Text

CP&L Shearon Harris Nuclear Power Plant Structural Integrity Test Summary Rept.
	ML18019A867
Person / Time
Site:	Harris
Issue date:	05/14/1986
From:	Manchak J; CAROLINA POWER & LIGHT CO.
To:	;
Shared Package
ML18019A866	List: ML18019A865; ML18019A867;
References
	NUDOCS 8606050133
	Download: ML18019A867 (368)
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8606050)33 g60gp9 PDR ADOCg pgpppypp E PDR I CAROLINA POWER 6 LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT STRUCTURAL INTEGRITY TEST SlRMARY REPORT Prepared by: 5$ /P gd J Manchak Date

SHNPP SIT Summary Report TABLE OF CONTENTS INTRODUCTION

-II. OBJECTIVES OF THE STRUCTURAL INTEGRITY TEST III. EVALUATION OF TEST RESULTS A. YIELDING OF CONVENTIONAL REINFORCEMENT B. SIGNS OF PERMANENT DAMAGE TO EITHER THE CONCRETE STRUCTURE OR STEEL LINER C. DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION IV. CONCLUSIONS APPENDICES THE APPENDICES ARE LISTED ON THE NEXT PAGE

SHNPP SIT Summary Report TABLE OF CONTENTS APPENDICES APPENDIX WJE I. WJE LISTING OF CALIBRATION FACTORS WJE DATA SHEETS FOR CONTAINMENT INTERIOR AIR T&fPERATURES~

START OF SIT, P=OPSIG WJE DATA ON CONTAINMENT CONCRETE AND LINER TEMPERATURE, START OF TEST, P=OPSIG (AND AIR TEMPERATURE ENCLOSED SPACES AROUND CONTAINMENT)

IV ~ WJE DISPLACEMENTS DATA START OF SIT, P=OPSIG V. WJE STRAIN GAGE DATA-REBARS START OF SIT, P~OPSIG VI~ WJE DATA SHEETS FOR LINER STRAINS, START OF SIT, P=O VII. WJE DATA SHEETS FOR CB DISPLACWENTS AT P=51.8 VIII. WJE DATA SHEETS FOR REBAR STRAIN AT P~51.8 WJE DATA SHEETS FOR LINER STRAINS, P~51.8PSIG X. WJE DATA SHEETS FOR CONCRETE AND LINER TBG'ERATURE AT END OF SIT, P~OPSIG (AND AIR TEMPERATURE LOWER SPACES OUTSIDE CONTAINMENT)

XI. WJE DATA SHEETS FOR CB DISPLACBKNTS AT END OF SIT, P=OPSIG XII ~ WJE DATA SHEETS FOR REBAR STRAINS AT END OF SIT, P-"OPSIG XIII. WJE DATA SHEETS FOR LINER STRAINS AT END OF SIT, P~OPSIG XIV. WJE CRACK PATTERN DATA SHEETS WJE REBAR STRAIN GAGE LOCATION SKETCHES XVI. WJE FINAL FORM SIT DATA TABLES XVII. WJE DEFINITIONS AND INSTRUCTIONS FOR USE OF DATA OF APPENDIX WJE, I THROUGH XIII

SHNPP SIT Summary Report TABLE OF CONTENTS APPENDIX EB AIR TEMPERATURE DATA FROM SIT MEASUREMENTS THER~ COEFFICIENT DATA FOR CONTAIRfENT WALL, WALL TEMPERATURES MEASURING WIRES DATA: LENGTHS AND LOCATIONS, THER fAL COEFFICIENT IV. CORRECTIONS TO DISPLACEMENTS MEASURPiENTS FOR TBfPERATURE DIFFERENCE OF WALL CONCRETE BETWEEN DATUM AND TIME OF MEASUREMENT CORRECTIONS TO DISPLACEfENT FOR TEMPERATURE DIFFERENCE OF MEASURING WIRE BETWEEN DATUM AND TIME OF MEASUREMENT VI. DISPLACEMENT MEASURING LOCATIONS WHOSE .R'COVERY DISPLACEMENT

,W/0 TEMPERATURE CORRECTION EXCEEDED 30 PERCENT OF PEAK PRESSURE DISPLACEifENT AND CORRESPONDING TEMPERATURE CORRECTED RECOVERY DISPLACEfENTS VII. CP&L SPEED LETTER OF MAY 9, 1986, POST SIT CONTAINMENT LINER WALKDOWN

SHNPP SIT Summary Report I. INTRODUCTION The Containment was subjected to a post-construction structural integrity pressure test (SIT). The test was performed in combination with 'an integrated leakage rate test during the period of Feb. 21-27, 1986. The SIT was performed as described in Shearon Harris Nuclear Power Plant FSAR Section 3.8.1.7.1 Structu'ral Integrity Pressure Test.

