ML13324A727
| ML13324A727 | |
| Person / Time | |
|---|---|
| Site: | San Onofre  |
| Issue date: | 10/01/1985 |
| From: | Medford M Southern California Edison Co |
| To: | Zwolinski J Office of Nuclear Reactor Regulation |
| References | |
| RTR-NUREG-0737, RTR-NUREG-737, TASK-2.D.1, TASK-TM NUDOCS 8510100104 | |
| Download: ML13324A727 (96) | |
Text
Southern California Edison Company P 0 ROX 800 2244 WALNUT GROVE AVENUE ROSEMEAD. CALIFORNIA 91770 M 0 MEDFORD TELEPHONI e le 302-14 M~ANAGER NUCL IAR LICI NING October 1, 1985 Director, Office of Nuclear Reactor Regulation Attention:
Mr. J. A. Zwolinski, Chief Operating Reactors Branch No. 5 Division of Licensing U. S. Nuclear Regulatory Commission Washington, D.C.
20555 Gentlemen:
Subject:
Docket No. 50-206 NUREG-0737 Item 11.0.1-Performance Testing of-Relief and Safety Valves San Onofre Nuclear Generating Station Unit 1
References:
- 1. Letter, D. M. Crutchfield, NRC, to K. Baskin, SCE NUR['-0737 Item II.D.1-Performance Testing of Relief and Safety Valves, December 19, 1983
- 2. Letter, R. W. Krieger, SCE to 0. M. Crutchfield, NRC, NUREG-0737, Item 11.0.1-Performance Testing of Relief and Safety Valves, February 22, 1984 Reference I indicated that you had reviewed our December 2, 1982 and July 13, 1983 submittals and requested that we provide additional information regarding the performance testing of relief and safety valves. We responded in Reference 2 by stating that we would require additional time to prepare our responses and that a schedule would be provided after return to service from the seismic backfit outage. Accordingly, the additional information requested by Reference 1 is provided as an Enclosure to this letter.
The information provided in the Enclosure should resolve the subject TMI Action Plan item for San Onofre Unit 1.
If you have any questions, please let me know.
Very truly yours.
E:nclosures 5
0s P R ADOCK O ODO P
Enclosure RESPONSES TO NRC QUESTIONS ON PRESSURIZER RELIEF AND SAFETY VALVE TESTING SAN ONOFRE NUCLEAR GENERATING STATION UNIr 1 The information provided below responds to the Request for Additional Information, TMI Action NUREG-0737 (11.0.1), Relief and Safety Valve Testing for San Onofre Unit 1, November 1983.
NRC Question No. 1 The submittal treats a steam flow discharge through the safety valves corresponding to a Locked Rotor event as the limiting overpressure transient.
It does not discuss, though, whether single failures after the initiating event were considered that could lead to water flow through the valves.
Provide such a discussion on single failures to show how the NUREG-0737 requirement that single failures be chosen so as to maximize dynamic loads on the safety/relief valves has been met.
SCE Response The limiting overpressure transient that incurs safety valve actuation is the Loss of External Load event (Final Engineering Report and Safety Analysis (FERSA) 10.6).
The Loss of External Load analysis assumes an initial core power of 103 percent of rated with no direct reactor trip on turbine trip.
The pressurizer spray, power-operated relief valves and steam release to the atmosphere and condenser are assumed inoperable.
The combined effect from these assumptions produces the greatest (fastest) reactor coolant system pressurization rate.
Since the peak pressure is observed within a few seconds of the transient initiation, single failures within the engineered safeguards systems would have little or no effect on the pressurization rate or observed peak pressure.
-2 NRC Question No. 2 Overpressure transients cause the pressurizer sprays to activate which adds moisture to the steam volume. When the safety or relief valves open they would thus pass a steam-water mixture. Explain whether this effect was considered in selecting the transient that produces maximum loading on the system.
SCE Response The operation of pressurizer spray will not increase the valve and discharge piping loads because the peak load occurs prior to the time when any wet steam due to entrained spray can reach the safety valve.
As mentioned in the response to Question 9, the maximum discharge piping loads occur upon valve opening. This means that the peak force in a given piping segment occurs when the initial pressure surge due to valve opening reaches that segment.
The inlet piping for the safety valve and the pressurizer volume above the spray header will initially contain saturated steam. In order for any postulated wet steam to reach the discharge piping, the initial quantity of saturated steam must pass through the safety valve.
For San Onofre Unit 1 this would take at least 0.0165 seconds after the valve initially opens.
By the time the postulated wet steam reaches the valve, the valve is fully open and the initial pressure surge has already occurred.
This is further substantiated by EPRI safety valve test data for steam to-water transition tests.
In these tests the safety valve actuated on saturated steam, followed by a transition of saturated water after the valve opened.
The peak loads occurred when the valve initially opened prior to the transition to water. Therefore, the operation of pressurizer spray will not result in discharge piping loads in excess of those values previously calculated.
0 0
-3 As stated in the response to Question 7, the bending moments predicted to act on the safety valve discharge flange in the San Onofre piping analysis are significantly less than those measured during the test program. Therefore.
the operability of the safety valves is not impaired by the calculated piping loads.
0 0
4 NRC Question No. 3 Results from the EPRI steam tests on the Crosby 3K6 safety valves indicate that blowdownS may exceed the 4% value from the valve specification, depending on the ring settings used (see related Question 6).
If expected plant blowdowns do exceed 4%, these higher blowdowns could cause a rise in pressurizer water level such that water may reach the safety valve inlet line and result in a steam-water flow situation. Additionally, the pressure might be sufficiently decreased that adequate cooling might not be achieved for decay heat removal.
Discuss these consequences of higher blowdowns if increased blowdowns are expected.
SCE Response The impact on plant safety of pressurizer relief valve blowdowns in excess of 4% for San Onofre Unit I has been evaluated.
The results of this evaluation show no adverse effects on plant safety.
Relief valve blowdowns in excess of that assumed in the San Onofre Nuclear Generating Station Unit 1 (SONGS 1) Final Engineering Report and Safety Analysis (FERSA) will have the following effects on the events in which relief valve actuation occurs:
a)
Increased pressurizer water level during and following the valve blowdown; b)
Lower pressurizer pressure during and following valve blowdown; c)
Increased inventory loss through the relief valve.
The impact of the increased relief valve blowdowns with respect to the above effects was evaluated for the single SONGS 1 FERSA event in which relief valve actuation occurs (i.'.. Loss of Load).
-5 For the Loss of Load event, results from sensitivity analyses performed for 4 loop plants were used for the evaluation. It is felt that similar results would be found for 3 loop plants.
Iniese analyses investigated the effects of different blowdown rates on the Loss of Load event.
The results showed only marginal increases in pressurizer water volume and the maximum pressurizer water levels were well below the level at which liquid relief would occur.
Peak RCS pressures were shown to be unaffected by the increased blowdowns.
The increased blowdowns did result in lower pressurizer pressure and increased RCS inventory loss; however, these had no adverse impact on the event and adequate decay heat removal was maintained.
NRC Question No. 4 In discussion on valve inlet fluid conditions for low temperature overpressuriZation transients, the submittal identifies expected fluid conditions for a water discharge transient. According to the Westinghouse report on valve inlet fluid conditions, however, the fluid conditions for cold overpressurization events vary between steam and water.
To assure that the relief valves operate under all of these events, discuss the range of fluid conditions expected for the varying types of fluid discharge and identify the test data that demonstrate operability over the range of conditions.
Verify that the fluid conditions were properly enveloped during the tests.
Confirm that the high pressure steam tests demonstrate valve operability for the low pressure steam case for both opening and closing of the relief valve.
SCE Response The maximum temperature and pressure conditions that can be achieved at the PORV inlet coincidently occur for steam bubble operation. Since pressure is normally maintained below the PORV setpoint, the maximum steam and saturated liquid pressure maintained in the pressurizer during startup and shutdown operations in anticipation of the cold overpressurization (COP) event would occur at the PORV setpoint.
This pressure (P') and corresponding temperature (T')
would be as follows:
Plant P (ps1g)
T' (deg F)
San Onofre Unit 1 500 470 Using these conditions, the potential worst case scenarlos for PORV discharge during a COP event would be:
- 1. Discharge of saturated steam at P P' and T < T' (steam in uoDer phase of pressurizer)
Discharge of saturated water at P < P' and T < I' (saturated water in pressurizer)
-7
- 3. Discharge of subcooled water at P < P' and I < T' (mixing of colder RCS water with saturated pressurizer water)
- 4. Scenario 1 followed by Scenario 2
- 5. Scenario 2 followed by Scenario 3
- 6. Scenario 1 followed by Scenario 2 followed by Scenario 3.
EPRI test conditions for PORV's were chosen based on expected fluid conditions.
Tests were limited but designed to confirm operability over a full range of expected inlet conditions.
Steam, steam to water and water flow tests were conducted. Results of these tests can be found in EPRI report EPRI NP-2670-LD, Volume 9, Table IX-3.
Although steam tests were conducted only at high pressures, it is expected that satisfactory performance would also result at the less severe lower pressures.
This can be confirmed by the high pressure versus low pressure water tests where successful valve operation was observed.
S
-8 NRC Question No. 5 The Westinghouse valve inlet fluid conditions report stated that liquid discharge through both the safety and relief valves is predicted for an FSAR feedline break event. The Westinghouse report gave expected peak pressures and pressurization rates for some plants having an FSAR feedline break analysis. San Onofre 1 was not included in this list of plants having such an FSAR analysis.
Nor does the submittal address the feedline break event.
NUREG-0737, however, requires analysis of accidents and occurrences referenced in Regulatory Guide 1.70. Revision 2, and one of the accidents so required is the feedline break. Provide fluid pressure and pressurization rate, fluid temperature, valve flow rate, and the time duration for the feedline break event. Provide assurance that the valves passed water for a sufficient duration during the tests to cover this event and furnish an analysis which demonstrates safety of the safety/relief valve system for the feedline break event.
SCE Response in response to post-TMI requirements, a feedline break analysis was performed and submitted to the NRC under the subject of Automatic Initiation of Auxiliary Feedwater Systems by letters dated March 6, 1981 and November 18, 1981.
This analysis was reviewed and approved by the NRC as part of TMI Item No. II.E.1.1 and documented in NRC Amendment No. 65 dated October 2. 1982.
The feedline break analysis was also reviewed and approved by the NRC as part of SEP Topic XV-6, Feedwater System Pipe Breaks Inside and Outside Containment (PWR), letter dated March 3, 1982 and XV-5, Loss of Normal Feedwater Flow, letter dated March 14. 1983.
The limiting feedline break analysis for San Onofre Unit I assumes auxiliary feedwater flowrate of 250 gpm and operator action time of 15 minutes after reactor trip.
The appropriate plots of pressure, temperature and flowrates are attached.
The defined "acceptable results" considered no bulk boiling In
-9 the primary system prior to the time of loop temperature turnaround, i.e.. the time when the heat removal rate equals the heat input on the primary side.
Note that the peak pressurizer water volume is approximately 1299 cubic feet and the pressurizer capacity is 1300 cubic feet.
Based upon these results, the limiting feedline break transient does not result in a solid pressurizer; thus, water relief Is not predicted.
CORE HEAT FLUX FRACTIONI OF NOMINAL NUCLEAR POWER FRACTION Of NOMINAL C3 C)
C)
C 3
C C)
C) f.
C)
C3 )
o C)
C C)C0 Cl o3 C
3 C)
C3 C3 C3 Cl C3 C3 03 C3 C3 C3 o3 C3 C)
C3 C
3 0
C3 C3 1.000~
I II I~+
2.0000
PRESSURIZER WATER VOLUVME CUBiIC f fI I PRESSURIZER PRESSURE PSIA C2L A
114 C) rv LA 0: LA C) p2 3
C a
LA c)i C3c LA C)
CR C) tA C)
C c) 0 C0 0:
Co 03 0-0CC)
C C
0 0
0C C) 00CaC 01 0
0 02 0
0
? -0000 II 20-000 3 0000
LOOP 2 TEMPE RATURE(COLD HOT SAT)
LOOP I U HPE RATURE (COLD HOT SAT)
DECRIES f DECREES F 40 LAGn-LA LA G)
(
CA C.)
tA C3 LA C3 LA ID CA C11 LA C3 Ca 01a0 C)
C) C C)
C) 0 C3 C)
C3 C3 C3 C3 Cl C)
C)3 C3 C3 C)
C)
C3 C3 0l C3 a)
C)
C) 0 C)
C3 C3 C
'S 3.0000 0.0 300 300-00 2000 0 3000. 0
0 0001 o0002O 00,002 LA 000 0E
-0000 EC 0000' 4--
o C3 C
3C 3C 30p C
3 C
C)
(DC 30 3C3C 3
C 3
C D
C CDu CD C3 o3 c3 Cu c3 CDC O
C1 C
2 C
lvijiNi JO dOlJ)YHJ IVNIHON 10 NOII)YH3 I1VH PMO1J SSVH 13SSIA MOlJ 3NIlaJ
STEAM GENERATOR MASS IBM STEAM GENERATOR PRESSUREUOOP 1 2 3) PSIA
-2 LaJw LA C)
LA-.
)
Co
)
C C)
C3LA C)
CA C)L P
)C)
)
C)I a
L CC)
C'3 C
C C
0t C) mn m
C)l CD C) 0 C)
C>
C 1.0000 2.0000 31
- 3. 00 00
'0S 0000
'-4 200 00 3000 0 3 0 0 0 0
0
-10 NRC Question No. 6 In the EPRI steam tests on a Crosby 3K6 Safety Valve, which was a test with a valve mounted on a short inlet pipe configuration, the valve opened and closed with 10-11% blowdown at the valve vendor's recommended ring settings.
The rings were adjusted and blowdown was decreased to 4-5%, which meets the valve specification value of 4%. The submittal does not provide evidence, though.
as to what the expected blowdown at the plant will be.
It only states that "as installed" ring adjustments are expected to produce stable valve operation with 4-5% blowdown.
Identify the "as installed" ring settings and determine the expected backpressure, since this too affects the blowdown.
Present a calculation for an expected blowdown value based on the plant ring settings and backpressure. If the blowdown falls outside the 4-5% range. evaluate valve performance for the expected blowdown value.
SCE Response The following represents the current San Onofre Unit 1 Safety Valve ring settings as developed by Crosby during Production Testing:
Nozzle Ring Adjusting Ring
-6
-115 Note: The above ring settings are used on each safety valve and are measured from the highest locked position.
Valve ring settings developed by the Crosby Production test methods should have performance characteristics similar to those test valves, that were operated at "as-shipped" ring settings.
This is true even though the ring setting numbers may differ between valves.
This difference is due to part tolerance stack up within the individual valve and different ring movement per-notch for each valve size.
0
-11 It is believed that insufficient information is available to extrapolate ring settings for the purpose of predicting blowdowns, -specially for valves not tested.
Therefore, it is not appropriate to predict valve performance based upon ring setting values.
1 2 NRC Question No. 7 Thermal expansion of the pressurizer and inlet piping to the valve would be expected to induce loading on the inlet flange at the time the valve is required to lift.
Evaluate the effect that this loading may have on valve operability.
SCE Response Maximum expected bending moment induced in the Safety Valve Flanges for the San Onofre Unit 1 Safety Valves has been calculated to be 44.994 inch-pounds due to deadweight and thermal effects. Since this value is much less than the 161,500 in-lb moment for the 3K6 test valve and the 298.750 in lb moment for the 6M6 test valve, the above loadings will not have a detrimental effect on valve operability.
-13 NRC Question No. 8 Since the Crosby 3K26 valve was not specifically te';ted in the EPRI program.
results from tests on the Crosby 3K6 and 6N8 valves were used for comparison.
Flow rate data were only obtained fron tests on the Crosby 3K6.
Provide further information on how the data for the Crosby 3K6 valve was extrapolated to verify that the plant safety valve will pass its rated flow. particularly with the ring settings as adjusted at the plant.
SCE Response As noted in Table 4.4 of EPRI Report NP-2770-LD, Volume 6, the Crosby 6M6 test valve achieved rated flow for each of the tests reported at 3 percent accumulation regardless of the ring setting used in the test. A review of EPRI Tables 4-3 and 4-4 in Volume 5 of EPRI Report NP-2770-LD reveals that for steam tests of the 3K6 valve where blowdown was measured to be less than 10 percent, flow rates of 119-122 percent of rated flow at 3 percent accumulation were reported. The EPRI tables indicate that lower than rated flows occurred at blowdowns greater than 15 percent for the 3K6 valve. No flow data was collected for the 6N8 valve. Crosby production tests for the San Onofre Unit 1 valves indicate 4-5 percent blowdown with the as-shipped" ring settings.
These are the ring settings currently installed on the San Onofre Unit 1 Safety Valves. This is within the range of both the 3K6 and 6M6 tests where rated flow was achieved; therefore, rated flow can be expected for the San Onofre Unit 1 Safety Valves.
14 NRC Question No. 9 The submittal indicates that a simultaneous opening of the two safety valves was assumed to produce the highest loading on the discharge piping system.
The experience of EG&G Idaho indicates that the maximum forces are obtained when the sequence of opening reach the common header simultaneously. Provide additional justification that a simultaneous opening of the valves is adequate.
SCE Response Considering the similar geometry and total length of the discharge piping system for both safety valves, the assumption of a simultaneous valve opening was made to assure that the initial pressure waves from the two valves opening reach the common header simultaneously. Examining the input for the time history analysis indicates that a total wave force of 9000 lb. was used. This is equal to the sum of wave forces from both valves opening with a 4500 lb.
contribution from each valve.
Therefore, the case of maximum forces on common header has been considered.
-15 NRC Question No. 10 To calculate the time-dependent forcing functions acting on the piping a simplified graphical solution technique was applied.
This technique Is based on an ideal gas assumption. High pressure steam, though. is not an ideal gas.
How well the technique applies to PWR conditions has not been demonstrated.
The authors of the paper on this technique did compare calculations with test data for steam at 995 psia and obtained a good comparison. Provide further comparisotes or verification to show the validity of this technique for PWR steam discharges.
SCE Response Intermountain Technologies, Inc. (It1), in Idaho Falls. was asked to evaluate independently the hydrodynamic loads due to valve actuation on the discharge piping using RELAP 5/MOD 1 Code.
The analysis was for saturated steam upstream of the safety valves without assuming an Ideal gas.
The results of ITI's report are shown in Figures C-1 through C-7.
These results demonstrate that SCE's results using simplified graphic solutions based on an ideal-gas assumption show good comparison in force characteristics and conservative data in force magnitudes.
