y (EW) DIRECTION
- - 10 % DAMPING
--- 20 % DAMPING' r~.
ci di U
5i
- I C
4
- i O
j
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N L
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10-1 10e 101 102 Frequency Chz)
AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 4
i i
i i i i ii i
i i-i i i i i i
i i i i i i 2r DAMPING NI 3167-3 3% DAMPING ELEV 180.00 (N) 4r DAMPING Z (VT) DIRECTION Sr DAMPING 7% DAMPING
- 10%~ DAMPING
--- 202 DAMPING 3
^
cn v
C O
a L
G o
2 o
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0 i
i 4
>. ' i;.,
il nh 5\\
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g g g l l
l l
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1 1 I I
I I
I ! I !
2 0-1 10e 101 10 Frequency (hz)
AP600' SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.0*G l
6 i
i
,,ii, 2I DAMPING 3% DAMPING NI 3167-2 4% DAMPING 5% DAMPING ELEV 180.00 (N) 7% DAMPING Y (EW)~' DIRECTION
- 10% DAMPING
--- 20 2 DAMPING n
h b
v C
4 0
- }
-+*
O
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ji U
- 5 5i 3i~-
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= W;-g: -f
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,i,,
i i
e iiiii i
i i
i iii 1
0-1 10e
- 101 102 Frequency (hz)
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.00G 6
i 22 DAMPING 32 DAMPING NI 3167-1 4r DAMPING 5% DAMPING ELEV 180.00 (N) 7% DAMPING X (NS) DIRECTION
- - 10 % DAMPING
--- 202 DAMPING n
b v
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AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM S0ll 1.00G 4
i i
i i i iii i
i i
i iiii i
i i i,,.
2% DAMPING NI 3167-3 3% DAMPING ELEV 180.00 (N)
~4%-DAMPING Z (VT) DIRECTION 5% DAMPING 7% DAMPING
~
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--- 20 % DAMPING
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AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.0*G 6
i i
i i iiii i
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i iiii 22 DAMPING 31 DAMPING I
.4 % DAMPING 52 DAMPING ELEV 180.00 (N) 72 DAMPING X (NS). DIRECTION
-- 10% DAMPING
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AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.00G 6
-iiii i
i i i ii i i
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i i
i 22 DAMPING 3% DAMPING NI 3167-2 4% DAMPING Sr DAMPING ELEV 180.00 (N)
~-
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9 AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.00G 4
i i
i i
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i ii i iii i
i i
i iii 22 DAMPING NI 3167-3 31 DAMPING ELEV 180.00 (N) 42 DAMPING Z (VT) DIRECTION 52 DAMPING 7% DAMPING
-- 10% DAMPING
--- 20% DAMPING
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0-1 10e 101 10 Frequency (hz)
AP600 SEISMIC ANALYSIS -
ENVELOPE OF-ALL SOIL CASES 6
i i
i i i i i i i
i i
i i i i i
i i i i i i 21 DAMPING 3% DAMPING NI 3167-1
- 42. DAMPING 5Z DAMPING ELEV.180.00 (N) 72 DAMPING X (NS) DIRECTION
- 10% DAMPING
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AP600 SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 6
i i
i iiiii i
i e'
i iiii i
i i
i i i i i 2% DAMP 1NG 3% DAMPING NI 3167-2 4% DAMPING ELEV 180.00 (N)
Sr DAMPING 7% DAMPING Y (EW) DIRECTION
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AP600 SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 4
i i
i i i i i i i
i i
i iiii i
i i
i i iii 22 DAMPING NI 3167-3 3r DAMPING ELEV 180.00 (N)
- 42. DAMPING Z (VT) DIRECTION 5%. DAMPING r--
7% DAMPING l
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AP600 SEISMIC ANALYSIS - HARD ROCK CASE 6
i i
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,,,, i 22 DAMPING 32 DAMPING NI 3197-1 4r DAMPING Sr DAMPING ELEV 180.00 (W) 7% DAMPING X (NS) DIRECTION
- 10% DAMPING
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AP600 SEISMIC ANALYSIS - HARD ROCK CASE 6
i i
i ii,ii i
i i
i i i i i i
i 2% DAMPING 3% DAMPING NI 3197-2 4% DAMPING 5% DAMPING ELEV 180.00 (W) 7% DAMPING Y (EW)-DIRECTION
- 10% DAMPING
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APSOO,ih.SMICANALygygI,ARDROCKCASE H
l 4
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AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 6
i i
i i i i ii i
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,, i i i 22 DAMPING 3% DAMPING NI 3197-1 42 DAMPING Sr DAMPING ELEV 180.00 (H) 7% DAMPING X (NS) DIRECTION
-- 102 DAMPING
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AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 6
i 2% DAMPING 3% DAMPING NI 3197-2 4%' DAMPING 5% DAMPING ELEV 180.00 (W) 7% DAMPING Y (EW)' DIRECTION
- 102 DAMPING-
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AP600 SEISMIC ANALYSIS - SOFT ROCK CASE 4
i i
i i iiii i
i
- i. i i iii i.