II. OBJECTIVES OF THE STRUCTURAL INTEGRITY TEST The objectives of the test were to establish, as a minimum, that the Containment would respond to SIT pressurization in the following manner:

a) Yielding of conventional reinforcement would not develop.

b) There would be no visible signs of permanent damage to either the concrete structure or steel liner.

c) Deflection recovery 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months after complete depressurization would be 70 percent or more.

d) Twenty-four hour recovery of the structure from maximum deflection would be greater than 80 percent, if deflection measurements exceeded predicted by 30 percent.

III. EVALUATION OF TEST RESULTS The test measurements were reviewed and calculations were performed applying the data of the measurements to determine the extent of attainment of the objectives of the SIT. The details are given below.

A. YIELDING OF CONVENTIONAL REINFORCEMENT Containment wall reinforcing steel strains at peak pressurization (Appendix WJE VIII WJE Data Sheets for Rebar Strain at P 51.8) were reviewed to determine whether any yielding of conventional reinforcement at the locations of measurement had resulted from the pressurization. The maximum rebar stain recorded was at WJE Label Eg 112. Appendix WJE XV sketch on Page 21 of the appendix identifies the rebar as horizontal inside face-of-wall reinforcement directly above the equipment hatch. The strain measurement shows that the rebar was stressed to about 26 percent of the minimum yield strength of the material of the reinforcing steel (A615 Grade 60). The minimal cracking that developed reflected the low strains recorded from the embedded rebar strain gauges and was further indication that yielding of reinforcement was not imminent.

Based on the strain measurements data recorded for the containment wall reinforcement, no yielding of conventional reinforcement occurred or was imminent under peak SIT pressurization.

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SHNPP SXT Summary Report III. EVALUATION OF TEST RESULTS (Cont'd)

B. SIGNS OF PER.fANENT DAMAGE TO EITHER THE CONTAINMENT STRUCTURE OR STEEL LINER

1. Containment Structure Grids were layed out on designated areas of exterior surfaces of the containment, as stipulated in specification CAR-SH-CH-22.

All cracks whose dimensions exceeded the least value stipulated in the specification (0.01 inches'in width before, during, or after the test) were mapped (Appendix WJE XIV-WJE Crack Pattern Data Sheets) . Additionally, the pre-test containment visual inspection established that there were no cracks that exceeded 0.01 inches.

Based on the crack patterns recorded in the data sheets for datum, peak pressure, and end-of-test, the concrete of the containment structure did not sustain any permanent damage due to the SIT pressurization. The maximum crack measured at peak pressure was 0.02 inches.

2. Liner For the containment wall liner plate to sustain permanent damage from SIT pressurization, either liner plate stresses or anchor stresses would be required to exceed code maximum allowables (ASME B6PV Code Section III Division 2 Articles CC-3720 and 3730).

Review of liner stresses induced by the SIT pressurization (Appendix WJEIX Sheets 5 of 5) shoved a maximum liner stress of 3],]60 psi.

The maximum stress occurred in the cylinder wall 3/8 inch thick liner plate near the bottom of the wall. Since the SA516 Grade 70 liner plate published minimum yield strength is 38,000 psi at room temperature, and the certified mill test reports gave a minimum yield strength of 45,600 psi for the cylinder vali liner plate, the liner did not sustain any permanent damage from SIT pressurization.

Since the post-SXT walkdovn (Appendix EB-VXX) reported that no structural damage to the liner was noted, liner anchors also did not sustain any permanent damage due to SIT pressurization.

C. DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION Review of the deflection recovery measurements recorded revealed that temperature differences between datum (start of the SIT) and deflection recovery (end of the SIT) were large enough to affect the recovery measurements. Correction for temperature differences were prepared and considered, in the deflection recoveries evaluation. The details follov.

1. Corrections to measuring wire, lengths for air .temperature differences between datum and time-of-measurement..;-,=. .