The discrepancy in Figure C-7 is judged not to be of any significant consequence because of the significant margins in all other pipe segments.
mr
-Al
-M SO CRL EDISON PIPE LORD RNRLYSIS C; BEM~ENT L11 FORCE 8OLID=RELRPS.DA8HED=8CE 8C2XX LO 0;
C0 0C__
13
-J Md C0 0
__3_
aLJ Li e 0
w10I.....
0D 0_
___r_-
C4 0.0 0__
_00_
0.0_004__0_
0_8__1 TIME (SEC)
Figure C-1.
Cocp;Ari:or bctweenf calculated hydrodynamic forcing functiona on pipe 3egment LlIi (kELAPS inerntropic flow canie yersu3 SCE).
SO CRL EDISON PIPE LORD ARFLYSIS SEGMENT L12 FORCE 80LI0=RELfiPS.OASlEO=SCE 8C2XX LO 0;
C0 C3__
0;
'-j LLIJ Cd 4 O
-f I
I
/
C:
-0 1
0
-0.02 0.00 0.02 0.04 0.06 0.08 0.10 TIME (SEC)
Fi~ure C-2.
cocnpart~on between calculated hydrodynamic forcing functions on pipe 5egment L12 (flELAP5 inentropic flow ci:se vcr:3u~ SCE).
S0 CRL EDISON PIPE LORD RNRLYSIS C;
SEGMENT L13 FORCE BOLIO=RELPP5.DR8HEO=SCE 8C2XX C0 C0 0D C;
- 0)
C) 0
__W_
.4.
U i
a
_0 oC)_
0 2
0_0_.0
_0_4__0_0_8_1 TIME SE i gueC3 opr~o bete cacltdhdoyai focn u
to3onp e3g n
L3 (RELP5 1ienropl Nowcan versu3 CE)
SO CRL EDISON PIPE LORD RNRLYSIS 8EOMENT L14 FORCE 8OLID=RELRP5.DA8HED=8CE 8C2XX LO C;
0 C:)
C) 0 0
o on I'
1 c)*
I o1 C)
U 4 CI4 I
I 0
O
-0.02 0.00 0.02 0.04 0.06 0.08 0.10 TIME (SEC)
Figure C-L4.
Comparion between calculated hydrodynamic forcing iunctions on pipe segment L10 (RELAPS izentropic flow case versus SCE).
SO CAL EDISON PIPE LORD RNRLYSIS 8EOSMENT L15 FORCE 8OLID=RELAP5.DA8HED=SCE 8C2XX 0
O O
O O
0 1
-j Ijj 0
0 0
1 CD o
_i a
CD*
O
-0.02 0.00 0.02 0.04 0.06 0.08 0.10 TIME (SEC)
Figure C-5.
Comparison between calculated hydrodynamic forcing functions on pipe segment L15 (PELAPS lowntropic flow cane verzus SCE).
aa Wa a SO CAL EDISON PIPE LORD RNRLYSIS 8EGMENT L18 FORCE 8OLID=RELRP5.DA8HED=SCE BC2XX C)
Q C;
0 o
1 1
I) o I
I 0
CD TIE (SC Figure C-6.
Comparison between calculated hydrodynamic forcing functions on pipe segment L16 (R-LAPS teentropic flow cane versu3 SCE).
SO CRL EDISON PIPE LORD RNRLYSIS 8EOMENT L17 FORCE 8OLID=RELAP5.DA8HED=8CE 8C2XX 0 c; 0
LO o C; 0
r C) 0 C,,
L
-J*
o C) o O*
1 0
C)
C:3 C) 0 C) 0.02 0.00 0.02 0.04 0.06 0.08 0.10 TIME (SEC)
Figure C-7.
Comparison between calculated hydrodynamic forcing functions on pipesemnL1 (kELAPS isentropic flow case versus SCE).
I b NRC Question No. 11 Differences between the ideal conditions assumed in the thermal hydraulic analysis and the conditions likely to be found in downstream piping, I.e.,
condensed liquid, were not addressed in the submittal. A sweeping along of this condensed liquid could result in larger forces on the piping.
- Thus, provide justification for the assumption of ideal conditions.
Additionally, a valve opening time of 20 msec was selected for the analysis, while pop times on the order of 10 msec occurred in tests on the 3Kb and bN8 valves.
Provide justification for this difference.
SCE Response Water vapor could condense in the downstream piping, since the ambient temperature in the containment can be as high as 120 0F corresponding to a saturation pressure of approximately 2 psig, which Is below the discharge piping system backpressure of 3 psig. However, judging from piping routing of the 10" common header, it is very unlikely for any significant amount of condensed liquid to be accumulated in the pipe because of relative shortness of horizontal segment.
Further, due to the large upward thermal movement of the pressurizer nozzles, approximately 1.93".
the 6" piping downstream of the valve tends to be sloping toward the header. Any significant amount of condensed liquid would be drained down to the pressure relief tank.
Therefore, the water entrainment phenomenon is judged to be insignificant.
At the time of the analysis as presented in the submittal. a literature survey was conducted and the fastest opening time was found to be 20 msec.
As of today. EPRI test data on Crosby 3K26 valve is not available.
It Is judged that conservatisms in the analysis, as evidenced in ITt's Relap V results should envelop any larger load due to a shorter opening time.
-ll.
NRC Question No. 12 Some of the information needed to evaluate the structural analysis was not supplied in the subm~ital.
So as to provide information on the stiffness values used to model the supports, the calculated values for loads on the supports, the time step used in forcing functions and similar information, provide a computer printout of input and output for the Locked Rotor saturated steam case analysis.
SCE Response One copy of the computer printout of input and output for the Locked Rotor saturated steam case analysis is attached herewith.
For easy reference, parameters of interest are summarized in the following:
- 1. Stiffness values of supports 10 10b/in translational 10 1 in-1b/rad rotational
- 2. Calculated values of support load Please see Table 3 in Enclosure 2 of the December 2, 1982 submittal.
- 3.
Time step used in forcing functions 0.0001 sec. was specified for integration steps.
18 NRC Question No. 13 The submittal does not make clear whether flexibility at the connection locations to the pressurizer and discharge tanks was considered in the development of the structural model.
Explain how this flexibility was treated in the piping model.
SCE Response The connection locations to the pressurizer and discharge tank were treated in the piping model as six springs with stiffness values of 1010 1b/in for three translational directions and 10 1in- /rad for three rotational directions.
-19 NRC Question No. 14 Section 3.1, pg. C-8, of the submittal states that an opening of the PORV's does not require analysis because the PORV opening time is much slower than that of the safety valves.
Thus, the safety/relief valve system was not analyzed for a PORV opening, and the PORV piping was ignored in the structural analysis.
The PORV piping is, however, constructed of smaller size piping and is arranged in a different configuration from that of the safety valve piping. Additionally, the PORV piping ties into a header that is common with the safety valve piping, creating a complex interactive piping system. Thus, it is not obvious on the basis of relative opening times alone that the PORV piping can be ignored. Provide a more thorough evaluation of the safety of the PORV piping.
SCE Response The PORV piping has been combined with the safety valve piping for the time history structural analysis since the submitting of SCE report on December 2, 1982.
In addition to the valve actuation analysis, loading cases of seismic, thermal and weight have also been analyzed.
Results of code criterion evaluation are listed In the attached tables.
popsVL) _HAIt, pIPINk-5165~§AL~'7O liftL CT* f LA, MA REMARKCh~ ~fl 5L
'T C011Afohi 6.#T ACTUATICAM 1
100 C t.
'2373 27 Jz 911 10 0 2
9717 roor..
~
1.02 4
2373 4-90
'250b 7374 7768 4951 2o 23-73 657 842-
$737
?) 7-3 z&4'
____~5
?-1-~'Y' 237; 23o.
35-e 3:K 0
i 76-v TE e-'.
z 5+27 3157 Z
7A'4~
0_- _
1"m 117~
4 0 127 265
+254-2349 485 M
10 S'A46127 1,13-5 3&8 '27 C-
+412-13597 00
z 0
A Yf C~dJCE; X c OCCA tMAL LCAID (I"-~*)
i,
' O L Mt Il' C
.EoiC.
CO ACOLtO SA ",
133I~
4954 3o.~b Il9 4737 1____?
zC:
78 4315 43W7 1(z,9 Lo1-I' 6-77 5 e) 1 9058 00 M83/
45 23-0 73(1 6__0____
779 6073Z i~
0~
~
t37 IAIp 2-734 q3. f.0
- ~~2 4~ 1 m_
6312
[779 1673 1170 2035 0~7 14 0 Ew LL 7__
C~4 i-I35 3090 306I
-)A LflYJ 0
=
2.7('>ir A i4i(tif P,
-20 NRC Question No. 15 In the structUral analysis only a net "wave" force was applied to each bounded segment of straight pipe. Applying only a wave force on a pipe segment, however, ignores axial extension that is caused by opposing blowdown forces acting at the ends of the segment.
This axial extension induces bending moments on pipe segments adjacent to the bounded segment in question. Explain how such axial extension was accounted for in the analysis.
SCE Response Based on experience in piping design, stresses and moments induced by "axial extension" on the bounded pipe segment or its adjacent segments are small when compared to the same quantities obtained from pipe flexibility analysis which treats piping segments as structural elements.
For clarity, the maximum pipe strain caused by axial extension is calculated for both b" piplig and 10" common header.
1 AmE Where a = pipe deflection due to the axial extension, in 1 - length of piping, in F - axial force, lb f
A M cross section of piping, in m
E - Young's modulus of the piping material, lb /In From computer output, the largest axial piping reaction is at nodes 72 and 65 lb lb with values of 16,330 and 13.5201b respectively.
The corresponding pipe strains are:
-21 16300 5.58 x 27.9 x 106 0.0105%
for 6" pipe c
13520 11.91 x 27.9 x 106
= 0.0041%
for 10"l pipe These values for strain and resulting pipe deflections are small and acceptable.
-22 NRC Question No. 16 The submittal does not discuss the method used for modeling the safety valves.
Of particular concern is the portion of the valve that lies off the main axis of the piping.
The flexibility of this part of the valve structure should be accounted for in the model if its natural frequencies could potentially be excited by piping or support motion.
Describe the methods used to represent the valves in the piping model.
SCE Response The method used to represent the valves in the piping model is to consider each as a piping segment with the same diameter and wall thickness as its connecting pipe. In this way, the flexibility of the whole valve is accounted for in the piping model.
Therefore, its natural frequencies can be excited by piping motion and conservative results are obtained for dynamic loadings such as valve-actuation transients and seismic events.
23 NRC Question No. 17 Based on diagrams of the structural model that were provided in the submittal, the spacing between lumped masses appears to be far enough that the higher frequency response of the piping system will be precluded from the solution.
Thus, though the solution time step (0.0001 s) is quite fine and would allow for contributions from the higher modes, the spacing between lumped masses would seem to eliminate these contributions.
Explain how the nodal spacing in the piping model was established.
SCE Response The nodal spacing in the piping was established based on the consideration that the entire response of the piping system at all frequencies under 33 Hertz should be included in the solution. It is noted that the figures provided with the December 2, 1982 submittal did not accurately indicate the linear distance between the nodes.
However, the largest nodal spacing was 6.12' between nodes 46 and 73 for the 6" pipe and 4.90' between nodes 67 and 68 for the 10" common header.
This nodal spacing is consistent with the above statement that the entire response of the piping system should be observed.
0W
-24 NRC Question No. 18 The submittal does not discuss the results of the stress analysis on the piping upstream of the safety valves.
Identify the governing Code, the applicable criteria from the Code, and the load combinations used in the analysis of this portion of the piping. Also, provide an evaluation of the stresses relative to the Code requirements.
SCE Response NUREG 0737 requested all operating plant owners to verify the designed performance of pressurizer safety/relief valves and the integrity of discharge piping.
As concluded in several workshop meetings, all utility companies understood that the upstream piping was not in the scope.
Therefore, no results of the stress analysis was discussed in the submittal.
However, in analyzing the discharge piping, upstream pipiiig was also included because a complete problem in piping stress analysis is from anchor (pressurizer nozzle) to anchor (relief tank nozzle).
The whole system was analyzed using ANSI 831.1 Code based on 10 CFR, Part 50.
Load combinations consist of weight, thermal expansion, seismic and valve.
actuation loadings. A summary table of the upstream piping is attached.
0 0 r0 ENGINEERING DEPARTMENT CALCULATION SHEET SU§JgCT, C/1.
L' E.
31581CO65 V
(A-U"LAnION.O.
OC
- o.
o 776 MAN.
- 0.
(Ar'
§ZZ/jLC K.v Sy ZOA T 29j/
TABLE -R-1 VALVE-ACTUATION LOADS ON S/R \\'ALNE UPS TE.AV PPIN PIP INGq REACTIONS NO0AL FT.
FOSCp-6 LDS.
MOMNT 1-La I
)
PIE MkA!KS FAAL_
FL jA Toe F"y 2
52.9, 2553 2714 1430 4oo 1
_6 3
2681 z266 Z 6Z3 6(
19440 164.00
+
208 1
2823 s z 0564 87zz 3
3" (IAT FLAPNrE.
5 3C,1I5 '2623 57Z 6566 5)5 1 36130 974 I
2p7(o 463 5151 S6+o 120670 6"
OUTLET FLA.46; 25 808 1167 Zzd6 36510 a1004-22.&50 so 2(v 607 11(7 2281 36510 2S620 19s4o 27 618
+35 971 1796 15760 9'2850 IZ' d 3" N~L.Lj ?L 28 1
2.29 6;
1+750 21420 24440 23 612 853 1473o 1670 2 loo00
-3o 213 6S
&33 1 b7o 1266o 5
eq co Ls l
t5 P.~' )Ri~'
thK.....o.
ENGINEERING DEPARTMENT CALCULATION SHEET 6/; VAL. OLSCAAE
?tfING A'c'UnIo...
oc 1.0. No 2MD y
~
S2..OV L~~ LC4.g+/-i ~OATCf~/~f/
TAsL-E R - 2 DEwADif.a4 r OA ON
/
vOA.'
UPSTMV-AM P'PiN4 PtPIN4 FZLeA07ICN'S wooAL Pr p oR cFs (Lbs)
MOMENTS (IN-L63)
FR EAG 3'
PRE5sXpr
- 1
- 23+
68 44-
-793
-80(o 2
-- SI 66
+
-574
-- 1 (__(t+(_+
3 36 25 866
- 45
- 156,
+.
-332.
38 3.4, a IKLET -L4g3 3
i(,a
-4 36
-7 197 6
S IT3
-4 7
- 2.
-. ;17 6"
OVTLT FLA AJ4 15
-413
-336 14 1025
-121
- 7(5 3 Jurrt No3 16
-410
.905
- 14.
-0 425 27
-563 4
(660
-7M6 113
+9 -
t8& -
(8 1180 2 GI 3'
INLET FLANCE
- 1533 o
-6&
1045 170
-to
-37
-1
-I1C4-5 r4z 6,2.
OLTLEIt rLAI&
7'
ENGINEERING DEPARTMENT CALCULATION SHEET IUSNJCCT._____________________________________________________
CALCULATION Poo.
DC jo.
Pdo.
G7 4 AEm FABLE R3 14 RMAL tXP (COLD)
COA VS ON G/p.
YALYS~ LPSTV-69-M p,
woDAL FPT Is R c p-S (L bS)
MOAGMNTS (I N -L s fE AARKS~
-112 5
-7jZ 19357
.1 6727 2
- 1126, I 5 7 2 13 ;o r7 6
5
-1166 404
-73
-7315~
-?l79(
6361
+
188 67 13
-73 1 o 312.1 2 +
.5z3" IRLST fL 6
51
-18
- 676 1 a
-7!1o 44Z7-265 6
-116 13
-4.Z7
- 5e*2
-+733 of0Tt LM4 25 - 12.A3
-?do
-74+
-I2.61 33o,22 35642
- 3" zc
-283
-300
-174
-t1261~
00o '3 674-3 27
-1120 (15
-74.
13698
-3 5
&0
-10
- 56
-,o7 13636o 1343-2 343.929ETrL'N 380
-1120
-('07
-13 34-J
'7 7 6' 3 22
-3 1
LET-fLAP<-t
ENGINEERING DEPARTMENT CALCULATION SHEET su@JCT, CIR
'/ALYS V.SCAAKG fl.IN(: e) 4 -)
C"AIPpt.D J.
0A0 0v,4.JI eL..OATZI /2 242rIEC H K. 0 V D_____ OA T 9L.
FA aLE PR-4 r~afkmA. E4P (iHdTJ LOAD'S ON C.p YALA' F L)P5T2.eZq TPtr wJoDAL Pr PoRclas (L b5)
MAOMENTS (IN - LS)
I-M A RY, AXMIAL N F1 M.OIoN Mi M____
-I_______
2
-7.51
.9
-(Z
-I15.76
-20oo
-12774 3.~
-37i2 4m-I 26420+
+
- P4 6
A46
-26pB62S
- 1714(o 1i7 Z+3 a"
IRL~F ruaE
-57+
6+&
-12L3Z&
- 931-5
-2061-7
- be
-. 37f 6+65 9315 -163+.7
-17076 6i,"
0 VTLcT F oJ4 2f
-10 7 204
.s5 26 3'
f G--urlE'-
140O2 27
-37 MhB7 5
-186.53 25301 -6723 f
4ts 761
-166560
-9&77
-253SI 12-14LET FLAINE 63678
-1860~ -ZC511
-2,7I&
264 o-;vs
-2S 70C "YlL.*
w4 5<
PfcsriaE-0
ENGINEERING DEPARTMENT CALCULATION SHEET SUSJCCT.
/F VALS OSCAAGS fl'PN< (AL~u-'io ma. DC____
J.
N 2
N~o OAT
_______C KU
_AT._
TABLE P,5 lp P
C, F2-. ACT IONS w.oDAL fT FOR CES (L b5)
?AME.SNTS (IN-L85)
R -M ARKS f AMAL
_______61 moR:o m,;__
17'2035 176 173.3 2213
+36+
0 2
1823177 1733 1717
.3 73 16 2D 410 I326 1.S0Z
+
10 8
266 410 911
.473 a"IRLET 'FLAN<E 15 57 72 3
197 410 155B7 55 4-S 107-Z 9767&
CJTLe.T FLA JCG 125 767 231 11 2 03f 257
+678 17 5
101 2.74 (42 3235 2130 fj 5
- 8.
270 66z
.916 63 3" INLET FLAN47E
'29 20 U.