i i
i i i i i 22 DAMPING NI 3197-3 3% DAMPING ELEV 180.00 (H) 4% DAMPING Z (VT) DIRECTION SI DAMPING 7% DAMPING
- 102 DAMPING
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2 0-1 10e 101 10 Frequency (hz)
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1 0*G 6
i i
i i iiii i
i i
i i ii i
i i
i iiii 22 DAMPING 31 DAMPING NI 3197-1 4% DAMPING 52 DAMPING ELEV 180.00 (H) 7% DAMPING X (NS)' DIRECTION
- 102 DAMPING
--- 20% DAMPING m
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10-3 10s 101 10 Frequency (hz)
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AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.0.*G 6
i i
i i i ii i
i i
i i i ii i
i i
i i i i i 21 DAMPING 32 DAMPING NI 3197-2 42' DAMPING Sr DAMPING ELEV 180.00 (H) 7% DAMPING Y (EN) DIRECTION
- 102 DAMPING
--- 20 % DAMPING m
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1 i
i AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 1.0*G-4 i
i i
i i i i i i
i i
i i i ii i
i i
i i, i i 2% DAMPING NI 3197-3 l
3r DAMPING ELEV 180.00 (W) 4 2-DAMPING Z (VT) DIRECTION Sr DAMPING 7% DAMPING
- 102 DAMPING
--- 202 DAMPING 3
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0-1 10s 101 10 Frequency (bz)
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.0*G i
i i
i iii i
i i
i i i i i i
i 6
2% DAMPING 3% DAMPING NI 3197-1 4%. DAMPING ELEV 180.00 (H) 5% DAMPING 7% DAMPING X (NS), DIRECTION 102 DAMPING
--- 20% DAMPING n
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0-1 10e 101 10 Frequency ( r,71
- _ = _ - -
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.00G i
i i
i i iii i
i i
i i i ii 6
~
2r DAMPING 3I DAMPING NI 3197-2
-4% DAMPING ELEV 180.00 (W)
SI DAMPING 7% DAMPING y (EN) DIRECTION
-- 10% DAMPING
--- 20I DAMPING
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10-1 10e Frequency (hz)
AP600 SEISMIC ANALYSIS -
SOFT TO MEDIUM SOIL 2.0*G 4
i i
i i iiii i
i i
i i i i i i
i i
i iiii 22 DAMPING NI 3197-3 32 DAMPING ELEV 180.00 (N) 4% DAMPING Z (VT) DIRECTION 5% DAMPING 7% DAMPING
-- 10% DAMPING
--- 20% DAMPING 3
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AP600 SEISMIC ANALYSIS -
ENVELOPE OF-ALL SOIL CASES 6
i i
i i i iii i
i i
i i i ii i
i i
i i i i i 22 DAMPING 3% DAMPING NI 3197-1 4 2-D AMP ING ELEV 180.00 (H) 52 DAMPING 7Z DAMPING X (NS) DIRECTION
-- 102 DAMPING
--- 202 DAMPING n
on v
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0-1 10e 101 10 Frequency (hz) r_,mm
AP600' SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 6
i i
i i i iii i
i i.i i i ii i,
i i
i i i i i
- 22. DAMPING 32 DAMPING NI 3197-2 42 DAMPING ELEV 180.00 (H)
Sr DAMPING I
72 DAMPING Y.(EW) DIRECTION
- - 102 DAMPING
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10 0-1 le Frequency (hz)
AP600 SEISMIC ANALYSIS -
ENVELOPE OF ALL SOIL CASES 4
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FLOOR RESPONSE SPECTRA FILES Explanation of file names and contents.
Example:
WS13200 The first two letters identify the following:
HR Hard rock site SR Soft rock site 1G Soft-to-medium soil site 2G Upper bound soft-to-medium soil site WS Enveloped and widened spectra 1 st digit:
1 X direction 2 Y direction
'.1 Z direction last four digits:
Node number In each. file:
1 1st column frequency 2nd column period 3rd through 9th columns: 2,3,4,5,7,10, and 20% damping 4
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l volune in orive A is PCSACKUPC01 Dircctory of A:\\
l 1G13008 9,801 03 18 96 5:04p 1G23008 9,801 03-18-96 5:04o 1G33008 9,801 03-18-96 5:04o 1G1316F 9,801 03-18-96 5:05p 1G23167 9,801 03-18-96 5:05p 1G33167 9,801 03 18-96 5:05p 1G3310P 9,801 03-18-96 5:06p 1G23197 9,801 03-18-96 5:06p 1G1319P 9,801 03-18-96 5:06p 2G13008 9,801 03 18-96 5:19p 3
2G23008 9,801 03-18-96 5:19p 2G33008 9,801 03-18-96 5:19p L
2G1316F 9,801 03-18-96 5:20o l
2G3316F 9,801 03-18-96 5:200 l
2G3316P 9,801 03-18-96 5:200 l
2G13197 9,801 03-18-96 5:21p l
2G23197 9,801. 03-18-96 5:21p j
HR13008 9,799 03-18-96 5:26c NR23008 9,799 03-18-96 5:260 i
l HR33008 9,799 03-18-96 5:26p l
'HR1316F 9,799 03-18-96 5:27p l
HR23167 9,799 03-18-96 5:270 HR3316F 9,799 03-18-96 5:27p
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HR13197 9,799 03-18-96 5:28p HQ23197 9,799 03-18-96 5:280 1
HR33197 9,799 03-18-96 5:280 SR13008 9,801 03-18-96 5:010 SR23008 9,801 03-18-96 5:010 SR33008 9.801 03-18-96 5:010 SR13167 9,801 03-18-96 5:01p SR23167 9,801 03-18-96 5:010 STJ316F 9,801 03-18-96 5:01p SR1319P 9,801 03-18-96 5:020 SR23197 9,801 03-18-96 5:020 SR3319P 9,801 03-18-96 5:020
'WS13008 19,389 03-20-96 9:17a WS23008 19,389 03-20-96 9:17a l
wS33008 19,389 03-20-96 9:17a WS131G7 19,389 03-20-96 9:18e WS2316F 19,389 03-20-96 9:18e wS3316F 19,389 03-20-96 9:18e I
W313197 19,389 05-08-96 10:03a w323197 19,389 05-08-96 10:03a WS3319P 19,389 05-08 96 10:03a 2G3319P 9,801 03-18-96 5:21p l
45 file (s) 527,319 bytes 913,920 bytes free l
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