SHNPP SIT Summary Report III. EVALUATION OF TEST RESULTS (Con't)

C. DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION (Cont'd)

Cont'd Outdoor temperatures for datum, peak pressure, and end-of-test were obtained from meteorological records for the site for the period of the SIT-ILRT. Average temperature of containment air and indoor air surrounding the containment were developed (Appendix EB-I) from air temperatures recorded for those spaces (Appendix WJE-II and X) . The thermal coefficient of expansion/contraction of the measuring wire and length of measuring wire in each location were established (Appendix EB-III) . Corrections, required to measuring wires due to temperature differences between datum and time-of-measurement were then calculated (Appendix EB-V).

2. Corrections to containment dimensions for wall temperature differences between datum and time-of-measurement.

Containment wall concrete temperatures at the wall outside face first rebar layer and wall inside face first rebar layer at datum and end-of-test were obtained from SIT measurements (Appendix WJE-III and X), and average temperature of the containment wall at various elevations was developed for the two measurement times (Appendix EB-II). The thermal coefficient of expansion of the wall was calculated, based on published average thermal coefficients of expansion of standard concrete and mild steel, and the reinforcement density of the wall (Appendix EB-II). Corrections required to containment radius/diameter and various heights for wall temperature differences between datum and end-of-test were then calculated (Appendix EB-IV).

3. Displacement measurement locations whose recovery displacement exceeded 30 percent of peak pressure displacement, and corresponding tempera ture-correc ted recovery displacements.

Appendix EB-VI lists displacement recoveries which calculations indicate are unsatisfactory, based on deflection measurements recorded. Dome displacement recoveries are also included in the tabulation to show the effects on displacement measurements in regions of large temperature change between times of measurements; All aberrant displacement recoveries were reviewed. Based on values of other measurements in the region (crack pattern rebar and liner strains, and nearby displacements), it was concluded that the un-satisfactory deflection recoveries identified in the tabulation are non-existant.

Labels BR 71, 72 and 78 report low radial displacement recoveries.

Measurements location is the base of the cylinder wall between Elevations 221 and 226 feet. The percentage nonrecoveries recorded are based on calculations which used ratios involving differences between very small numbers.

SHNPP SIT Summary Report III. EVALUATION OF TEST RESULTS (Cont'd)

C.~ DEFLECTION RECOVERY SIXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION (Cont'd) 3.~ Cont'd Labels BR 75 and 81 are very small value radial displacements, and give displacement recoveries between Elevations 221 and 226 feet with recovery beyond the starting point. This is physically improbable and probably due to instrument tolerances.or insufficient data on temperature distribution at those locations.

Labels BV 79 and 82 are small value vertical displacements and give displacement recoveries at Elevation 216 feet (top of mat) with recovery beyond the starting point. Again, this is physically improbable.

Labels ER 39 and 41 report low radial displacement recoveries after temperature correction. Both locations are on the vertical center-line of the equipment hatch, Azimuth 346. ER 39 is directly below the hatch at Elevation 285.42 feet, and ER 41 is lower at Elevation 276.75. ER 39 measuring wire was in outdoor air, and that of ER 41 in the enclosed space surrounding the containment. Wall reinforcement with strain gages at ER 39 are EQ 119 inside face rebar, EQ 134 middle layer rebar, and EQ 148 outside face rebar. The liner strain gage at ER 39 is EQ 28. Deflection recoveries of the two labels were ad)usted for temperature difference between datum, peak pressure measurements, and recovery measurements. Review of peak pressure strains recorded for the rebars at the locations (Appendix WJE VIII Sheet 1 and 2) and end-of-test strains recorded for the rebars (Appendix WJE IX Sheets 1 and 2) show no abnormali.ties or excesses in response to pressurization or rebound at zero pressure. EQ 27 and EQ 28 liner strain measurements at those locations (Appendix WJE IX-Sheet 5) list liner strains well within allowables and satisfactory rebound (Appendix WJE XIII Sheet 5). Based on the values of the other measurements in the region and on no visible signs of physical change in the containment at the locations, it was concluded that displacement measurements at the two locations are inconclusive.

Label ER 40 reports a temperature-corrected recovery displacement which places the recovery point beyond peak pressure displacement.