0 1511 6#1' OUTLET-r Le<
r r.;,
c'
ENGINEERING DEPARTMENT CALCULATION SHEET SEBCC
-YALiE.
OLSCAAM1I.
f -pfN; (,oW4-1) slops_
SUUJCCI
~CALCULATION Poo.
DC JO0. No_
7~
.~...MACg S;A 0L.....
OA T c H K.
a yATC ~(.
TAB~LE I PI P I-A C 7 1(3N G wJoDAL pf-P r_ cs (L b S)
M~OME TS
~Ls Mt~
FAMAL Ft I_
__________RFMARK 10&2 121-7 75 1520 294-0 2751 2
62 I If 5
11520 10500
'24-(30
+
1007 1012
- 1741 6726 5514 "IAE 4.0 4ZO Z2B P3f0 374-1 76z 4.59 3
143
~31 275 35 (l
VLTFAJ4 P24 762 1267 13680 18570 3.52.0 3_______
1___
273 178Z 1267 1386o ILf0 1 6-O 2 5
t6___
_ 1,311!206 6128 661 1 1 5"
INLT FLAP4E
__51_
'2 66, 0+
152+-C 6,12b l1h-o 2000
(&j 524 4r4 Loc C,' Tf~
2 (A5 24e) 524o4 84-1
)A
- tc_________
NRC Question No. 19 For piping downstream of t'*.- safety valves, the operating basis earthquake (OBE) loading was not combined with the dynamic loads from the safety or relief valve discharge. The rationale for not combining these loads was that the downstream piping is non-safety related and that the probability of a seismic event coinciding with a safety valve actuation is extremely low.
According to the requirements of the governing ANSI B31.1 Code, however, the discharge transient loads and the earthquake loads should both be included in the stress calculation equation (Equation 12).
Thus, though a simultaneous occurrence of these loads is not highly probable, they would be combined to meet governing criteria. In addition, a load combination in which safe shutdown earthquake (SSE) loads are combined with safety/relief valve fluid transient loads (as a faulted condition in Westinghouse report WCAP 10105) for the upstream piping should be considered.
It is not clear whether the seismic loads mentioned in the submittal pertain to a safe shutdown earthquake.
Present an assessment of the downstream piping whereby 08E loads are included.
Verify that the load combinations on the upstream piping include a case in which SSE loads are combined with safety/relief valve loads.
Identify the allowable stress limits used for this case.
SCE Response Discharge piping system of the safety and relief valves in San Onofre Unit 1 Is a closed system. It is an industry practice that the moments produced by valve actuation are not combined with seismic loading for a system of this nature.
However, responsive to your request, the results of combining OBE and valve actuation loadings are presented in the tables attached.
The criterion as specified in Equation (12) of the governing ANSI 831.1 Code has been met.
Results of load combination on the upstream piping including the case in which SSE loads are combined with S/R valve loads are also attached.
An allowable stress of 2.4sh is used for this case.
T0b/
0-e5sr,.'er D/ VDrcAa e P/
MOVO 5os.btNTS (n-s) NALI&
ACT-fAION MCq (4
TYIs of REM4 A IA V PT "pw-S M M 6i
_ rS 3*0 0y Im - 4f* -.
I,
4914 1221 Z 7 11' 40C fo3Z 414 1 14430
-590 21+40 37 0
019 1
75
- rr o
(1
+_7
- a.
224 roI 45 J&-l
_____M 2
8 p
12 2 7 174 I7 os 4c.cc o 752 C,6 V{4 I4+ ! 27(,r, I~:'
3(
o Or 4c~o.
7820-r V I 131,7
- 3. :
7 97C5 149c ^
32510 4866-4 2,^ 30 ac, 15pe,,
571 13 1! 56 9o034 1 V10
'lL 4 1557 3/64 9131 1
Too0l To a dl d'15 1 7 197 33 F 3 14+ o 337zo 375Y 37406
,8.7
\\
-o
~
~7 103S 3..5
~
I5 5411o At, rvl 6i4f
~8c f
43r(
72 4
21
'o445 '37 00 4 03710 e
7 25 1-tf r:4 V4I. 11T3 274 5 10C ?-4co "bI
!4 732
.9 o6 4
40 i2c 2 5 t-4 04 9.4-1455 2473 12l 1345 14., 2 4 '56Y3
- 840c, 5;,S 185 479 11007 174J 217-7
'0AL
-3 100 +0270 51 C R1 51108 r0
.1**1/
16'Y-1044 l1W 117[
244 1
C 4.00 T18146 c -'b S+1 9)4S55
-L YA L (L A-
-JAT1OCJ -
piO
'5-p1u P6PUL91 a
k n.. s at.-
- La I
-I
0 mom
~~~~~ ~
~
~
~
~
57,Obvmsc U
CJ 7
AVUij-T IA4 P
C Lf
'TY PE~
OfIL4.
l 91 215 14-5A 2557~ 4-"lI
/o63~ 2Z43 1,0420 1W)
P46 41 '0!
(170 174 al
-. ~ ~
A~Z z5,5 13 APOiI 5I#
3 214 (37 Z
f x
z 10 0
_V
_ ~r _C10
$A6Pf K OLJ)TtJ M1t~_
PLLI TO'ATW ALL 6 AM Nr.L.
1 f~~
0QY.
ACiJ
- 0 6,
Ta Ile occa :A q Z-W7id Eve/acrho 4 L
rea; n Pi pio0 p
DY 1 A PAIC LOA D (Il-LE-c)
CDMe0aD STitS5 NOpAL TYSPE VLVE.
v pr COML,&N,-'P
-=
ACTUATIOW+
75A 7
NRt)
(M)(,W Mtr 3' ppt-..
Ia (A4 160
- 49.
642 32510 32
' 114 21,4o2
.54 -
A pa0.
4' 3'
+ 454 29141 4499 0o L
4 3+7 24070 3,e 74s r I 3F745 157 16414 C
rg eALvI c
iO70
)
z51
.1(04 3701-1 0
a 2957 9B t6 37 2I&4b 216 4C4 O
~ 0 z
iy 33o 2
2 732
&9126 31612 26 3' L.P. ELL 2240 3
-0" I (Il) 28 4z
- 17 '
+ g 9/-9 22-5 3 $ I 53 Cf 530+7 25701 28~~~~~ (o 000 3.75)7I 3
.(
-'FLG JT.
37
,0 23 I
80306 3(I36
+202 30 (1
40K 23' 7 47q 1(1611 39 7 --A,& I 8
o40 75 kj-I o
L G4 IG740
'"I 44&o*P (A.Sr TP3t4
-26 NRC Question No. 20 In the stress analysis of the piping system, only the stresses due to primary loads were evaluated. The secondary stresses, particularly due to thermal expansion, should also be considered in accordance with Equations 13 and 14 of the ANSI B31.1 Code. Provide an evaluation of these secondary stresses.
SCE Response The secondary stresses due to thermal expansion were calculated for the San Onofre Unit 1 pressurizer safety/relief valve discharge piping in the return to service (RTS) task of 1984. A summary of thermal stresses for the most severe loading condition is attached. The maximum stress is 31,742 psi at the junction of RV 533 piping and common header. It is caused by the 1.93* upward movement of the pressurizer nozzle when upstream piping of the safety valve is at 6400 and downstream 1000
5zPGONDAR1 STRESES EVALUATION 0
.4 PATA Cookm 0 iIIJI 94.
DEGJSJ APFUIP pr TIPC 4 ng-AL -
J 9USEM M4'. us LaSd*
im mmar p~i tip se Pin~
D.
to p
GrA iru I___ _
CAM',
I (ICL)
(is,"
-s)
A41,: IF.
tc, 3
.431 1500
+6 ooS 4t5 1
045 0.43 PAS&D 3 C1@CU.
IA 157(o11P 3-.~:'T,
5.41 2500 6,40 500's 248 It585 0.5o
.. +3 GoSD 11404 50i 40 470 13f,13 0
9 22 A-104 so ('5 2 100 1Z557 450 461 0.6, 0.4&
c 24+ A-10& 44.9 10-75 1.345 50 ioco.3 &b 1
$24 0.6 0.o41 0
C' 25~
48
,i33 ~
C 0
3' Cer 140 ELL 640 11713 u
4'£440IL470 no5 m
.32 4-624 4.
(G5.2.6 500 2'51 310 I4 0,5I 0.19rab1 A *&
4410 10 0.7 fri-n m a0 A4-51Z
" I$& A-I"~ 4410 A-154 Wf 1.0
- 1. s~ I8'Occo 175,50 P D.%
44450
_ Y75h00_ 1_437_5 C.M rwmi ritvt C,09& (A.iCI/M&
!FEl.lf% 104)
?Oct KrmifioO' er OM~
I'OTprl.
SECORDARI 5TRESSES E'/ALUATIOM0 PATA C01MPokEJ 413TIVE mom.
De4"I APFUSD Pr TIPC 4 M~AL.
JiAmc T"
P04.
Lowe. i "r i4
'P tAm--
(-CL)
(15w)
(S-)
o ~
t' PTEL U4 500 317
- 24. 0 4c B
" '345 ooo 3JJI 7.
141 0-.45 0 A to&C 1.
D 1015
- 34 00
,o 3'e6I t~
i 53 (5
0 5 040 445,3 0.5-0-%
75 A-3i 2.-
-5510
%Zo 4-3*V7 1143 0 ~c.89
- O46,
-N c
143 f
'7 3431 2~O A$40 165 6
.V TCEF 30(v5 54200 o4.321 867 Z
odeO065>4 SocitLT VW6LLI
'a Z
835 1.375 25040 40327 937 1o
,n_ I-J- ~p".1(343 fo __
140 Q.l o4
.m 4~~~1tlo 1~~tP 4S 4740 2,513
'51!5 91 z~
257 2.1
-ju ~Z 44 r
Aoo a,-191 AAA FIFC M.ATr.RIALS Ti hVIof A-104 49 5 A154 Otis I
1..
_c 1ATL ALLO14 e CL
-CA 5% 4
,14~0 u64' Xoooe L-AAL AkLO.e %MTTe.MP.
SA, V& 1-0 1 2250 Z,2
?p P.
LSA____
45_
3SO C"2 folmi plji.4~ C4gs (AAKI/A4ML blI 164 5%-,.10Ak 104)
?Oct )frwr1I.
cv oMiA IJOTATI"J.
- l 'r j
?
7 9
L
-i
- 2~
fr~
1 :,
sT<.-
Y I
'A T J? 7 1 C 46 LC 1
1 RE4OTE 12 Ct4 rCM E215 7.5 5 AM
- i AT 4 al.P'1 1 ST AT 1*
s &TARaT 7
a 9 sC 3 14"LC 1 1 331 prE E?
CEeN an.4 E
7.55 at I >3 MAY 'd A1?P21 5121 S
R T A*
21 1
(C 1 START A*
A TfKT JA 7t SCj 4L-1
>31 2 M 3TE 1 CnN a00" 2C5I 7 58 35 AM MA4
- 12.
y J 2
- T S *.0..0.
.O.S.S...............
- 0*t*****..
0 0 5 0 00.
0.****
00
- '.v/NM EEEEEEEEEE SSSSSS s3s A
M4 N EFEEEEEEEEEE ww Iw ssssssssss IQIN MM E-c s
S5 see N.
P4 t EE-Ss s*
NM MN N
EE wSw 0 SS MM MM EEEEEEEE sW uk as SSSSsSSSSS MM MN MM EEEEEEEE M
WMWW MW SSSSSSSSs 5
k
<M MM MM EE WS us ds s SS0
- 9 N
NN E
E WWWWWW wwwSs MW NN EE wwd WW Ss Ss MM EEEEEEEEEEE hu b#
55SSSS
( P /r-1 iIJAf7 CjEEEEEEEEEfEE W
W SSSSSSSSSs A0 2
.5nuber5 0
i d
- SO0 000
- 0*
- 0 000
- O@o**0000000000000000000000000000**0 000 FOR THE EMGINEERING POO PLEASE CALL PAX 24446 000eFOR OATA PROCESSIG POO PLEASE CALL PAX 260)75 THE USER COMPUTING CENTER MUMUER IS PAX 26559 oeoo~oOooO0
.000.0000..
000**************0*000*************************************00000000000000000000*
000*00**00*0000000*0*0ge000000s00000eete0000ee0000000000000*000*000000**00**000*0000*0*000*0000*00*00*
000000*000
- 000000000000000000000000 00000*0000000****00000000000000000 9988gggaaggeeatsee
J3S 3
L 3 G S-3Y ST 4
A o
C-N DE 9
S K j 2
- 11.
J.,
- m,1S P 7 3
T -
7TZ IN I T 1? C L AS" C
-yA, I.; J~ 7; 13 SC c 3L C S T A RT L T -:~.:~
1 >
5.r34 1 21.1.
joa
- ? ~~
POGCuSE C4L p,0.
.1.r
~~:
1
- 1. 11 13 ! 7 S T F 1,?4FC SCr-I- LC CPU 1C)2J 1?11 CC:3
- 61. 21.13 JAl 70
- I F23 IVTSC0-LC JPO.O 1.21.23 JZ,- 7 5 9 SMASP575 SCEi4R3LC ESTIMATED LINES EXCEEDED 1
7.1 d; 79 9 101 A S 7 5 SC E 4 LC ESTIM~ATE EXCEEDED d3Y I C, L IN E 31
,~5.
J,3 6 7 39 9 SMASP375 SCE243LC E STIiqATE EXCEEDED BY 2-tilJ LINES 31.31.28 J:its 739 1riASP375 SCig/40LC ESTIM4ATE EXCEEDED BY W-.C:00 LINE' 11.8JOB 749; IEF234F K 58E,.?VT, SCE340LCp~
I 1. 3 1.3 1 J~o 7399 STEP
.C SCEBA.OLC CPU C3W4 1.31. 39 CC= 3)2-3 431.31.3,d J-5 7d49 JOB SCEZ46LC ENDED CPU 03:C7:45 01.31.39 3 '$A; 64 01.31.39 J3IB 7399 itHASP3S SCE8'.DLC ENDED
JES2 JOB STATISTICS --
03 MAY 84. JOB EXECUTION CATE 345 CARUS READ 33o337 SISOUT PRINT RECORDS 0 SISOUT PUNCF4 RECORDS 3.635*881 SISOUT SPOOL BYTES 13.50 MINUTES EXECUTION TIME
//
M5GLEVt=1,C5,GLA55=A W5 SCE GEhERATED STATEME.T
- JldPA.
SYiAFF=081,51)
SC:
GENeRATEO STATE-ZNT
- L2CCCIC ECoqE~c ILCC177 LCGGJN0 SUCCESSFULLY SCA4N-:
.r 5 177: P.SS.c{0(S)
SUCCiSSFULLY 5'*,340
- 2UT?
PRIT Pj METT12 2
//.C Ex C scE2947,G>G mzP:7 SAP V2 PAP W2
-PIPIN~G A'NALVSI1.
P r RA m
- 3.
xx5CED7 EIEC PG"=P5,PAI=
C
=:PGm 5
X S T E PL r bO 0SN=SCE.PQO0.LOADDISP=SrlQ 0
0 360 6
xxFNFCOS 03 DSN=SCE PRUGUSE.0ATADISPSmi 7
xFT-6FC0 00 STSOUT=LPRCLASS 3000090 a
xINF3000100 9
EXSYSPRINT 00 DUSO 10 ExSTSta DO OUMs 8
1 XXSYSUT1 00 05NzSCE.INF0.0ATADISP=SHR 0
13
-2 xxs5SuTz 00 SYSUTz&PRCLAS.DCBSCAECFN3FAeLKSIZE=d0) 000014
.108015Q 15 xxGO EXEC P
00316 15 XxFT01F001DO NIxTDPPC TZ0,)
1 14 XSTEPLIB 00 OSMSCE.PRO.LoA0,OISP R
QQ017Q 16 xXFTO2FOOl 0 UNITSYSOASPACx(CVL.C50.5)),
20 xl OCSz (RECFMzVBS,LRECL21284,BLKSIZE1 79dGBUFN~x2) 3001 17 XFTO3FOOI 00 UNITSYSASPAC (CTLC20i5))
030 0220 XX 0CBS(RECFNzVBSPLRECLx 8CPBLKI ZEx) id XXFTO4FOO 00 UNITzSSOASPACES(CyLP(
5)PRLSE)p 030 0
RX DCSuCRECFMSVBS,,LRECLal264.BL.KSIZESI798O,8UFNO22)
XFT F
00 SYSOUT PCLAS IFT FI 00 UNITxSTS0ApSPACEuCCTL.C 20.5)).
IN XX DCA=n(RECFPI3VBS,LRECL=1 284,BLKSIZEuI7983,BUFNO=2) 0300020 22 XXFT08FOO1 00 UITwSYSOAfSPACE;(JTLf(20.5))
22 0Ca2(RECFl4ZVB.LRECLm12S8 AIK E179CSF3 23 XXFT08FOOZ 0 UNlT=S 0APSPACIE(CTLPC
.5)),
XI DCI' CRECFPM'vBSoLRECLu 284*SLKS!1a198,BFNz2 00 03 24 XXFTO9F00i 0
UNITSTSOASP 2081)It OCIIu(RECF0n-W&S,LRECLu 1?
SL K ZES1790BFgu)88~
25 XXFT10F001 D0 UNXT-STSDASPAC
- CTLP(2 PS)),
S0 36 XX DCI' (RECF~q'VBS,LRECLxU 2B4,BLKSIZE=1l7960,BUFNO'2) 0 18 26 XXFT11FOOl 00
- SYSOUTS, Xx CBs(RECFA'FBLRECLu80,eLKSIZ '8 0) 0 39 27 xxT12FOG1 UHTSSOAoSPACf(CL( 0 EL 1 DCI'CRECFK-VBSLRECL-12$4ogLg ZEx17980oBuFkD'Z) 28 xxFT13FOOl 00 UNIT0S1$OAoSP L (1
))
29 XXT14F 0UNITSSOASPACS)),
xx 0CgsCRECFP4SVaS,LRECL'1?2 8 6KiZEUI 79B0.SUFNOx2) 0305 30 XXFT15FOO 00 uNTxSVSDASpAcE(CYL (OS)),
00CO16 XX 0CB'(RECF'4'VBS,LRECL'12 24,BLKSlf1E'1?980,B tFNO=2) 00470 31 EXFT21FOO 00 UITzTAPE00SP'(NEWKEEP
- CBz0EN&
LASELzETPD=51 000040 XE r OSM'PLOT. £PLOT Am 0 O 9 32 xxT22F001 00 UNITSYSOASPACEz(CTLp(20,5)),
XE OCBx(RECF VSLRECL 284A= BLKGIGE'17980,UFNO=
A 51 33 XXFT23FOOS 00 UNITSYSOASPACE(C 05
8*.
~
~
~
u LAS P-~C+/-,A RPA IEF ~ APL 2e, 1934'.
~SC C S IS 1 4 C0
S T -4T
!d S SA~
[
1t53 1 Su5STITUTION JCL -
PG-<PC50,PARM=P947
/
IE~eiL SUiSTITUTION JCL -
5fCUT=A 1 2 I
SYSC;UT=A,[ b=( E CFM=FA,- L SLIZEzLC) 15 I F 1 l $UoSTITUTION JCL -
P k o zP 447,T I M
=
2 Hobbl SuzSTITUTICh JCL -
50SUT=4 3i
- EF653I,uaSTITUTIGN JCL -
05N=PLJT.NONE IEF2351 ALLOC.
FOR iCE34OLC PRJGUSE GC IEF2371 7AA ALLOCATED TO STEPLIS IEF2371 7AA ALLOCATED TO SY500004 IEF237I 7C6 ALLOCATED TO FTG1F001 IEr2371 JES2 ALLOCATED TO FTOoFO01 1F1421 SCE84CLC PROCGUSE GO -
STEP WAS EXECUTED -
COND C3DE 00OJ IEF2351 SCti.PROD.LOAD KEPT IEF2851 VOL SER NOS= SCE003.
IEF2851 SYSCTLG.VSCE003 KEPT IEF 2851 VOL SER NOSs SCE003.
IEF2851 SCE.PROGUSE.DATA KEPT IEF285I VOL SER NOS=
SCE004.
IEF2 5I JES2.JOB07899.500102 SYSOUT IEF 373 STEP IPROGUSE /
START 84124.0121 IEF 3741 STEP IPROGUSE /
STOP 84124.0121 CPU OMIN 00.12SEC SS OMIN 00.01SEC VIRT 136K SYS 244K EXT GK SYS 3852K STEP END STATISTICS FOR STEP ***
PROGUSE PROGRAM NAME ***
P050
- 0000 COM CODE S
0121:09 STARTED 01:21:10 ENDED 30:0:01 ELAPSED OC:00:01 NET TIME 21 S OPACI71 136K VIRT CORE USED 2048K VIRT REQ0 165 DSP PATY SEL PRTY BASIC CHARGES-CPU TIME
.12 SECONDS AT
.05000 $/SEC a
VOLUNTARY WAIT
.43 SECONDS AT 00 0 SSEC a
BASIl SU8-TOTAL a
- AL DEVICE CHARGES-DEVICE UNIT OCCUP-----
TYPE ADDA NU14BER S EACH NET SEC
$/SEC 3380 COND C 3380
?2
- 888OPCI 3380 07C4 3
.001
.0
.0 00
- DEVICE--------MOUNTING------
--- EXCP- --
-- OCCUP--
CLASS NUM SEA CHARGE CHARGE CHARGE 0
.00L PRT
.0 TAPE 88 1:88
.00
.00
.000 U/A OTHER
- 88
- 88
~DEVICE SUB-TOTAL
- .0
- STEP SUB-TOTAL
.01 X 1.00 PRIORITY AND SHIFT FACTOR z STEP TOTAL S.01*
.EF23TA ALLOC. FOR SCE84OLC INFO GO
/
LEF2371 OHY ALLOCATED TO SYSPRrNT IEF2371 DM1 ALLOCATED TO SYSIN
.EF2371 7C4 ALLOCATED TO SYSU.0
IEF2371 JE?
lLLCAT:C TO SYSUT2 IEF14?l SCE34LC INFC GC STEP eAS EXECUTED COND CODE j30 IEF2;51 GCt.INFG.DATA EPT IEF2!I 4ZL SE NJS= SCE034.
IEF2 1
5 SCTL
'C.v CE Cr>
KEPT E2951 2t SV3 I.05= SCE03.
IEF251 JS2.JC73v. 10,13 S3UT 1 F-3751 STEP
/INFO
/
START 5.12.C121 2
ExT K 575 8
2 EF3741 STEP /INFO
/ STOP 34124.
121 Cu Cu I 0.075EC Se OMIN
.5OSEC vtT 40 SY 5
T STEP END STATISTICS FOR STEP ***
INFO PQOGRAM NAME ***
IEdGENER
- 00 0
o CON CJDE 01:21:11 STARTED 01:21:11 ENDoD 00::3:31 ELAPSED C3:00:33 MET TIME 1.4 OPACITV 44K VIRT CORE USEC 2048K vIRT REQD 105 DSP PRY SEL PRi I BASIC CHARGES-CPU TIME
.*07 SECONDS AT
.35000 S/SEC VOLUNTARY WAIT
.31 SECONDS AT
.03000
$/SEC a
SASIC SUB-TOTAL a
.00*
DEVICE CHARGES-DEVICE UNIT ExCP---------
OCCUP-----
TYPE ADOR NUMBER S EACH NET SEC 5/SEC 11189 8'i
- 8888
- 38
- 88848 DEVICE
MOUNTING-------
--- ExCP---
-- OCCUP--
CLASS NUM SEA CHARGE CHARGE CHARGE DASO 88~ 8:8.00
.00 c.00
.viA.00
.00
.00
- OTHER
- 88
- 83
- 8 DEVICE SUB-TOTAL 0*
STEP SUB-TOTAL
.00 x
1.00 PRIORITY AND SHIFT FACTOR =
STEP TOTAL x
5.000 IEF I ALLOC. FOR SCE84OLC 60 GO IEF I 7AA ALLOCATED TO STEPLI IEF I 7AA ALLOCATED TO 575000 8
IEF 71 220 ALLOCATED TO FT IFO 1 IEF 71 A40 ALLOCATED TO FT 2F IEF 71 12F ALLOCATED TO FT 3F IEF 71 850 ALLOCATED TO FTO IF IEF 371 JES2 ALLOCATED TO FT SF IEF237I JES2 ALLOCATED TO FT 6F IEF 237I AS1 ALLOCATED 70 FT 7F IEF 371 840 ALLOCATED TO FTQ8FO IEF 371 A5 ALLOCATED TO FTO8FO IEF 371 12F ALLOCATED TO FTO9FO 1 IEF 371 AS1 ALLCCATED TO FTIOFO 1 IEF2371 JES2 ALLGCATED TO FT11F301 IEF 371 A40 ALLOCATED TO FT12F 0 IEF '71 843 ALLOCATED TO FTI3F IEF 371 84V ALLOCATED TO FT14F IEF2371 220 ALLOCATED TO FT15FO01
I F2 7I 1 A A L L-C AT E 0T. F T 22 F) l:F2!71 5
ALL5CATED TO FT2!311 EF14?1 sC;34'jLC G3 D
STE? wAS EXECUTED -CONO CODE )00 1
2 15 1 C z PR30.L:;Aj K EP T 1zF 2~ e i 1L 0 oSz S C EO33 L~2
'f SCTLG.VSjCEGC5 KEPT I E 5 5I VZL SE241=
- A SCEO 3 IEF t5 VOl811 SE
,l NZ9i A --. SCE3 4OLC-.Q300DtDC2 DELETLO I EF2851 O
V E
0O
.2 CAO 3.
JEF2851
)v814T02 9..7AC30.SCE643LC.RJ0O0C3 DELETED
[EF2E51 VOL SER NOS-SCRAC.o,,
IEF285I STS84I 21.T31 2109.RAO. SCE84OLC.R3000CC04 DELETED IEF2651 VOL SER NCS= SCRA0I.
IEF2851
.ESZ.JOB 07399.Slrl01 SYSIN IEF85I JES 2
- 4.80d99. Soui1 4d SYSOUT IEF 851 S T58z 12 T0121 9.RAOO0.SCE84OLC.2000005 DELETED IEF2b5Y VOL SE R M08A SCRAO4.
IEFZ8SI ST584124.TO 12109. RAO0.SCE84OLC.E0000006 DELETED E q5L VOLYS R NOz EA IEFe~I 55 24.1012189.A280O.SCE84OLC.RO000007 OELETED IEF285I VOL SER kOSz SCRA04.
1EF2851 SYS$4124.T012109.EAOOO.SCE84OLC.ROOOOO08 DELETED IE F~bSI VOL8SER N08-S EA0660 IEF 8I SYS414 1 2 29. £00 SCE8 40LC.RO000009 DELETED JEF8 1
VOLSERNOS* SCR*04.
IEF1651 JES2.10B07899.SOO105 SYSOUT IEF 851 SYS84 24.T012109.RAOOO.SCE84OLC.ROOOOOIO DELETED IEF 851 VOL SER NO08;Z$89EAO300 LEF S51 SYS84t24.T RA10.
A 6 0SCE84OLC.ROOOOl DELETED LEF2851 VOL SER NOST $CRAO2.
IFZGSI S YS84124.TO1 09.RAOOO.SCE84OLC.90000012 DELETED IEF I~
VOL SEE ND $=$
CEIAO20 IEF a51 S 1584124.1 01219. RA 6 0SCE84OLC.RD000013 DELETED IEFJ~851 VOL SEN a
CRAOS00 YEF P81 STS84124. 31209E 8 0SCE8 4OLC.00000014 DELETED IEF?85 I VOL SE R NOS=
RCA03.
IEF 2851 SYS84124.TD1I 109.RAOOO.SCE84OLC.EODDDO15 DELETED YEFZ85I VOL SEE NOSK SCRAOI.
TEjlIIE
/Q I11A 11J:121CP IEF ~I TEP /~
I STOP 13 Cp 7MIN 45.OTSEC SRS OMIN 06.18SEC WIRT 115Z4 SYS 344K EXT OK SY5 8552K STEP ENO STATISTICS FOR STEP **.
GO a.PROGEAM NAME ote P947
'.0000 CONO CODE 01:21:12 STARTED 01631:39 ENDED 00:10:27 ELAPSED 00:10:23 NET TIME 74.8 OPACITY 1152K WIRT CORE USED 2648K WIET REQO 105 OSP PETY SEL PATY
- BASIC CHARGES-CPU TIME
-465.0?
SECONDS AT
.050
/SEC z
23.65 VOLUNTARY WAIT
-157.64 SECONDS AT
.00080 S/SEC 0
BASIC SUB-TOTAL 23.25a DEVICE CHARGES-DEVICE UNIT------------ EXCP ---------
OCCUP-TYPE DOE NUMBER S EACH NET SEC S/SEC 3S30 07AA 91
.0)020 622.71
.003000 3330 07AA
.00023
.00
.00000
S1?
.J2
~
2 271 G 1ul_
4 5,514
.50020 2.71
.CO00
. 53 2F 75
.)G?:)
622.71
.00Jc li 0
i0 47
.6)320 o22.71
.0 &
S 2451 3,87C 3G I o22.71
.000 21 3
)32) o.2.71
.330 0535
.00C1
.71
.COuC 338) 000J1
.0023
.00
.00
.DEVICE OUNTING-----
--- EXCP---
0CCUP-CLASS NUM SEA CHARGE CMARGE CHARGE GASD 00 2.00
.00 1.89
.CC 1.=
TAPE 00 1.00
.0
.o
.0
=8 UI
.',1
) c nL' Gc OTH0
.doOO2
.S0-
-IDEVICE SUB-TOTAL 1.89 TAPE 00 1.00.00 DEVIE SB-TTAL1.89*
S STEP SUB-TOTAL 25.14 X 1.00 PRIORITY AND SHIFT FACTOR =
STEP TOTAL
=25.14' IEF3751 JOB /SCE84OLC/ START 84124.021 IEF3761 JOB4SCE84OLCI STOP 84124.0131 CPU 7mIN 45.26SEC SRB OMIN 06.19SEC
- JOB PERFORMANCE ANALYSIS AND CHARGES FOR USE OF SO CAL EDISON COMPANY SYSID-A0 vS/2 RELEASE-03.8 MODEL-84 a
,?9NAM8 SCE84OLC ACCO NT No. -
7838d76900 DATE -
3 MAY 84 JOB CLASS -
C 74.6 OPACITY 2
u:1: 9 STARTED 01:31:39 ENDED 00:10:30 ELAPSED 001:24 NET TIME JODB PRTY JAS RELEASE 1.0.0 a
- BASIC CHARGES-CPU TIME
-465.24 SECONDS AT
.0508 S/SEC x
- 23.
- VOLUNTARY WAIT
-158.38 SECONDS AT
.0uu S0
$SC.
a3~
- BASIC SUB-TOTAL z2.6
- DEVICE CHARGES-DEVICE--------- MOUNTING -------
EXCP---
-- OCCUP--
- CLASS NUM SEA CHARGE CHARGE CHARGE a
O ASO 00 2.00
.001.9
.00 z
1.89
- TAPE 00 1.00
- 80
- U/R 8fl
- 8 OTHER 00
.00
=
0 DEVICE SUB-TOTAL a1.9'
- PRIORITY AND SHIFT TOTAL a.00 JOB TOTAL a 25.15 JOB CHARGE S
25.15'
.a a*****e Fe
plpppppppF-AlA.AAAAAA PPPPPPPPPPP Wv WV p~ppppppppp AAAAAAAAAAA pppppppptoPPP WV WV P P P P A A A~ L P
PP WV p v v PP PP AA
~
A PP pp vv v
P P
pP
.A AL A P
P' WV p v
V ppppppppppp A~AAAA.AA+/-I ppppp p
Wv V
pppppppppp LAAAAAAAAAAL ppppppppppp V
Wv Pp PA L AA p p VV vv PP LA LA PP VVVV P pA A PP pVVWv P 9 AL AA A
P P d
RP p A
A pP V v USC VERSION TvdG o GCT05ER 1977 SCE VERSION PAPI s JUNE 23 1931 05/03184 01:21:15 SONGS ONE SIR VALVE OXSCHAR-.
PIPING TIME HISTORP ANALYSIS
01 PiCT AT tu m:L 01
'C - AL P-JLt4T5 7 S uL.,
FLEUET TY PES S
S L. CLNA AASiIS SLUTIN MOD (000Ex)
=
TACr Q.
MDAL EUTACTIC 3
~
EQ. 1, GATA3 CHECK EUSBE FS N
PCTSUP E
E
.4 01; IE CT INTEGRArICN E.5, F.. UE %CY RESPGNSE ECQ.6, BUCKLING ANALYSIS SOLUTION ODE (OCE
)
0 EQ.
U EXECUTION EQ. 1, DATA CMiECK EQ.-l, EXECuTION L COMeI'4E BOUNURT LOADS NUMBER OF SUBSPACE ITERATION VECTORS (NAD) 5 0
EQUATIONS PER BLOCK z
0 TAPE10 SAVE FLAG (NIOSV) z 0
GRAVITATIONAL CONSTANT
=
386.4C TOTAL BLANK COMMON (MTOT)=20000 BANDWIDTH MINIMIZATION IS REQUESTED REQUIRED BLANK COMMON FOR THIS STEP=
877 MODAL POINT INPUT DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NUMSR X
T x
y Z
x Y
x T
1 2.935 3398-.954 G
470 0
0 0
0 01254
- 21.631 0.407 0
4 70.0008 3
0 0
0 0
- 0.
-18.449 0.0 0
470.000 4
0 0
0
-9.35
- 0.
47.
5 0
00 47.00 6
08
.0
-1. 0 7.0 7
0
-3 s
.50 470.80
-1 86880 3
-63.5 4
0 7
82 0
- 883
-63.58 0
470.
3 0
-48. 0
-63.5 0
47 0
85:4 8 12.5
-63.
47 14 0
0 0
.8 3
-112.50 47 15 0
50 47 17
.8 1
.9 6 47 S0 0
0 2.025
-112.500 3.287 4
19 0
0 0
83.938
-112.500 41.375 470.000 20 C
0 69.59
- 125 55.713 s
47 048.
86 564 470.0 22 0
0
-25.761 2564.50 0
470. 00 23 G
0 0
0 0
0
-46.974
-112.500 55.713 470.000 24 0
c 69.188
-112500 470.
25 1
1 1
166.49
-2.2
-1.06 870.000 20 0
0 0
)
0 68.497
-1.631
-0.407 470.000
-~~
-i75 D.
e 7 ? -C
-7 5 CL750
).
.5 4
7 0.
1.75
.5
^470.6 1
11.375
-4
.o5-
- 3.
J 47,3.000 7~ ~ ~
~
5 5
7LC S11.75
-3.5u C
47
.0 37-. 0 D175
.- 3 S
47).000
-,~
1.(575
-4S.>
7 0C 3
072 5
-9
.3 3.50 4 470.C0
~~~ 1 3 I.1.75
-43
~
3 7.~0 35 11 75
-o 00- 3.50 3 47.00 37 1
1 o 7 51.672
-94. 50
-63. 533 4 7. G 42
- 72. 13
-94.500
-17.2s 07C.00 45 C 3
i0.
12202
-94.503 3.587
- )
470.300 4
3 3
0 190.6
-94.503
-17.25
)
470.00 45 G0 69.59
-94.5 55.71 47 u0 0
1233.015
-94.501 3.257
.yj 43 C
v90 c
12.065
-94 So 87 5
4 3!
0Q As 0 0
0 48.386 64.50 47 7
0 3
0
-25.761
-94.503 04.500 0
470.000 4c 0
0
-46.974
-94.0571 C
470.008 49 0
0 0
-69.188
-94.5 50 0
470.
50 0
0 0
0
-69.188
-103.50 33.502 C
470.000 1
0 0
0 0
-69.186
-125.5G 33.500 0
470.00 53 0 1
-69.188 133500 33.5 0 0
470.0 53 G C 0
-69.188
-1 335 0
7 54 0 00
-54.543
-169.145 33.5 470.0 55 0
0 0
0
-29.832
-193.855 33.500 0
470.0
-15.188
-229.211 133.
0 470.0 5-15188
-20.500 33.580 0
470.0 58 1
0 1
0 0
-15.188 334.503 33C50 0
470.000 59 0 0 0
0 6 -15.188
.500 33.500 0
470.00 60
-49.188
-346.50 88.211 0
470.000 63 0
0 0
-49.188
-346.50 142.50 470.00 064
- 49.1 39
.5 47.0 0
865
- 49.
44 47.0 66
-49.
-44
.$9
- 47.
0 67 0
0
-3.872
-499.500 171.369 0
470.000 68 89 83 849 titlill it:j'l$
1 48:8 5 3A 0 99 9
44.1 0 098.438
-549.