ER 40 is also on the vertical centerline of the equipment hatch, but at Elevation 276.75 feet. Review of peak pressure and end-of-test strains (Appendices WJE VIII Sheet 4, WJE IX Sheet 4, respectively) of rebar at ER 40 (inside EQ 120, middle-of-wall EQ 133, and outside face EQ 147) and EQ 28 shows no abnormalities or excesses in response to pressurization and rebound at zero pressure. Based on the values of the other measurements and no visible signs of physical change in the containment at ER 40, it was concluded that one or both of the displacement measurements are inconclusive and probably due to instrument tolerances.

SHNPP SIT Summary Report III. EVALUATION OF TEST RESULTS (Con't)

C. DEFLECTION RECOVERY'IXTEEN HOURS AFTER COMPLETE DEPRESSURIZATION (Cont'd)

3. Cont'd Label MR 46 reports low radial displacement recovery after temperature corrections. The location is directly above the middle feedwater penetration. Other strain gages at the location are MS 36 inside face rebar, MS 63 middle-of-wall rebar, and MS 89 outside face rebar, and liner strain gage MS 45. Review of peak pressure and end-of-test zero pressure strains recorded for the rebars and liner at the MR 46 location show no abnormalities or excesses in response to pressurization or rebound at zero pressure. Based on the value of the other measurements in the region and on no visible signs of physical change in the containment at that location, it was concluded that one or both of the displacement measurements at the location are inconclusive.

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4. Vertical displacements at peak pressurization and end-of-test zero pressure for the dome, Labels DV01-DV05, and the cylinder wall at Elevations 375.75 and 375.58, Labels WV06-W109 were listed in Appendix EB-VT. Sheet 3 and corrected for temperature difference between times of measurements. All displacement recoveries exceeded 80 percent.

IV. CONCLUSIONS Except for the few low displacement recoveries listed under B3 which review has established are inconclusive, all end-of-test displacement recoveries equalled or exceeded 80 percent sixteen hours after depressur-ization. The data recorded during the test established that the minimum requirements for response of the Harris Plant concrete containment structure to SIT pressurization were satisfactory.

a) Yielding of conventional reinforcement did not develop, as deter-mined from analysis of crack width, strain gage, or deflection data.

b) No visible signs of permanent damage to either the concrete structure or the steel liner were detected.

c) The deflection recovery 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months after complete depressurization was 70 percent or more.

d) Twenty four hour recovery of the structure from measured maximum deflection was greater than 80 percent, if deflection measurements exceeded predicted by 30 percent.

Since the 16 hour1.851852e-4 days 0.00444 hours 2.645503e-5 weeks 6.088e-6 months deflection recovery of the structure was greater than 80 percent, a compaiison of measured maximum deflections at points of,-

maximum predicted deflections to determine whether measured exceeded predicted by more than 30 percent is not required, and has not been performed.

APPENDIX WJE I'JE LISTING OF CALIBRATION FACTORS

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2.0700 2t0700 Otnnnn otonon 0 ~ 000 Ot t 000 203 EA 22A 337t48 307t17 2t0700 0.0000 Ot 000 204 EO 228 33?t48 307,17 2t0700 0.0000 nto '00 205 EA 22C 337.48 307t17 2t0700 0,0000 0 vynn;

~

206 EO 23A 327t44 25'7 t 5'6 2t0700 I- Q.OOOO Otndnn:

')07 EA 238 327.44 25'7 t 5'6 2t0700 Ot0000 OtOOQO 208 EO 23C 3'?7t 44 25'7. 96 2t0700 z. O,QOQO 0 00 0 F

209 EA 24A 333ti9 297t96 2t0700 Otnnnn 0 00( 0

~

210 EO 248 333.19 297t5'6 -2.0700 Ot0000 Ot0000 211 EO 24C 333.15'33t04 25'7t96 -2.0700 Qtnnnn Ot0000 EO 25A 282t5'5 -2t0700 O,nnnn Otnnnn 213 EA 258 333t04 )8 P -2,0700 Otonno Otnnnn

~J E $ - 7(lg Chan Lab el A=imuth Elev Fact(1) I gct(2)) Fact(3) 214 I=A i) g 3,33 o 04 282)95 -2.0700 0,0000 ao0000 215 216 EO EO 26A 269 337'6 337)46 288 288e64

'4 -2+0700

-':) . 0700 0,0000

.0000 0. 0000; t

'.0000 217 EO .? 6C 337o46 2)88'4 -2)+0700 o0000 0 o 0000 '.