2.e61 4
7 171 9.438
-556.3
.661 4?7 73 1
1 8
5 8 :11:88 -'l:88 64:588 8
i8:888
r0 DU DAf L k I ITIG CIDE S NCOAL POINT C.)RINATE5 1
1 1
1 1
1 2.35 27.37 C
1.254
-21.031 7
4 7.
1 1
1.)
-4
.0 5-6 30.0.
C 1
0 5
47.0 1
4
.. 4 38
.7-6.
.0 C03.5047 0 15 ?
0 01 0
1.1 412.0 33.5 C7
.0 0
16 11 0
0 0
3.1 1250
-23.503 470.030G 17 X,
0 o
0 0
1 470.0 1
0 C
0 0
0 0
12.5
-112.500
- 6 3.2 470.000 1
0 100083
-112.500
-137 470.
12 0
0 0
0 3.899
-11 2.500
-53.71 470.30 16 1
0 0
C.
0 15.831
-112.500
-23.500 470.00 14 c
169.18
-112.500 33.5007 16 1
1 1
1 1
0 6.781
-1123.52
-3.063 470.300 19 3
0 0
0 0
83.938
-112.500 41.375 470.300 20 0
0 0
0 0
0 69.599
-112.500 55.713 470.030 21 0
0 0
4 t.356
-112.50 o4.500 470.000 3 9 69.75-
.538 3 ~~~
u3.5635 0
47.
34 0
3 0
0 0
-6918 12.50
-63.500 470.000 25 0
1 0
0 0
116.875
-230.75
-63.50 470.00 8b49
- J.1
-.07 4
0 0
0 0 69.75
-8:6 47.0 29 0
0 0
0 0
11.75 061
-63.5 478.010 78 41.875 9.0
-63.500 478.000 3
72.81
- 9.5 6350 47.0 9 ~
~
§ 100.813 945
-63.500 47.0 40 0
00 130.812 94.50
-33.500 47.
41 1
1 1
0 0
130.812
-94.500
-23.500 4
44 0
0 0
0 0
0 90.063
-94.500 35.250 470.000 45 0
0 0
0 8
6989
- 9.
55.71 470.000 48 08 8
- 6.
-48.
65 47
- 49 0
0 0
0 0
-69.188
-94.50 33.500 470.00
-8 8 8 8 8 8
- 1
-94:88 1:6 88 18;:88 52 0
1 1
1 0
0
-69.188
-133.500 33.500 470.000 54 1
0
,-51.52
-919.15 33.5 0 7.0 45 0
0 0
0 0
-29.863
-194.850 33.50 470.000 56 0
0 0
-15.188
-294.211 33.500 470.0f0
1 1
15 3o 3e5
$350 470 D
- 5)
S131 5 5 35C 473 J
0 C
4 6501 5 2.15 5 4 7 4~ 1 34
.5')
r Z21 1
- 47.
49 1~
a 147 o-.
12 A b~
- 39 5 -j 1)253, 47 05 1
1 1 8
-41~42 5 j 1 -2 5'-
47.0 06
-4 1 a 3
9.50 1 92.5 3 4 7C~
67
- 3.872
-4 44.
500 1 71. 55 47G.'C.
C9
- 0.
0 5312
-499'.53 144.51O 470.03 7C 0
0 C. C 3
9o.436
-549.533j 1123.c61 4.7 71 1
1 1
1 1
98.438
-55S5.375 1 23.601 7-C 72 1
1 1
3 0
-25.000
-112.500
- 64. 50C 470.)NO 73 1
1 1
0 2
0
-25.060
-94.500 64.500 470.3CO
U.
.u T
P4.
2 1
5 7
1 11 12 1;
14 15 13 17 15 5
le
- 7.
21 22 25 24 s
25
?7 28 2
50 7
31 52 31 34 5
So 3?
T 3?
4 4.1 9
42 43 44
.5 46 47 10 C
48 4
50 51 11 52 53 54 55 56 57 12 58 59 oC 51 ed 63 13 64 65 60 67 o3 69 14 73 71 72 75 74 75 15 76 77 78 79 do 81 16 0
0 82 53 J4 17 85 46 8
3 89 90 18 91 92 93 94 95 96 19 97 98 99 100 101 102 2303 14 1J5 106 107 1V8 1
1H9 110 1 1 1 12 113 1 4 22 115 1 6 1
7 118 119 1
0 23 121 122 123 124 125 126 127 128 129 136 13 11 25 0
0 0
0 26 133 134 135 136 13 13 27 139 140 141 142 143 144 8 145 146 147 146 149 150 29 151 15 153 154 155 15 30 157 158 159 160 161 162 31 163 164 165 106 167 168 ji 11
- 2Zj 2
1; 174 17 17 160 34 181 0
182 183 184 185 35 0
186 0
187 188 189 6
91 192 193 194 195 37 196 197 198 199 2Q0 201 38 202 203 204 205 2 6 207 19 48 J9 210 211 2 2 2
43 ZZ9 230 231 232 233 234 44 235 236 237 238 239 240 45 241 242 243 44 245 246 46 247 248 249 250 251 252 4
24 265 26 26 2
250 50 271 272 27J 274 275 276 51 277 278 279 280 281 282 i i8 281 2J~ 9G 91 54 293 2'4 295 296 297 98 55 299 500 301 302 303 534 56 505 306 3 7 308 309 S10 57 311 C
312 313 314 510 58 0
316 0
317 316 319 I,
32 2
5 23 35 57 31 3??
373 7?
75 !
376 69 37?
7 7e 75.
7 ~
- 7) 3 t3 3c e
5 26 17 3dt 3 1 7
90
T L
1 r
T j
A T
'4U.er P~ L'~
~L tS 71 1* IJ 1 e C~
F
-T L ST S 1
t~l~t2~fjE
%Put PCZNTSI NiJMBEa OF SECTIGN P23PERTY SETS s 3
NUMBER OF fiAINCM POINT kOOES a
0i MAXIMUM MUPSER CF TANGENTS
.COMMON TO A BRANCH POINT a
FLAG FOR NEGLECTING AXIAL DEFORMATIONS IN6 SEND ELEMENTS z
0 CEQ.1p NEGLECT)
M ATIERI A L P ROP ER9T Y T AB6LE S MATERIAL NUMBER a
- 1)
NUMBER OF TEMPERATL RE POINTS s
- 1)
IDENTIFICATION CCARSON STEEL POINT YOUNG*S POISSON'S THERMAL NUMBER TEMPERATURE MODULUS RATIO EXPANSIOJN 1
470.00 27900000.0 0.300 0.6960-05
r T T L
)T 2 u I.tC
-L L
10RE IAsS/
Eic I
A T E T
N'fY S
~
iA R u s 1T L E GT m UN 1T L ENGT1
- t.
c Q
p P I
FC&S A
CASf B C A T-DIRECTIC4 GRiAVITY5:2 Z-IETC GRAVITY
~
0.0 THE RMAL 01 STORT ICh 0
p RESSURE OISTORTICk 10SA A8 8:8
TLMc' ELEPET N
t I2 MTATL.
uCT.ck RE Ft NCE INTkN A L D I R f C
T O
E NCC tuT um TYPE
-J
%USER mbE TLMPEATUE PREsSUE A(VA)
A(TY)
A(YL)
INCo ENT TAG R A IUS)
POI T) 0 Cl1 AIE)
'INATE)
OPOINP4TE)
FPACTI:.)
IA.
1 T As%
1 1
7C. 0j 1;
- 2.
0 1
2 E
D2 41 3
7'C.00 101 0 I
TAN T 3
1 3
70.00 1
o.o 0.0 1
l 1C 4
TAN T 5
1 3
700 0.0 T A NT 5
1 70.1 0.0 0.0 1
II 1
6 TANGY 7
1~
7'
- 0.
8:
- 79.
I5 70.0 I c C
30.000)
(
) C 0.0
)(
0.0
)(
-63.500)
C 5.0000) 11 9
uTA 9
10 1
1 78:88 188:88 8:8 8:8 8:8 1
I 1 20 10 TANGT 10 11 1
1 70.03 100.00 0.0 0.0 0.0 1
II
- 1) 11 BEN3 11 12 1
1 0(
0.0 IC -112.5c0)(
-63.500)
(
3.3000) 12 12 TANGT 12 13 1
1 70.00 100.00 0.0 0.0 0.0 1
II 12 13 TANGT 3
15 17 1.0 0.0 0.0 1
II 12 14 SEND 13 5
4 188 IC 1
E
- 0) 130.812)(
-112.500)(
-63.500) (
3.0000) 12 15 TANGT 15 16 1
1 7000 1.O 0.0.
0.0 1
II 9
16 TANGT 16 17 1
1 7.0 1:.O 00 80.0 8:8 1
II 9
17 BEND 17 18 1
1 7 0.00 1
00 1c C
30.0 0)
- 10)
C 130.A13)(
-112.500)(
-5.500) (
3.0000)
IC 12 18 TANGY 18 19 1
1 70.0 1.0 0000 1
1I 12 19 TNT 19 20 1
1 70 1008 0..001.
IT 12 20 BN 20 211C
- 80)
C)
C 60.613)(
-112.500)(
64.500) C 3.0000) 12 21 TANGT 21 72 1
1 70.00 100.00 0.0 0.0 0.0 1
II 283 22 BEND 22 23 1
C 8:880) 10)0(
-3.18d)(
-112.500)(
64.500) (
3.0000)
Ic 12 23 TANGT 23 24 1
1 75.00 100.00 0.0 0.0 01 i
12 24 TANGT 25 2
1 7.O 10.0 0.0 0.0 1
II 6
25 BND 26 2
1 C
- 0)
I C
69.750)(
-20.313)(
0.0
) (
3.0000) 12
- 26 TANGY 27 28 1
OA~
0.1 1I1 28 TANGT 8:
IH iI 29 TANGT 30 31 1
1 70.00 100.00 0.0 0.0
- 0.
1 II 12 30 BEND 31 32 C
8:800) 1 0
69.750)(
0.0 HC
-63.500)
(
3.000G)
IC 12 31 TANGT 32 3
1 1
70.00 100.00 0.0 0.0 0.0 1
II 12 52 bEND 33 34 1
1 70.00 100.00 IC C
26.000)
C
)
C 11.875)(
0.0
)C
-63.500)
(
3.0000)
'I -L P
r
~
T u
I i L r
E T L TL.
- C T j P
9E F 9N C~
INTE RN A L D I C T 1 C N I
N P.,e IJT IU n
TYPE i
-J NU"BER U'bE Z TE PERATURE PRE5URe A
A(yy)
A(Az)
INC Q 14 T TAG
( hN
( T H '
( x5 -
(.s (1%
(
L L rACiuS)
POINT)
OROINATE)
OkCINATc)
)RCIt4ATE)
Fe CT.JN)
TS TA~'r 4
1 1
7.1 0.C
.C 11 4
TA 6T 5
3 1
1 1
1 5
E D J 3711 7
.00 lCc o
I c
( 3
- 0)
(
)
(
1 1.675)
-9 4.5 00)
- 5. 5 1)(
- 5.
3 It 30 TAN.T 37 35 1
1 70.01 1
.00 1
- I 12 7
TANGT 3
3?
1 1
7".O 1
C0.0C 0.0
- 0.
II 12 6
BEND 39 4'0 1
1 1 0.00 IC 30.000)
(
)
C 133.d12)(
-94.500)(
-63.500) C 3.JCOC) 12 39 T
8:
188:8A N:8 8
8 4
i 4.0 TANOT 4
42785 9
41 BEND 42 43 1
1 70.00 100.00 IC
(
30.200)
C ) C 130.312)(
-94.500)(
-5.500)
( 3.0000) 12 T~
TA NCT 43 4.4 1
1 0
1 11 1 2
.3 TANGY
- 44.
45 1
1 78 :
88 1
8:88 0:
- 9 1
11 12 44 BEND 45 46 1
1 C10.00 IC
( 30.800
(
)
(
60.813)(
-94.500)(
64.500)
(
3.C 0000) 12 45 TANGT 46 73 1
1 70.00 100.30 0.0 0.0 0.3 1
II 148 4o BEND 47
.3 1
1 70.00 100.00 IC
(
30.0a0)
(
)
(
-38.188)(
-94.500)(
64.50.) (
3.0000) 12 47 TANGT 48 49 1
1 70.00 100.00 0.G 0.0 0.0 1
11 12 4d TANGT 49 50 1
2 70.00 100.00 0.0 0.0
- 0.
1 11 12 49 TANGT 0
24 7T0 0.0
- 0.
II 13 5~
TANGT t4 2j 10 1
11 16 5
TANGY 1
52 1
.8 1 000 iflif 08 1
1 10 52 TANGT 52 53 1
2 70.00 100.00 0.0 0.0 0.0 1
II 10 53 BEND 53 54 1
2 8:880) 100 00(
-69.18a)(
-154.500)(
33.500)
(
3.0000)
Ic 12 54 TANGT 54 55 1
2
- 70.
100.00 0.0 0.0 0.0 1
II 12 55 BEND 55 56 1
2 700 10.00 Ic 5
50.00)
( 0
(
-15.186)(
-208.500)(
33.500) (
3.0000) 1 12 56 TANGT 56 57 1
2 70.00 100. 0
- 0.
0.0 1
II 11 57 TANGY 1
0A8 8:1 9
8 TANGY 1
I 10 9
BEND 59 60 1
~~IC C
15.000)
C
)
C
-15.188)(
-346.500)(
33.500) (
3.0000) 67 TANGT 60 61 708:8 100:00 0.0 0.0 0.0 1
i 6
BEND 6~
6 t
7 10.0Ic C
50.000)
C
)
(
-49.188)(
-346.500)(
67.500) (
3.0000) 62 TANGT 62 63 1
2 70.00 100.00 0.0 3.0 0.0 1
II l
63 BEND 63 64 1
2 70.03 100.00 IC
(
50.000)
(
)
(
-49.18d)(
-346.500)(
192.500)
(
3.0000) 12
c1~r; L
1
.uDAT:JN.
L ofT.
- A.gITI I
LATION LC)
A 4
F TI IT T M E S Qu C F C
E xx I
11I 1
71
)
G CG 2
70 55 C
51 32 395 SQ.
5 3 5 35 5
5!7 Si 4
377 S78 379 1 G 331 3P2 5
o?
371 372 373 374 375 37o 6 80 385 386 367 3o0 34 37C 7
65 360) 0 361 362 363
- 56.
S o4 354 3s5 356 357 358 359 9
63 348 349 350 351 552 353 1&
82 0
344 0
345 340 347 11 9t fi
- 11.
1t It' 1
- 1. ?
13 59 326 327 328 329 330 331 14 58 20 21 22
- 32) 24 325 15 57
'1 18 19il l
55 305 30 11 18 54 299
) 0 31 502 0
304 58 59
~
9 91 9
251 28 22 2;3 254 85 280 2
49275 76 277 5
72 0
0 4
910 11 8
3 13 14 5
16 17 18 29 4
19 0
2 23 24 5
9 10 5
56 59 60 412 6
6 9
71 5
4 7j 719 1
10 A 8 20 19 1 1Q 1
113 114 W 19 21 1'ltltltl)f 47 6
0 14 1467 42 154 1s 156 157 154 59 43 1616 19 7
71 44 176 7
17 19 18 45 14 18?
18 189 19?
19 19 46 So 199 9
4 2
49 242 14.3 44245 411
L.
T I%
P u
T A
T A
- L
-4 L
P4 h C*~ -4A TL.
~ CT I 2t EFE 2N CE 14TERNAL CI~~CTICN C03IN~S~r.U N TY?
.3 EJ ;ue ~ NM TEXPERAiUR PkESSUktA A(TV y(1 A
N c 2 - "Nt T A
(~EiC (THIRO (XS-(YS
(%.ALL T5 TA.T N ~
T.
2 7XC 3Z)u.
t O
~
E pi o5 o7 1
2 73136
.J I C s o.C
)
C
.l
)t
-4 99.5.0)(
1 q2.530)
C 3~
67 T A..T t,7 c'4 1
7-::~
1'C 3 61.U 1
2I 1 6 ~
TNT E 12
.2 1012
~
66 0
7 C-7 C.,
100.300 IC C 50.0).-)
8. C.
'~.3:s -499.5CL) 123.661)
C 1. 0 C
79 TNT 7 11 2
70.03 100.00 9.0 C.0,
- 1.
I 71 TANC.T 7
21 1
70.00 100.03 0.0 00
~
o1I 7
- 72 TANGr 73 47 1
1 70.00 100.00 0.0
- 0.
0 1
11 2
25 2
2U 2 211 2i 215 2 1 2 17 21 11 1 043 140 141 142 141 144 e2 23S 1 27 12 1 12 1 13) 1 131 1 3?
t5 2 1 1 15 11lo 1 17 l id 19
?
04 1o 1035 104 135 1 )o 171.
5 1 7 0
94 59 66 15 83 84 85 ao 37 07 1 1 7
~
73
- 74 75
- 6 77 69 11 61 62 83 64 65 06 90 50 S 51 52 53 54 707 37 3
12 bAkOvIOT" PRIOR TO RE$EQUE4CIIras BANDWIDTHI AFTER MESIQUIUCZM4 sAMOwIOTi MINMZATION TIPE LCG READ FILE AP40 SET uP MNIf4PLATlOk' PfaFORp THE "NIPZZATIONG REwRITE Tl4E DATA FILES
.3s TOTAL FCR AININIZATION 0.43 CZ.QuIREO BLANK CG.IPCU FOR THIS STfPm 1446
L
ifuT~
~
L'WET Ll A C "ULTIPLIEB' LrCAO CAS:;£C O.c
~~:
u ILTL' CN~~
0 1
0 A
L~
t~ £I E V A ryT G
f-uCTISi AL2,£L FUmeC-T I otS £A ZV11E AT TIMEF ZE4.2 mu~t OF SOLuTZ0%
TIME STEPS A15300 CUTPUT (P11108)
INTERAwL a
16 SOLUTION TIME INCREMNT a
0.10300-03 PASS-PROPORTIONAL DAMPING COhEFFICIENT (ALPHA) a 0.0 STIFFu!SS-PSCPORTIOMAL UAPPING COEFFICIENT (BETA) a 0.S3000-04 STIFFNESS MATRIi PARAMETERS MZ'hluUX MGM-ZERO OKACONAL ELEMENT:
1.011D00 FAXINUM DIAGONAL ELEMNT MAXIIUM/MIMINU
.Q0.0 AVERACE OIA60MA. ELEMENT a4 100* a DEbNSITY Of THE MATRIX A 24.4.PC1.
41GUIREO BLANK COMMON FOR THIS STEPw 1?Z?
RE04UINEO BLAM& COMMON FOR THIS STEPA 16199
&r.-C L L ZP uT
- 9Z~ ~
FU%C T 1 Gr ARRIVAL TIME
~u m 4:1 10 R ;CC"o aE F E 4ECE m U04E 3
OULTLPLIER r3 1
.Ig(-c*
I I 11 1 SEA)O*.i ii21 7.).1 L)JC'+A 130 1
176 7
13 1
21' 0*1 is I
1 OIH830O.1 39 1 20 191
.11.3O*
1 4
.0ot
.1 45 1
9 a 0.Q 4J~ 1 24 7
0.1000.'
4; 6
1 x.000 391 61t1
- 1 0*
1 61
- 1 3
201
.9 6 0# 0 IEQUIRED SLANK COMA01 F02 T"XS STEP-15762
& Q 1 VA L
T I NE V AL U ES INPUT ARRIVAL TM C
RE AU
riE UT I O F C
T1)DA OF~r 3
PCIIqTS SCALE FACT32
-c.
O.1) *,
- fsCQIpTLc'.
(F02CING FUAkCTIk F 1 Oki ALUE VALUE REQUIRED iLANSM CmmCm FC YjilS STEPx 221 2
.CO0 0
13050*04 3 8 !
NUMBER of POINTS C 15)
SCALE FACTOR
- ~o.
00'1 DESCRIPTION IN WO1DGFu"CION F2 INPUT TIM4E FUNCTION 040ER VALUE VALUE REQUIRED BLAME COMMON FOR TMIS STEPs 621 00:30*
04 05
. ?0 04
'1 0- 1,
)1 $0*14 o-880' 4 1:14 0-1.6300#
I D-- I
- 6500#
- TIME FUNCTION NUM6ER a (
- 3)
N1UMBER OF POINTS
- 14)
SCALE FACTOR a
O.ICOO01)
DESCRIPTION a
(FORCIN~G FUNCTION F3 IN*PuT TIMEf fUNCTION ORDER VALUf VALUE
1 s'2 ~.
5~C 1.2200,0 13 4:I6;a 1
?DC TIME
.u1 uIOW1NUNSEI uuCG
)
NUMBER OF POINTS
- 12)
SCALE FACTOR
.100*S1)
DESCRIPTION FORIN FUkTION F4)
INPUT T1INE FUNCTION OROER VALUE VALUE REQUIRED BLANC COMMON FOR THIS STEPs 621 1 "'ID:0 8:
4 8:
0:
7
- 0.
jf OII 1
S8: 6 0:1 12 11 # 10.
TIME FUNCTION NUMBER a (
- 5)
NUMBSER OF POINTS aC 1 SCAl.E FACTOR
- 10 70700#0)
E S RIPTION a
FORCING FUNL2TIONl FS INPUT TINE FUNCTION OROER VALUE VALUE eEQUIRED BLANK COMMON FOR THIS STEPs 621 1 8S77oo-.3 8:8 3 0.18000-01 0.1931O00 4i~
- 0.
0-1'.001 1 j~fll):
g:8fl 0
-0 0
I6(
3 33ux-30il C.21 'J 11 0.150CO*31 0.0 TIWE FU CTIJ N AsUCE1
= (
)
%UM E i OF POINTS C
- 9)
SCALE FACTOR
( -0.1J000+1)
CESCRIPTION (FORCING FUNCTION F6
)
IhPoT TIME FUNCTION Od0ER VALUE VALUE REQUIRED BLANK C MMCN FOR THIS STEP=
621 1
0.0 2
- 0.
0600-01 o.0 3 0.22000-01 0.3706D+04 4
.240-11
.48Q 20+4 5
.2 0
1 D+ 4 6.2 0 6 0+ 4 7
.3 0- 1 7
0+4 8 8:4088;81 0.73600+04 9
01500+1 0.0 TIME FUNCTION NUMBER a
(
- 7)
NUMBER OF POINTS a (
- 7)
SCALE FACTOR a ( -0.70700+00)
OESCRIPTION
= (FORCING FUNCTION F H
)
INPUT TIME FUNCTION OROER VALUE VALUE REQUIRED BLANK COMMON FOR THIS STEPS 621 1
02 0-
.U ill -
.46000+03~
0*.46000+03 5
1,931D-.
9 8:19888: ? :
TIME FUNCTION NUMBER x (
- 8)
NUMBER OF POINTS a (
- 7)
SCALE FACTOR a ( -0.10000+01)
DESCRIPTION
=
(FORCING FUNCTION F G
)
INPUT TIME FUNCTION ORDER VALUE VALUE REQUIRED BLANK COMMON FOR THIS STEP-621 1
0.0 0.0
2 3iI 1 I
S 2743ZO01 o
Q.10000+00c 2.c0 7 3.150C01
.3 Tlqc FUNCTION NUMdFR z (
?)
hUMBER OF POINTS
= ( 7)
SCALE FACTJR z
( ).?700*00)
DESCRIPTION z (FORCING FUNCTION FE INPUT TIME FUNCTION JRGER VALUE VALUE REQUIRED BLANK COMMON FOR THIS STEPS 621 1 0.0 0.0 2 0.74100-01 0.0 3 3.I80;8 8:68038 4
- 1. 19+0 0.46000+03 5
.1 910+00
- 0.
6
.2 0000 0.
7
.1000+010 TIME FUNCTION NUMBER a
(
- 10)
NUMBER OF POINTS a C 7)
SCALE FACTOR
( 0.10000+01)
DESCRIPTION a (FORCING FUNCTION F 0 INPUT TIME FUNCTION ORDER VALUE VALUE REQUIRED BLANK COMMON FOR THIS STEPS 621 1 0.0
- 0.
2 0890+
0:8 30+
v
.46000+03 9 D+
6000+03 9 0+
6 7
0.15 00+01 0.0 TIME FUNCTION NUMBER z ( 11)
NUMBER OF POINTS C 7)
SCALE FACTOR 0
C 0.10000+01)
DESCRIPTION S
(FORCING FUNCTION FC
)
INPUT TIME FUNCTION ORDER VALUE VALUE REQUIREO BLANK COMMON FOR THIS STEP=
621 1
0.0 c.0
D 3.17 51003 7
.150u0+151 0.0 TIME FUloCTION NUMOER z
- 12)
NUM3EiS OF PCINTS
= (7)
SCALE FACTOR z
-0.1J0000+01)
DESCRIPTIO T
(FORCING FUNCTION F
)
INPUT TIME FUNCTION ORDER VALUE VALUE REQUIRED BLANK COMMON FOR THIS STEP 621 10.0 0.0
.17490#
.0 3
.:17500+
.46000*03 4
.21500+H
.46 00*
5 8 21510+00 80.
6 0300+00 0.08 TIME FUNCTION NUMBER a (
- 13)
NUMBER OF POINTS a C 7)
SCALE FACTOR a C -0.10300001)
DESCRIPTION a
(FORCING FUNCTION F A INPUT TIME FUNCTION OR0ER VALUE VALUE REQUIRED BLANK CMMON 0FOR THIS STEPs 621 1490+1 1
888:
- 888 6p0.30000+#
7
.15000+ 1 TIME FUNCTION NUMBER -
C 14)
NUMBER OF POINTS
- (
- 7)
SCALE FACTOR
(
-0.10000+01)
DESCRIPTION (FORCING FUNCTI3N F K
)
INPUT TIME FUNCTION ORDER VALUE VALUE REQUIRED BLANK COMMON FOR THIS STEPs 621 1 0.0 0.0
I r, c 0 -L 7
.1 5O jS SCALE FACT')I
).7GT.jot) 0O-C;'PTIOI.
(FCQCtI.C, FU'4CT161h F L IP 1JT TIME u SC T 1OI0 ORDER VALUE VALUE REGUIqEO BLANK COMM9ON FOR T"IS STEP' 621 1
0.0 0.1 2 0.cS600-31
- 0. 0*
Z 8:3§:
0 8830: S4 t 8:1N8'088*? 8:8 TIME FUNCTION MNGER 0
- 16)
MSUNGER OF POINTS a C7)
SCALE FACTOR 0
-0.10000*01)
DESCRIPTION a (FORCING FUNCTION F M INPUT TIME FUNCTION ORDER VALUE VALUE REQUIRED BLANK CONNON FOR THIS STIPS 621 1100--
- 98880:84 T.AE FUNCT ION NUMBER a(17)
MNGER Of POINTS a(7)
SCALE FACTOR a(0.707000O0)
DESCRIPTION
- (FORCING FUNCTION F N INPUT TIME FUNCTION 00R VALUE VALUE BE:JUIQE:O BLANIC C 01N0 FOR T1415
'1 EP 21 1.
%.a~
U OE Pc~'.TS (7)
SCALE FACTJR 3.103%c*0l))
CESCRIPT;Ck C F 3aC I PG.C.
C odTICN I hPj T I AE FUNCTION 3ER VALUE VALUE
.REQUIRED BLANK COMMON FOR THIS STEP=
621 31 3.0 0.0 2
~3 40Q 0
7.158D.3 8~i§:88~~
TIME FUNCTION NUMBER a
- 19)
"NUmBER Of POINTS
- 7)
SCALE FACTOR a
-0.1O3OOOC1)
DESCRIPTION a CFORCId FUNCTION F 9 INPUT TIME FUNCTION ORDER VALUE VALUE REQUIRED BLANK COMMONM FOR THI~S STEP-621
- 11 j'sllff
- 1888884 TiME FUNCTION NUMBER a C20)
NUMBER OF POINTS a C7)
SCALE FACTOR a
0.10)00+01)
OESCRIPTIONl a (FORCING FUNCTION F R INPUT TIME FUNCTION ORDER VALUE VALUE REJ.UIREO BLANK COMMONM FOR T#IIS STEP-621 1.
0.0
1 5 520-1 o..
2 7 3 !
. I2CSAA P.FO TI 3.
TtP13
P.. LC:
iT C
MCh5h.T UT P uT Eu E S T CJC
- 'j GuT~ur TIn -
1 PP ?I NT Q PLOT M.
A, MX IMA N LY PRINTER PIJT SPACING C
NODE DISPLACEMENT COMPONENT NuD~aEa 5 1 2 3
3
-0 0
11 1 3
C, a
C.
0
-)
I W0 0
0 0
(1 C
0
T 9
'C N cNT OUT P uT RE u E ST S C35E FD.' CUTPUT TYPI 1
EI~
1 MAXIM A NL T PRINTER PLOT SPACING
=
E L EmE NT T
fPEF (12)
ELEMENT OESINED ELEMENT STRESS COMPONENTS NUMB ER w
1 1
2 3
4 5
6 3
0 0
C, 8 a87 30 000 0 8 0
9 1
2 a
9 0
0 0, Q i~~
1i 121 s
30 1 10 11 12 0
0 0
8 84 9
1 2 3 70 1 1 0 0
so 0
7i 5 9 1 1 120 0
318 2
3 6
8 8
o
. 0 7 8
9 10 11 2 0 0
0 65 1
2 0
0 0
8 0
30 1
8 9 1 71 1
6 1
U3U~E 7LN COa O 9
O 1 ~ 1P 1528 448 1
flr
T!'TAL P 3F E U AI ION S
- 1. UA 2 GF ELUATC&4',
PE.
3LOCL TOTAL tu CF ;Qu&T IONt EL' CVS 1
N U M CF FC3UPLIP.G iL-CtS REUR: SLANJX COoMCA F3.A T'1S STEP=
5~
REQUIRED BLAt4A COPEMCk FOQ TmIlS STEP=1Co
LC P:.lT U
- 0.
C 7 7C. -
31 7
1 1
1 LJ.
.7tauOC 2-t D- 03 -1 2 C, 5 1 cC -
2.~1-
~
b~-
~
1l C.S-C4 E 1 oa-3
- 3. 7 D-1 2 1
.3e0-!2:4 4 )
C-5 1
5
- 2. 15;,110-W!S 3.)63--14
-1.3330-302
-6. 93'dr:.
- 1. L ??20 I3
.20-4 1.6.- r
/.. 2c 1 0 -. 0- 5
.2 ',10-C4 a I180-C2
-1I. 5 S20 -..'3 s r4 ".30J c.7013 -.e"u 7f 4~30-
.3 0-
.85C c 9, 17 3X3 'D 44J3iG~H 1 55 5s0
- 0 Z 1.9680-03 E.34 1Z 3
- 7. 3270-306 1.1 710 -0G3
-2.7810D-32 1 '0 3 )
74.20-03
- 3. S2t0-03 3.1950-05
- 5. 9'.OCC ~3 u 010..
1.4cj0-03s 1.3560-03
-3.J640-2)2
-2.3200-03 7.1680 C63 4.'.330-33 3.1?50-03 2.3990 3.4 12
. -170l0 1.52 3011
- N 2D1 4
- 4 412Cr
.6 0-F1 6?4 3
-7.2$90 35 5.1.
1.50-1!-~
! 50-1.50-510 ::1o
-2 1
?:35 0 I.C,8co:8 1 4)10 3 -14
.450-6 13C ; 50
?1D 3 -.531-0 H.701.d16C-03 1.7240-02
-3.2640-33
-2.0650-02 W * ~ 40:1 8.7340-03 1.0610-03
-3.3400-02 1.7210-12 5.2330-03
- 2. 6 100-02
-9.94680-03
-2.37*0-32 170j
.~-5I~'o~-~g§ a~3025 ~ f-!P 0- 340 -
6.04 0-
-2.8190-0 1
0 loot) -2.7630.-03
.9580-
- .702 0
4.0920- 2 1.4300-3Z 20 2
?2.9470-82
-1.7800-02 1 71-110 4 i 0H :81 t:I1:3 j 1.41:
40 ? 10 j~9 :1:9O80:8Sj
- 0. 7 4
- 6QI 0
10 03 e
1.8 0e 71 002 6.2S510 2
7.2570-33 9.7980-.2
-.. o39.-52 127234072
.022 640->
.7 0- 5
-1.)
0-12 6.6210 2
-C344-0 11 -1 1.0580-02 3 70
- 23 ::
0:3 12~N
- I40 2600-02
-1 D70 1.64500 4
-c.111:
1 40oz 1.-
-0 0
516.-18 10-"
4.~
oC
-1.3350-108-02.703 0.32500
-2.9810-02
-4.4940-04
-9.7080-4 7.6710-12
-3.37V0-02 1.1590-01 2.0360-02
-4.4350-02
.1 0-
-271 01M94.801 1.-s1.o 10
-0 4
2
- :; 8 0
I. 9 0 1.4 0 0-
- 8
.4 2990 2
-4.s990-12 9.6290- 2 5 33 -02 3
.2010.2D 0
?.4 0.6 580*
- O M 0-
-.5190 2 3
-1.tS 3-
.5 0 2
80 7.1770:
-2.
8.300 3
1.6 0_ 31
-il3.300-012:
20 8.2 70 5
- 1.
3 0 3
6-9.9810-4 710 91 80- 3 5160-A
~
2 1.0 1.70*
3 8.30-4
-2.05909D:-.H D
-2.763 3
5.9 0-0
-1.7 20-02
- 3.
7 3
4 2
10 420 1 130
-9 6 10 0*
4
- 1. 10-4
-1.2 7
- 6..9 0 -
-1
.e030 -
-8.1410 -2
.8 0 2
1 s 3.
.03872.26
- 1.
0 2
j6 6
622
.6 0-3 160 6
0-1
-2.9180
- 2.9810-02
-4.4980-4
-9.7080-0
- .. 1690
-6. 7 0- 3 :147 0:
2 0.370 S.0
- 7. 10-0 60
.4 2
0 5.046
-.67 8-.6 60- S -8.5410-3 dD i-38 0-2
- 6. 6-4 15702 0,/.71
-2.9 Q 30- 4 980-
-.8250
- 1 490-0
-. 930-02 50
-. 10 27
-8.004
-94
.720-D-01 510-02 30-0 jjjj 0
19 20 *:11 70-
.0 0
a4- -.
90-
.2 0
6D0
- 01.
0
.6 D0 0- - 1.
910-1
- 44. 0:
2 14:
i-S
-S-:!D01 C
D-
- 1. 0 D -
- 9. 0- -3.80-
-6.7660-4' 0
1.8240-01.
0
-1.060-3
.3130 2.4660 j
360903D 310 6.)
0-8l 1
830-0:-0 44 '
4 0-948 01 60 8:,70-13
.60389082
-. 400 418 D-
- 1.
9i 0*48 3, -
840
- A k-
.48:O 0010 1
1 0-5 6 0-56 M
401i
- :9,0
-3.7C0 5
2.89030- 4 82.830
-0
-1 6 8 -
2 9 6942 76 -2
.6 0 6
.4 o
1...;TC-;
2.)0>
-?.'1 C 1.c03G 5.500
-376O.
-5u700 1.3 o
0.7 74002 7~o )
1 L.70' I. 4 3 -
63 0-3
-I 476L)-J2
~
2c-2 T
-5.51o^,-32 3.3L 7r 1.4217c-%
v.1 )C-
-12901 -02
-1.C.020-0i 2 595co-02.
?460-C2
-5.2i70-02 4. 1 3 Z-02
.4 7-1 0 -~: i3 5 C2 h L 95 - 32 2
32 oC -02 3, 2
-4 5: 2 c - 2 5. 5, 092 2 9.
~1...
2.-3 5 4flO0 -2 173-) -5.1,,c0 -2.
~'5 - Z0-03 1 5 C -3z 2.?0^
-1290-02 -1. 470-'?
'd
-0
-15 0-2 4-3
- 4. 7-C C.
D 3 C) 4
. 7
-2. 722O-)2 1-53 C-
-4 7.2803-O 23
.1.5300
-0.31 D
760:9,2
-5.3270-04 1.3840 z
.572D I
-2 3e I0-Q2
.85
-03
.2250-3
-4.1760-03
.O 9O.. -5.. 2
-3.7760-014 1.482140-0 3 2:
-S.6220-6Z
-3.5750-' 2 4.7330-62
-.6.9 C9-2 0.0700 94.1,20-05 2o800 1.2002 12.37a902
-S.39C0-'2
-2316-02 -7.S930-03
-.5.7 1 36 M
J 9
2~.r6 : 70n'
-1.4708 4.e9660,5 02-2.1 40-03 4.5170-C 600 4.6 40 :
.8 -53640-02 -7.500-C 1.8630-02
-1.731SO 0.0: 740 -732 -05
.25
-04
-3.840-03 5i.513-0J
-5.690-92 7.7850-3
-1.720-C3
-5.0100-02 M
OO~
.280 5 -4.1850-0 1.489 8 3.1 0 S -.