218 EA 27A 346.00 277.79 -2.0700 ,0000 0 00{)0:

o 219 EO 278 346oaa 277+79 -2,0700 ,0000 0 iaaaa

)

27C 34hoaa 277)79 -2.0700 0 0000 0 ) 0000

')21 28A 346+09 283e63 -2o0700 ooaaaa Ooaaaa EO 288 346.09 283+i~3 -2o0700 0, 000 0.0000 FO 28C 346 09 F 283oh3 -2o0700 0. 000 0.0000

<<) )4 29A 354.20 288i63 -2oa700 0. 000

.5 298 l 4,) Q c".)

288.63 -2,0,ao ',0,0 00 0)0000'oaaDG EO 29C 354 0 288.63 -2o0700 ! 0.0 00 0.0000

<<) r) 7 EO 30A 4.23 298o12 -2o0700 0 ~ 0 OD 0.0000

,) .)8 EO 309 4 298)12 -2.0700 '.on 0 0.0000

.) .)9 30C 4.23 298e12 -2i0700 OoGaq0 0.0000 230 231 FrO EA EO 31*

318 357 43 357o43 F 297 2)97m

'393 -2+0700

-2.0700 Ooaada 0 000'P 0.0000 Oo0000 l3 EA 31C 357.43 297+93 -2o0700 a<aaap 0,0000 233 EO 32A 3.i4 17 o 307o04 -2o0700 0,0000 o,anaa 234 EO 3.9 3.4.17 307o04 -2,0700 0.0000 0, 0()()0 r) g I Eg 32C 3 i4+17 307ea4 -2+0700 0,'aoooI 0,0000',0000 236 NS 52A 278 o49 283i70 -2e0700 237 MS c <<) 8 278.49 283o70 -2o0700 Ooaaaa'oaaaa 0.0000 .

238 NS 5~C 278.49 283o70 -2o0700 0.0000 0,0000 239 NS 53A .7a,aa 283i65 -2+0700 0,0000 0. 00{)0 i140 NS 539 270. 0,0 283.65 -2o0700 G.oaoo {), GGQQ 241 NS 53C 270eaa 283i65 -2+0700 0,0000 0.0000 MS 33* 278 i 31 281.73 -2.0700 0.0000 '.0000:

243 MS 338 278.31 281o73 -2o0700 0.0000 aeaaaa 244 NS 33C 278.31 2E:1 o73 -2.0700 0.0000 Q.aaaai

'v<<) 34A 269.42 "..?81 e 69 -2o0700 Ooaaaa Goaaaa 246 NS 348 < lJi<<iI ~ *~ )s 281<<69 2 0/ vv

~ Ooaaaa 0.0000'.

247 I'IS 34C 269o4.? 28leh9 -2)i0700 Ooaaaa '0.0000) 248 MS 35A 284.21 27Bo50 -2o0700 0)0000 0 QGOOI

~

r MS 358 284.21 278o50 -2.0700 0.0000 Oeaaaa'.0000

)C.

0 NS 35C 284.21 278)50 -2)0700 0.0000

<<)c 1 3')A MS 368 281 281i50

'0 278i50 2i'8o50

-2ia700

-2+0700 PO Oeaaaa 0 i 0000 0.0000 0'). ODGG NS 36C 281.50 278o50 -2o0700 V 0+0000 0 ( 0{:)00:,

r))

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NS 37A 275t55 278i27 -2o0700 J 0.0000 0'.0000 C'56 MS 378 27<<) o 5<<) 278o27 -2oa700 Oeaaaa 0, 000.

NS 37C 2( Je J<<) 278o27 -2oa700 OoDQOD a. 000

<<)g, 7 NS 38A 274i28 278+50 -2oa700 osoaaa O.QGGQ

~ ')g.

8 MS 389 274.28 278e50 -2oa700 Ooaaaa 0.0'POQ'.0000 MS 38C 274)28 278+50 'o Q700 Z. 0.0000 j

ha NS 39* 272 55 o r) -) r'<<) L" 278'9 -2+0700 O.aaao 0.0000 261 NS 3 <<.I L-.