0-,j I 31
- C2 473 0-C5
'00 G.
2 '.6do 2o2-4 1010-2 61.431
-5.030-,)
3.- 653-323.2916-d 5 0 - 3
-;J6 1f 6 - 9:-75.1 j
7 1:
4M I 6.
6 0-0 20-0 3.4 '
7
-.9 9:~ - 6 6. 0 4o-. 4
-' 1 6 0-0 1:2oj D 9 0-
~
0-
- 5. a0 23.6880-01 6.71700
-4.71-2
-3.6050-02 0 700 -. 80-S -8.25ZD-04 -. 4850-0 4.5330-3 2
-2.9690-2 7.7690-32
-1.7320-02
-3.392D-02 75f 16 M
220:-
30 83
-2190
-757006~ 0 10 390-0 A f 93 02 718 f62-0 6- :4 510
.6-i 3Io2 N46
.156
.58i 85
$0-:i
- H 0" 50 -~i~1.08360-s 1 9.10-0
-. 8680-~
-3.65 5100-.5 26.5640- 4 200
.3 645 1Q
- :155":1 7: 630- 4 4.35003
- 6) 0- 2 -5.499005 3 9
'40 2 -.3230-C2 -.30O S
9 j
3.01*)
90p'~9- *"~
-1:.68 0-~
- 4.
1 H~2-NO99 6 60-1.01-0 9:9 22616 0 490Q 11590 -.00-2 3.8800s3 -6.7160-02 34.6710-2
-3 0 40 89 0
- 8. 820
-.10- 3 00 2
7.0910- 24 30:01
-. 5730-02
-3.39000
.1.
990 4 -
10 4
4 50: 1 6:Z 9 00a 8:
84 1..890-4 478 -
5 49 10:
8: 4O 966 3
0-? :
1 Do 0 859 3 70
- 4.
r.3 0-0 4
-23270-1
?.1 780-0 6 14 0-1 2
-8.80083-0 5.246D02 81 0-Q3 0 6
-.2400-02 1.25 0-0 16.6140-
-7.1D3-0 1
- P0-3
-8. 4
- 4-1. 6 6'0:84 0
0 5
50 6
.3 12
-2.4510-0 4.4090-8:4650-0 367140 3 -3.1 170-Q 2.5505 1 Sg40-0 2
-4, 0810 O 9400
-3.48-3-4.230-3.0180-0 2 -2.9100-2 36310-02
-1.8150-02
.1003.28-
-2 15-400-3-.9 0:2 4.4980-0j 1.160-02 10 9?8g
-6 a5 -220 ~.10 6
-2
.6
.50-0 4.40-0 93~I~
150 1:ol 2110- 28 -6 D9 D-8 0-~
.06 D0- 2 -2.6530-03 Q.00 9
-04 3.2570 3.4750- 21 93 0-O 2 8.?9Q0D-Q1 2.
0,61-2 -2.8900-03
-1.
0
.3440a 1
0 70 -0 N 4040
- t -44000 6474-0
.1300 -118-02 890 002 93 9.1ii
.70-4 2.7 0-.0-
-6N?00 9813 0- 2 -. 0-30 4 130-2 4.40 456 -
6.5040-Q2 69.2350-0 2.780-03 99 18 8
.1100 NF:
10
- 1818372-1.40 8
- 200-:
1 1 3 6 6 0 8 4 4 8 1
1 4 0 1.1:7C112 1.4 D-23)00-2339 0
j
- 31 : 1 2 81 0 0 1.:4
-3 1.1770 1
1.1:5
-^4
.0 00 4 j
D
- 1 j
42
.1 3 02 16 2
%J.1 00 1.41 1164 1
1 0 1 465 2 7 0 7 -2.3 0 Q -1.0a90-05
- 112 1.1 760:
30 4003 7 5 38 2
- 2.3271 :4 20-04
.113
-9.1920-02
-7 4.D9-04
- 1. 30 0
. 4 0 2 -4 5 6 -2
.1 7 02 9 2 50 3
5 78 0 3
12001740-12 24c-2 o.2 7 o 42 01 1-
-3.2250-4
)340 S 413062 1
910230 5.7620 1
- 7.
1 170- -Z.
c-^3
-1.rf-C0-04 1 -1 8D-02
- 5. 0500-02
-7. 11 9L02 5.1 6E0-O2
- 4. 5740-63
- 2. 7370--'3 0D 2
-7.23C32. 800-0 9 4 0 0.
6'. 1 2 5 0 0
.oQ:9--
)
1 01G.
-l7C-g
-. 615 0- C5 1.1 255-3 2
- 2. 3180-)2
&14 5 0-Cr2
).t 0 -C.2 1.35 70C)
- 7. 43 5 D-',
1 2 61.?302 10 0C0-.2 b.104C- ?
- 1. 6 0-Z
-4.375D-3 1?21 6 v
-1I.546C-J3
-1 :2 2C-34 1.eQOD-02
- 1. 53o-!2
-a.06tU-2 jl-)
08-3 cl C12 2 Ou
- 1.54 20-0 3
-1.8150-04 l.2930-.)2 1. I40-O2 27.. 334 0-.j402 1.S55CU-u2
-4. 3 41C Q.
1?
2 1 0 9 0-5
.J5jl2 1:10Q 3.1)0 1
27-2
.50 2.125
- 1.
n 3.55 4
8.W5703 70-03
-3. rCc-i2 8.1490--33 6.0620-04 vW03 0.1 2680
- 1.51 D-8 -3.235D-04 6.4600-03 5.4-2t)-04
-1.4310-02 4.4790-53
-7.5350-C3 1.19 1 O-0.2 C,1
-91970-04 -2.7640-04 2.3530:3 1 -?j?-3 3
2.34a0-03 1 3580-,..
-1 68 0-02 i1. 7-:
018
-1.6170-04
-2.7670-04 2436030:83 1.742C-02
-1.S6E0-61
-Z.0710-02
- .51 D
0.12900 6.5 09 0 :84
-2.C750-8 4 5.6130-04
-3. 5690-03 3.10OSC-02
-4.7420-03
-3.6950-02 6.4520-3 C.130 C 1 14920:03
-1.0480-04
-1.6340-03 -4.7350-03 4.3400-02
-t!.05oc03 -4.6890-02 6.8440 44 2.311l
.8180-1oS
-4.5910-03
-4.9760-03 5.442:S 0-I -1.7q -02
-5:27-:59350-v 3 0 73
.1910-4 -8.600
- 43 640 1 90-02
-6.403 20-02 3.9N800-03 4.2970-04
-1: 570-0
-5.92710-03 7.1900-02
-2.0630-02
-7.2750-02
-1.7010-02 13400 4.5460-03 6.4910-04
-1.8970-02
-6.230-03 7.8120-02
-2.5360-02
-7.9510-02
-1.9290-02 81500 4.59tlf
$:23l
- )902
-8.0 o:
e.2410-0i
-3:1390-13
-$:8 9:
1 :j~650:
- .168D 4M8 4 7o 0 8 0- 6 940 70i8 51.D,50
- 0.
37 2.
.U0.3
- 9. 3
.91 0
-.410 9.50 0- 2
-4,230D-2
-9.3870-02
-1.0900-02 0.13800 4.204 6 0-04
-2:1470
-1.7740-300
-4:7240 9.50 2
5.7520-03 0.1 0:4D 5
8 0.14 01 6 5 3949502 t
5 01
- 02.
71-22 -5.5110 02
.1,69011:
4 D
70 41330-04
-156 0-
-2.5340-02 6.3110-0-
-:o 9.1500- 2
- 3. 59C 8.1421 2.840D03 2.7170- 4
-9.9190-03 -2.645D-~ 2 5.2740-02
-5.8o00-02
-8.5560-02 5.3180-03 0.1400 495 1 3 14970-04
-4:4 870;3 :142-
.11900
-5.8030-02
- 7.7J70-02 6.7620-03 0.14400 6.6970-3 5 805 1509 4
. 40-2 2950-0
-5.5610-02
-6.97-
.20 93 0.1450 8.006D-3 804-6 3.5570-0
.6960- 2 1.7100-0
-5.1210-02
-5.2330-0
- 6. 50-3 316 9.1150-f3
-7.9000-06 5.5480-03
-2.5910-2 5.3260-03 -4.4750-02
-3.6300-02 1.0770-02
.55ffl I
I:
180- 5 6.12 8 0:3
- 2.770-02
-5.58 0- 3
-.1
.8 40-82
.1950-02
.6660- 2 5.5100- 3 _8100-02
- - 1 2
56 8
0 1H
.3420-02 014901 1.19301 2.9390- 4 4,00 BD1
.730-02
-1.3150-12
-1.3390-02 2.1170-02 1.5490-02 0.15000 I2
)QO8 4 110-2.46
-?
Q 2.45-02 2.86-0 4.0760-02 1.8300-02 0.1J-00 5
'g. 4 1160-13 1.42-2-.9 0-82 4.8840-024
.400
.200 4 30- 1. 18
.4550-Q 4
.4 0-t1.8:8j 1:9810:Si 2.1620-0
.. 53::2;:
0 D306-4 600:8
- 80. 736D:-3 -2.79 a-
.90 5
70 2 86-02 0.50 15500: 3 9.4320- 5 3.5100-03 2.5920-12
-4.357D-0 5.*9330'-02 9.8840-02 Z.6010-02
- 41D
- J:1fo-j D.
1 - 4. 90-u:8
.100 220Q 54 $
0 4
0-
-40 J1,IUUYu0 1
4.0u 1
.v v
-5.
4 3
1.15D:00-0
.6260u2 0.15800
-1.9580-02
-1.1320-13 8680-12 5.70002
-5:5520-82 1.074001 1.165001 7.967003 MR~8
- 2:16Jg:R
- j : 490 6: ~jz 0:11
-5:fl0:81 1
- 131D-§l
~ :ji 10-
]:~J 9 D 0.16100 6
) _
8 0 2 2
- -29810-22
-1.44;0:Q 3 2:830-02 7: 700-02
-6.1770-12 1.2810-f 1 1.910-f1
-2.3960- 2
.1 6 0
- R
.165 0
300-
-8.6 0-0 4 8.9210-. 3 7.0520-02
-5.4 980-0 2 1.:2 020-01 9.0740-0
- l6490:82
~ 66
- 1.
.8820fl 4 4.8260-03 6.7210-02
-5.2390-02 11330-01 8.2960-02
-2.5190-02
.168 00 -11 2160:0 42 81-0 5:4 873-0 1 :8 702-0 6.
47:8~-2 1.168~
I71 180
-1.1 330-4
- 6. 8NOu0 03 28'
-4 5 D3 0 42 0
7.D 2 o300
-2.47 0 2 C.16980
-7:07 0-03 2.2830-05
- 1. 470-03 5.0360-62
-4.7460-02 8.2450-02 5.805D-02
-2.88f D-02 0.17003
-3.1720- 3 7.4240-15 2.8640-03 4.2260-02
-4.6060-02 6.9550-02 4.9990-02
-3.323D0 170 2.9220- 4
.:6820 5
034.
980-2 5.575D-2 418-1::21
.166 62
. 1 3-1
.7 8 0 -
3
-1 9 8 4
- 1.
30-660-2 2.6690-02 2.9180-02
-4.5370
~.1738 -1.5960- 3 -1220-S 9
8 1J4 70
.3
-1i2
-0 1
81 0
0
1'L v.1jL-'
- 5 1 5 5 410 7;. C0-.2 1
2150 32
- 2) 3i.G 2,~0
- 17.
'4. v
-V 3
-1 2 0-C S.o340
-5 2 9D-33
-1.992G-02 1 33,26S3 1 9460-02 3
1-.114-00 1
). 51 1 i-3
- 1.c0 )- -4 6.6M2O-03
-1 3340-02
-9.730o-0'3
-1 5 2 60 -
2 1 6110-02
- 3. 993 p-)2 177a 41
-4.3440-15 3.719 -
3 2 1040-%
9.2560-54 2.7510'2 1 30 1.-0
-3.441-02 C. 1y0-2 0-04 2.6,50-52 1.1?40-)2 3
1 C 2
1 7oC-02
-2.i22G-02
-7
..380-1
. 37'2D-03 3o5o-02 4.0490-c?
-2. 21'92-0 2..18000 1.5010D-02 1~, 'DC-
- 3. 25G0-04
-7. 21 i0-
- A 3 1,0 0-2.9460-)2
-5.7230-0 9. G150D-,-3
-1.860-rit 3
13-40-r4
-1470-2 3.52t0-02 3780-02 13 0
9.62C-03
- 6.
220-04
-1.'4130-02 4 3 002 4.1350-02 6.
02 4 1530-63 6.510-03 133 0 1.1140-02 8.3350-4
-1.6740-02 4
57202 4.7090-15 7.2350-02
-3 4?80-04
-8.QIPC--3 1 184 0 1.2910-02 9.50900 4
-1.8580-02
-4.o940-02 5.2620-02
-7.466062
-6.55o0-03
-o.7130-03 C 135,,J 1.4020-02 9.9630-04
-1.9540-02
-4.753D-02 5.7310-02
-7.5760-C02 1.4570-02
-5.1900-3 0,.19 1.46002 9.7860-P4
-1.9560 2
47470-02 a.2320-02 7.5610 Q2 2.4310-02
-2.7679-03 1.4380 2
9.1380-04
-1.868G0 2
-4.6450-32 6.5720-02
-7.4130- 2
-3.5420-02
.7C0 u.ld6o 1.4990-02 8.1940-04
-1.0950-02 4.4470-02 o.7560-02
-71350v2 4.737D-02 6.0510-03 0.19700 1.5010-02 7.1260-04
-1.45502 4.13oD-02 b.7510-02 6.731002 5.9630-02 1.2130-02
.90 1 1.4860-02 6.1050-04
-1.1780-02
-3.7080-02 o.540-2
-6.2180-82
-7.1470-02 86300?
0 1.4110-02 5.11 004
- 9.0220:
-3.1880-02 6.1302
-5.0130-2
-8.2210-02 1.4860 8191N50-02 d,.12 50~4 -6:7240 8. -2.6010-32 5.5490-02 :4.9380:"2
-9.11430-02 3.0170-0j 0.193 0 9610-03 3.2710-04
-5.2850-03
-1.9690-02 4.8370-02 4.e15D62
-9:8580-02 3.4080-0 0.194 6.3090-03 2.7510- 4
-4:9610-03 290-02 410-0 4540 I.
04g:81 U.
96 u
-6 160-81 1 0.3350- Z -
b750-2 -1.0960-01 3.7380-02 0.19700
-4.1000-03 3.1660-Q4
-9.5800-03 4.9820-03 1.4780-02
-1.0830-02 -1.0950-01 3.6860-02 9
Y 11O:R 3AM
-1.1310-1.0580-0 2 6.4410-03 -3.0140:~ 3
. 07:80-jj
- 6210R2
.2100-00-8-2.29530.18 3
.0-3 18-
-1.
2 10 D 070
.8790-2 -9.4980-2
.4560
.213-032.1 0- 2 4 904-.10
.4D8 0-2 6 -4.9 0 3 60o-2 1 8 2
.5230-12
-8.8680-02 3.4160-02 A.26300
- 1:?
2
-1.47H0-84
-3.6320-04 2.9930-02
- 1:9280:81 3.1110-2 -8.110-0 33950-02 1.21040Q
-2.9140-4 4.461-3 3430-72 5330 3.629 D
-7.
319Q
- 3960-02 0.205
-1.0990 4.2400-04 8.8770-03 3.2090-02
-4.0670-02 4.0630-
-6.3810-2 3.4090-02
- 0.
MeQ
-9.407D-1
-5.260-04
.2410-02 3.1960-02
-4.4850- 2 4.4040-02
-5.3230-02 3.4050-02
.2 4.730-4.50-41720 2 4-1420-460-02 22-330 3
2460-3t
.1 20 5:IHD 6.8 0- 3 1.
. -890-12 4.
980
- 7650:02 150-0 2 0.225 3.610 3
0S 3703 17D 8
.2 -
.5 00
.26
.03-03
.90 3~8
- 83-90-2 350-0
.700
.8o
.22 7f
- 1.
110 0
200-0
- 79"0- 4 2.5900-02 -1.5800-02 497000- 2 0-3.328 4
5 6 D:0
.2180.8940-
-. 250-03 1.540 2 2 9 4 1 D
D02
.2 4
-.4750-03 2.05 0-7 301-990-02
- 5 70
.21900
-9 5 -7.7060-5 6830-03
. 8 80-2 7 0-0 40-0 9-0 60 230 17D:8 1
. 0 57
-3.5 70-03
-. 5 50-02 6.26900 3.950 4
0 02 7012 2.240-05
-3.210-03
.T0:0-1 30 3 3 440- 4 -1.586 0 -3
- 1.
2 5O-021-9540:
9 0880-13
.52 2 40-
+10-02 5.30900-02 9
-1. 6 4 0 - 0
. 5 2
6 4 D 6 6 0 -0 0 - 3
- 3. 5 4 0 -
- 1. 5 00 - 0 2 - 1. 6 2.6 0 80-o 91 8320 -6 5 8 40 20 7-2.730-03 2.960-04 -5.540-03
-2.7530-02 2.453D-02
-230-02 5.1300-02
-6.0290-0?
322 4610-9:Z680 08 6
0j 662 H6W
.066D-
. 10-5 -1.8 60-6 32 -4.3310-02 3.2740-
-2.626 5.3350-2 -1.3200
.2296 16280'~"
8.1560-04
-1.890-02
-2.0670-02 ~59-311-2 533-2-.30 J221 -J.33D-3 7.126D-G4
-1.5500-02
-4.:15 00-02 40:
00 5
118
- 91
.22w 1.110 02 6.1600-4
-118-02
-3.7080-02 34 9
.10~-
40 69 ~
110-4
-9.0220-:14 0 -3188002 0-03 4.150-04
-.240-02
-2.4030-2 0-
- 5. 02
-.5
.27 10-04
-5.5850-03
-1.960-02 2.9920-02
-3.372 5.7520-
-6.0 27 3 9160~
L436630- 4 -9.1830-03
-2.533D:82 270-02 6260:82 59
- 6.80202
.23300 7.8610-03. 30- 4
- 1.5610-2 2.4 80_02 14800 289002 5.0280-02 5680- 2 N29 N280:-V 2.1500* 4 -1.12 90 2
- 2. 4500 2
.00H
-.200
.33 30 C.23f 9754003 1.29950-04
-8.7840*Q 3-2.4230-02 33602-.8902 5501 6:5:2 1:19 3.1370- 6
-4.9920-j 3 J4818 2.920 600.7D-2 5.50-02 66 S5 0 1.47 0-04
-3.30-0 5.9302.202-.502 593o 68102 C.230 7 60
- . AD-5.2670*
4
-. 2610- 2 3.96-02 1.902-3400 64802-67-0
I 1~c-. -1 7 D - C -2.
3
- 0) 1.2 5 -
2
- 3.35 1 C -.
2 0.2 20 3.i50-,4
- 1 30 0-3
-2.2.1 530D-2 35 04-3
-2.70402 5 9
-02
- 5. 2 S 7 0 3.&6 70-3
-1.35 30--4 3 j 53 0-0 3
- I j T4 :-0 2
-5. 2 1!D-0.
-.36 20-',2
- 5. 77 10 - C2 1~5 0 -2
- 2. S-i~
S.15-4 6 o.
550 1. Y7 D-3 2 2 5 CG-3 S
- 1 57901-C2
.5e-C, -42'02 1~
2.f0
~3 D. 4 - 4 1.1 0 - 2
- 1.2 10-i
?. 2
-7..)§o062 5.l
.-: I - ) 5- -,
.2 C5 703 04 5245C-4 1.3130-G2
-3.9iou3
-1.27 20-C.9 132.-040-4.3400-02
-3. 5 23 2 41 00 3.,,4G--)4
-5C D 4 1.26.C
-4.3210-03
-I.633C-02 3.MoG0-4.47002
-2.51-370-02
.24200 2.145D 04 4.260-C4 1.0810-62 9.290-J4
-2. j43C-)2 1.1 8C-Q2 4.371U-02
-1.8690-2 C 24300 7.912-0 3.000-04 8.4.179-03
.5250-33
-2.302C-02
- 1.
3.8240-C2
-7 1140:"3 C2442 0.
-3.7060-34
-1.735D-04 6.0040-0-3 1.Z160-02
-2.0O'.o-02 2.7500-02 3.0 970-02 S. 3150- 3 C. 2450-3
-1.0110-03
-5. 1310-05 3.8760-03 1.7660-02
-2.8110-02 3.4.S70-02 2.4580-02 1.7110-0 2
'24803 -1.9910-03 4.50f 2.0960-13 2.293D0C2
-2.9110-02
.30 1.8770-f 2 2.830-02 10 90-2
~24900
-673-3447-5-7.6840-4 3.6360-02
-2.9240-0.2 5.4940- 2
-1.8300 02 3.957D-02 2*0
-6.7380-034.0-5 o.25000
-8.7410-03
-5.811D-05
-2.6570-04 3.9170-02
-2.8010:
2 5.6660-02
-2.9910-02 d.0220-0
.251
-1.0920 Z
-2:J730:040-
-2.615C 2.a 0-010-02 4.M80 252 1.3160- 2
-2.3920-0 5.5
-8 579
.2530
-1.5190-0 2
~
619-
.60 214-2522-2:
.?0 1
.2548 0-2 0- 2 4.-
7 0
.500
- 1.580-024.
0 9.908
~60g
.1. 0- 22 S
I
- 1
.2590
-1.5680-02
-7.2370-04 8.8300-03
.8900-12 -1.9400-02 49 70-02 3.9S50 1.2 5M
-1.5190 2 :.90 4
6 10 4.:
066 2 -2.164~ 0 U
- 2 52200 3.910
- .60
-7.30 30-6i
.88
.k5?0-§i
- j:4120:
?
9 2
9:82 26 1
.66 00 3 602D 1:10 1 104
.2570
-1.560-0
-7.217-0 8.83500
-. 8800-a 3 1.1500-02
-z 1 9D-2 -1 270-01 4.2720-0 26800 3
430-
- 1.
0-190- 1 4.990
-C8 9.69-j
- 8 NO-?
4050 1
26.49 0-:S66D j
I 3
0
.2640 8.45 0- 34 6
-. 90 0.26500 1.1920 2
d.610- 4
- 2.340 2
3.2230-2 5.0170
. 340- 2 2.9050- 2 0.2660 1
- 6.
8 - 1. 5 5
42
-8.92 6 9 1 7 2 0 0 - 0
- 7 0 -
4 *5 6 4
0 2 : 6 9 9 0:
0 _ 3
- M~
4 D
- 1 5.2670-40-5~
NO~~
1
.6;
.5 0
- 1850 D:
0
.29 0
78MS 0-6.i
.7 0 3 4
4.660-:
8 21 0-0 8
17.190 32.8350- 4 6716D 2
.3460-
-:1 ::
02
.3420
___0.8200 3513 50 3
.70
-5 8
141-3OQ
.5~2-.50 85 0-40 4 0-
-5.7 D 4.4 0
- 45 7
0-9 o
0 428
-7 24.D4D a
8
-9.2910-5:
3 990- 2 H
2 1
Q 09 2' 0.290Q3
-1.1390-0
-780-4 1702.
00
- S~0O2748-29 9-2-.500 0.2910
-1.3 70-0 0-C.29200
-1.4990-2 2754-4:24~
.8~0
.100
.900 40?y 09300 1
1
-_173.090-0
-.1.1 0
Z.
3Z0 0
8.5 0
1.5310-4 3.$5005-1
.5 30
-Ot80 9
1.1560-I 1 30_-:
-5 4-2
-5.5.5CUo 1.31 D-u
-3 90u
-4.2630-04 1
3 0-0 9.99
- 1. 50 0 6.0 0-3 1.21006 0
.588 4D- -5.101005 4
.7 0 0 1.7 4.50-02 0
2.3070-0
-7.640-3.6360 0 5-.8119 0 D 2.6570-5:9s20 3.9100
-2.173000 1.10 3i 010 1.130;0 C:2S 3 -9.291 -
-. 8750-04 3.7880-3 4130-02
-578 0
.1
- 200 11 0.29 3 -.139-IZ -7.2060-06 8.900-3 3900-0 2
658:2 746 2
9-2
-.500
- 1: 11 j -7.2370-6 8.850_
2.800 2
9 1 4 9D
-7.5640- 4 540-4 0
70D*
6 2
0.2900 l~oID-2 6.390D-04 1.45 40- 2 9.769
-0 8.30-
.700
- 38-1 40
b-42D-1.293-3?2 1.50
-0
-e.142Lc-C2 1.3167-G 1.2C-
.70 G
-.29C-Z2 1
0 2
1. 1.6
-Ji
-3 C3-2 2970
!,0 9
.297C
-1.1120-02
-6670-'4 1.290-01
- 4. d56O-
.S1502 9.77 0 1
170-,2 29900
-1.1190-02
- ) G i
.3 5 -
2 i
s r
- j-
. 4 G 0
..~o 3% -
'03
-6 6flf,-8 4 1.61.60~
717 0 7.7!
C. ~7 2 o-2
-A.75ZD-C3
).5050);0.!67014
- 1. 7090-
.5
-C2
-S.94.0-02 7.0.498 Z10.
03 5 0 2 3 -6.6440-J3
-6. 7140-04 1.07 O-02 3.C 77D-,--2
- 5. Oo500-02 0.1940O-G2 o.c7teO-C2
- 2.12 6C -04 J '
-4:. 7 -
- ?:1310-84 i:' ~2 0Q8 ?:. 7J3-C -4 :3 91 C-:
5 :2 tD-12 5.39 70-C 2 3.14 20-1, 3
-3.3 86-5.
~.50-4 140-u 4 ~.5
-32
-3.]D-7c 4 1.9 0-2 4:06O 20 6.4150-33l 0.3050)
-1.9410-03
-3.7990-04 9.2760-03 1.5060-02 03D-32 3.0.0-02 2.o970-32 9.925063
- 0. 3C6G3
-7.:76D-04
-2.2070-04 5.2300-03 4.412o-03
-9.27e0-03 I1.s85'02 1.3170-02 1.3~1032
.370.60 3.5270-03 1.*340-03 6.603
-0.59o-0 3 5 5 fl 122 0-0- 3 -2.4970-03 1 2 00-Sj
-5.0160-'S 4 40-602
- 22.
6 0.3Cd00 1.1450-J 0.390 1.912051.5550:
3
- 2. 90
- 1.
6
.70-02 191290-0 i 4 M : 4
-1.2 0- 2-.4480 1 3 160 02
-3.
-?2 2 1 0- 2 2.2490-02 D:
.700 341
- 108
- 'JD
.2787 0
3 0 2 00 6 0 3 3 6.405
- 0.
~313
- 5.
8 '1I 1 A.9110- 14. -1.3360-02 -3. 1340-0 Z
- 5.
Q70-H
-6.4 29oDgZ
-8. 61D-2 3841 0
314 7.1710-3 20
-1.8710 C 20-" 2 6
4 2
-7.44D0 610-0?
3.8410-02 0.3150 8.430 3.10322~300
.400 1~ 110 1-1D j 4 8~ :1.~ :
e I -91
~0- -2 :S:19:^
-1.C3 40-1
.7QO0-02
.317 9.116
-4.5290-02 70 j -8.863Q 90 1
.4840-02
.318 1
2
- 1 4
-1.46 0-2 7.60-3440-
-1.2060-1
.9880-02
.3 1.69 0-2-
1
- : 4 0 8
.31.2690-2 470 2
7.7070-2 -9.570-
- 610-2.497D-12
.3 2
34
.6 7 8 0 -9
.325 0-
- 16 000
.3 3
- 3 4
0
- I M H 1:.42 0.
3R1 0
.330-
.5300-40-
.4890-
-9.6040-850-1.0700-2 2?27 7-1750_ 4
-1.2
.206-02
-9.780 1.2470 1
7.1990-,
374 oIi0 O
- 8 0-.
a 67?5 0-0 00 8
1 4:
5 39
- 59.
8D0 0
6-1 8
0 Ia
.30
.325 0 1.3650-02 980- 4
- 1. 80
. 2 8 1 11410 2
714 0- 4 61.01 0
-- :4 o-4.9210-70-610-12 07--
3
-1.10_
.1 4D-D
- 71 8 05
-13 0-0M.-Ol 0
- 36 13 0-02t 9:
6
.39 13.08550- 3 4
4 -9.800- 3 170-
.2600-
.61 -
-6. 5ZO-
-6.67 - 3
.5 1.2390-3 2:1760 4
- 5. 86 1.0 D-
-24680-40-2
-89 3
0.35000 -1.268086-02_
-3. 530-2, 4
o
- D-4 1.H o D2 103
-. 7 10 4 1: o-2 0
28123 3-
.1 8 0 5 0 - -.0 3 0o - 4.4 9~ 0 6 4 0 -g 9 :o
-.670-4
- 1.
0
.d5 0-0D
-5.7-13 0-53 0-8.l6600
-6.82 0- 4 1.0 0-2..- 740-2 6.710:- 4 1
D 2
- 5. 9 0 -00 2
0 457
-1.36 0-0 -4.16 0-4 1.7090-1.0560- 2
.00 8.6810-68 0-3.90
-9.72 6-.
70- 4
- 1.
7 D0
- 1170 0 D-
-140-0
~.46~-1.99 -4.90-r4 r.515-3
.66 7 0-02
.40
.i3~.
44 10 o5 150- 4 2
0-
.. 0J 10-2 7
-2
-3.
99 -0 9.
7 6_0 1.50060IN o
047.90 4
9.930-D 3
7 04 9
30 0
-1.0 81 Q2 1.2 0-4 4.3 80: 3 5260 0-
.870 5
670-14 go.1200-2
- 1080 D3.5130-24 -
2830- 2 -2.02 70 2
7 S-
.020-4 9.810-C 2
.90 6.9110-: 4~ *1.360 2N9310-0 45 -1 1.020-
- 7. 51.71 -
3.6 20- 2
- 108.
1-683 36900 346 - 39 082
-. 3420- 4 -.
65150-
- 4.56 90- 2
-5 10 02tj 114, 7 5.089 1.9930-3670-02:
a 0
$48 490 6.9590- 4 1560-3-
70*106900
.99-2 S
1 11411 1.370:
6.45300-4 12630-35.320 D -
4.SO 40 2
771:2
- 600 3500 -12680 2
7.1750*6-1
.250
-4l.86750-2 418-2 5.50
.7D 2
?D0 el 6.9 0- 4 0
6 4 0*
- 5. 0-DI H 8D8 0.3300 -5.77003 5.70&-04
-9.8270-
- 4.7801
-24 5-0188*2
.000
.900
- 4.
30A 9
0 -
0
-1:I-
-L1.C c ZC 3
-Z 0 cI - -)3
-1.7 99 C-2 o3 113-05 6.1 35G-',2
.5C
.S f20 1300-046 2 350-7501.667
-3. 5 1 5)2 5 7~
9t 7 7 0- 3 3 5 2 ?C-
-2.7310-33
-2.
53CD -2
- 5. 2790:
-2
.S100-3 2 7 6d50C-
~ -. OS?0-C I 1.2930-C2 5:3600- 4 -5.65S0-03
-2.912o-,2
- 9. 97;C
-3.4120-C2 7.S5ED-52
-7.53603 0.3o6C-,'
).721o-6.
-7.70-C3
-3.4220-?'
1.62;-02
-4.21.0-72
- 7. 14640--
0
-.X23 1.81-040-02I 4 C 0 1.7550-02 7.570-C4
-6. 77-03
-3. o450-JZ 2.21 34
-02 05 t IC 1. 590-02 7.o950-)4
-v.2430-C3
-.19-2 2. 7 55 -3
-5.ft450 J2 S.05CO0C2
-1.1970~j 0.56500 1.4790-32
-C4
-8.5910-33 344O-30 3.253U-C
-62 5.1950-02
-1.I4902
- u.
67 0 9.960 3
40530 363 1.11002
. 5600-4
-.5j,0-0 3
-6 4033-92 3. 790-C
-6.1350-02 430)50-02
- 1.OIC-O?
e64
-700 4.044C-2
-6.Z10-02 3 4860-02
-3.3590-33 C. 56 5 C 1.490-32 4.35910-4
-6.0310-0,3
-%..333 0- - 2 4. S920- )
-6.2350-02 2.5870-02
-o.397C-03 Q.366R0 1.2620: 2 3.1CO04
-5.3710-f3
-4.G87)-)?
4.5flC-2
-6.05oO-C?
1.6980-02
-4.73403
.16766 9 99t.O-Q i
.4040-04 51~08 43J2:j 4690
- j0:3-.SO3 130 7.:2 61-i 0
.40-
~
0~4~O
.0:
4:67oD:
00~:
4
-3..
0.36i03 4.5870-03 1.394-,4
-6.0980-03
-2.8330-vi2 4.5480- 2
-4.0760-C2
-7.0210-03 -4.71.503
.370 0 2.1480-03 1.3160-04
-7.0530-03 -2.2910-02 4.3170-O?
-3.99e&-C2 -1.3770-02
-O.a280-03
.371 7.6480-QS 1.46J0-
- :.070:5 3 :1:712D:0Z 3.9s90-02
-1 2430:li
- 1.99 0-0j
- 9. 4'
.372
-1.5560- 3 1:7370 490 3
1 0
2.5700-
-.43 5610:
1 528
.3730
-2.7470- 3
.0170- 4 -9.6520- 3 5.1970-3.065-
-1.6210- 2 -3.0950-2 -1.3710-02 0.37400 3.5509.960 3
.4580-04
.4790- 2 -8.002-03 -3.*07002
-1.5160:
f.1960-4 -f9D 1:;8:8 1 1:8 1g:
j
-4
. 880 :4-50 700_O 8:M88
- t:262081
- 66 4
I74 0.37700
-4.6440-03 9.7680-a5 -5.0100-03 1.4590-0?
3.2800-03 1.632 0410 2 -1.4190-02
.3780Q
-4.85
.5
- :8880-Q 3 4.400- 3 2.0360-12
-5.4520- 2 -1. ?40-02 379 306 0-1.0 j : :
- 18
- 5:0.
D
.38111
-5.590-03 3.5010-4 4740-
.5450-j :
5 9 1
.83 0-02 0:
3 0
30-P
-7.760
.382
-5.9 0-0 1 99008 6
2 1136011
-1 : 409
.384
-6.7 0-'O 3 4 0-680 0
0.385 0
-7.2760-03
- 80-4
.:630-02
.7410-
-4.5410- 2 3.7440-
-6.1330-5760
.3860
-7.7070 3
9OO:Q4 110-2 Z.6380-Q 2 44 2
2 -5.9590:
1 D802 0
.93~
3 0-_
~.6~8 560 08 -
.7680 C1f 9
- 7.
0-4.7 3o'0
.570
§8 59 0-9.60 83 SoM1
- 0 4.9 o5 I
1
.7401-
':90
.39
-6.9210-3 1
2 0-
- 919 2
64
- 3
- .9 g:
0 3 l
4 D:
0:
40 50
.39i 0-3 1
.393 0-3 520- 5 -4o 390-5 7160 9 0-1.96100 0
.0
.49 03 94
-3.3270-3 7.4350-6 -6.7160 4
1.4300-
-4. 40-3 8
640-
.3390-0?
95
-2.10-30 4j _
398
-3.2380- 4
_1:1
.9 0-0-
3-o 8
- 4Q
.40I o
T.f 260-- i HBO-D-
7 o_
. 90-4 0-
.190
.9 6.1 20- 4 60-4 -
0 i
-920- 2 1100-7
.6940- 34360 0.41 9.8 70-1517D904 0
4 4090-2 0
o6 4.
802 1.119
-02
.612 4
8-0 470D-2 4.75300- 2
-6 87 02
.4 0 02 4
o 0.4120
- 1.
360-2 0.41 1.470-70 3
0 2
041 0_
_.4 0-4 5.37000-390 9
0 0 1.4304 2
0S2 4 1~3.
2 0- 4 -2.7310-1 0 11
.8 0 4
D
- ? ~5. 600- 4 -.
50-03JO j : :jO8j 915:8
- tD 8:4i430o-
.7210- 4 -:7.6703 8
4 09 1.6 6
4 0.418 0 1.4420-02 2.970-4 -7.
70 30 100 0.4090 1.110-Oz 7.6950-34
-1.0500-12 40
.30
-2 300 248 2
4 61 41 2370: ~5.5270: 4 :7.001-03-H
-.28
-2 3.50 2
60 8:4M 1-0 4.45910 4 -600-5:10-2 99 3M 1:4'DH 3.618004
-5.1710-03f 2D 1 7i 0.41 ~
~
1460 5 8.70- 3 4
166:
- 90 Ool.3
.442 -02
.1270*14
- 9.69 0- 4 3.
500 100 220 2
- 5.
20 2
- ,0 00