<<)d 278+19 -2+0700 Ooaaaa Q.aaaa 263 MS MS 39C 40A

)7 ) c 278.31 278 275 00

'9 F

-2i0700

-2.0700 Ooaaaa Ooaaaa 0.0000 0.0000 264 MS 409 278i31 275 i 00 -2o0700 Ooaaaa aoaaaa 265 MS 40C 278.31 275'0 -2.0700 Ooaaaa o.ooooJ 266 NS 270.21 275o08 -2.0700 0.0000 Q.oaaa

~ ~ ~

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W4E E-Q /I X Ch an Label A"ir<uth Elev F<act,(1) F<act(2) Fact(3) g .<0 EO 134 oooo Oooo -2oaloa o,oooa 0.0000 3'1 g Fo 138 Ooaa Oiaa -2ioioo O.oaao O.ooaa 3'1 .<

EA 145 Ooaa Oooo -2ooiOA 0.0000 0 aoaa

~

323 EO 147 0 ~ 00 0 i 00 -F 0100 ooaaa 0.0000 324 EA 148 0.00 0.00 -2ealaa >0000 0.0000 325 EO 150 Oooo a,oo -2eoloo ooooo Q.OGGG 326 EO 152 0 00 F >,00 -2i0100 oooao o,oooo

.<8 Hs 034 0 00 F aoaa -2)0100 0 0000 Oeooaa

'T ?9 HS 036 oooo 0 F 00 -2oaloo 0. 000 G.GOOG I PWR +2 Oo00 o.oooo 331 0.00 Ooaa -2<0100 ao 000 0.0000 332 0.00 Oooo -2i0100 0 ~ .00 0+0000 333 0 ~ 0.00 -2+0100 Ooo 00 0.0000 334 Ooaa -2oolaa 0+0 00 0.0000 0 ~ 00 oeoa 0100 0.00 0 0.0000 336 0 F 00 0~00 -~.0 0 00 0 F Q.GGOQ I 337 Oioo 0~00 -2o0100 0 Oooooo 338 0+00 atoa -2 0100 o Q.OGO Q.aooa 3.39 0.00 0 F 00 -2 i 0100 0.000 GoOSQQ 340 HS 039 Oooo Oooo -2ioiaa 0.0000 asooaa 341 HS 04Q a,oo Oooo -2i 0100 0.0000 a,oooo 342 HS 044 0 00 F 0.00 -2.0100 0.0000 0~0000 344 HS 048 0,00 oiao -2iaioo ooooao 0 0000

~

345 MS 049 o,oa 0,00 -2.0100 o,oooo . Q.oooo 346 HB Q53 aeoa Oooo -2.0100 oooaoo Q,oaoa 347 HS Q55 Q.on o.ao -2ooioa O.oooo a<oooo 348 HS 056 O.QQ o.ao -2ioioa Qsaoao 0.0000 Oo 0 oolaa O.aaoa <t o.oooo 351 0.00 Oooo -2.0100 ooanaa ~

o.oooo s% lJ l 0.00 oooo -2.Q100 ooaaoa Ooaaoo Oo 0.00 -2ioiao aoaaoo .Gaao 354 0 00 F 0 -2oaiao O.OGGO .0000 35b oooo Oooo ~.0100 O.oooo eoaaa, gl 0 aa

~ aoaa 2 oooaoa A.OOOO 357 0+00 0 00 F -2.0100 000 am<oooo 358 ooaa Ooaa -2ooiao Oooo o.oaaa 3c. <'\

0 00 F 0 00 F -2o0100 0.0000 WM<(~no 360 HS 0,.8 OOOO 0+00 -2.0100 G.oaao a. Goa 16] HS O!<O oooo Oooo "2oaioo o aoaa 0 ~ 0')aa 362 HS 061 0 00 F Ooaa -2 i 0100 Ooooaa Oiapaa 363 HS 062 aooa Oooo -2)0100 o,aoan aoaaao 364 HSG 0 00 F ooaa -2 0100 ooGDOQ aooaoo 365 HS065B oooo Oooo -2ooioo o,oooo 0. Qa.'}0 366 HSohhh Oiao 0.00 -2o0100 oooaao a. 00()o 367 HSOhhE< 0.00 Oraa -2e0100 0.0000 Q.Goop 368 HS 069 0 F 00 Oooo -2.0100 oooooa 0+000) 369 HS 070 nooa 0.00 -2.0100 0.0000 0.0000 0 OD 0 ~ 00 -2ioloo Oi 0000 ooaoao'.0000'~

.37 1 ioa 2 0100 0 ~ OOGG 372 0.00 Oooo 0.0000 0 0000 373 O,aa OooO -2+0100 0.0 <<0 NDT ~ Pl'l cR 6 ~

ur)6 T-:0/i~

Chan Label A"imvth Elev Fart(1) Fact(2) Fact(3) aonn 0 00

~ -2ooioa Qonnno 0.0000 375 00 0.00 -2oalao oaaaa o,oooo 376 0,0 0 -2ooioa .0000 0 ~ nnnn 377 0. 00 Ooaa 0 Ooaaoa Qoaaaa 378 0.00 Qono -2oaioa nQ 0.0000 379 Ooaa Qoao -2oolao .0000 '0 380 NS071A o,oo -2.0100 0000 g,nnan

!'? I 382 384 NS NS

'ono NR071B 072 073 0.00 h hn a.oo aoaa 9oao Oooo

-2.0100

-2.0100 Oo 0000

o. 000 000 0.0000 O.nona Q.aooa 385 NS 074 0 F 00 oooo -2oaiaa oo 00 0.0000 386 NS 075 Oooo 3ooa -2oaian oo 00 Oonnnn

~~a 388 MS 078 Oooo Oooo -2oalao oaa 0 o.onno 389 NS 085 o,aa Oooo -2o0100 o,on o 0.0000

'W w~ ~ o) 00 391 Ooaa Ooaa -2oaiaa Ooaaa 0.0000 !

0.00 0 00 F -2ooiaa 0.000 Ooonno ~

393 Oo Qoaa -2oaiaa o.oooo Q,oooo 394 Ooaa -2ooion Oooooo aoanao

'795 Oooo 'Qooa 0100 Ooaaoa OoOOOOI i 396 Oona Oooo ? 0 o.oonn o,oooo 397 ooaa Oooo -2oaiao Qa Ooooao 398 Oooo Oooo -2.0100 Ooana 0.0000 399 aono Ooaa -2oolaa Ooaaon . (VoM~

400 MS 087 Oooo Ooaa -2oolna Oooono Oooano 401 MS 089 o,oa o.oa '-2oalaa 0.0000 ir OOOO o

402 MS O9O 0 F 00 Doaa -2.0100 0 0000

~ o.oooo 403 NS 095 Oooo 0 00 F -2.0100 o,noon Ooanno 404 MS 098 Ooan 0.00 -2.010Q 0.0000 0 00() 0

~

405 MS 101 oooo a.oo -2 '100 o.oooo .0000 406 NS 103 nona Q,on .Oioo 0.0000 .Qonn 407 NS 106 0 00 F Oooo -2oalaa 0.0000 .ooan 408 SL 107 O.QQ 0 F 00 -2o0100 0.0000 0!.oono 409 Sl 109 0 F 00 Oooa -2o0100

~

0.0000 411 SL 110 noaa Ooaa '2.0100 OoaaaQ 0. t)000 an o a., ~ .Qnnn 0. 000 413 b 0.00 0.00 -2.0100 o.onoo 0 o A)00 414 blank n Oona F 0100 nooann 0, OI)()o 415 bl ink 0 F 00 0 -2onlaa 0.0000 0 0+00 o

416 blank 0.00 Oooo ~ 0100 F o.oooo 0, 001)0 417 blank Qoao o,oa ) 0 Ooaana aonaba 418 blanK Oooo Oooo -2ooiao o oo000(~

419 blank QoaQ aoaa -2o0100 0.0000 ona 420 BS 001 Oonn 0 ~ OQ -1o9900 Ooaoaa Ooooan',

421 BS 002 Ooaa Oooo -1o9900 Ooaaaa 0.0000'onnon 4? ? BS 003 Oooo 0 F 00 -1o9900 Oooono .

423 BS 004 Oona 0 F 00 -io9900 Oooooo o,oooo (

424 BS 005 OoOO 0 F 00 -1o9900 QoQnna 0.0000 i 425 BS QO6 Oooo 0 F 00 -io9900 0.0000 aonoaa 426 BS 019 Oooo nooO -2o0100 0 .0000 Oooaon

M0C i-il/':"

Chan Label A= imuth Elev Fact(1) Fact.(2> Fact(3) 427 020 Oooo Oooo -2o0100 a.oooo 0.0000 428 BS 021 Oona Oooo -2o0100 Ooaooo Oonoao 429 BS Q~) l 0 00F Oooo -2o0100 Ooaooo 0.0000 430 BS 024 OoQO Ooan -2ooiaa 3oaoao O.OQOG 431 BS 0 gc'26 Oooo Oooo -2ooloo ,0000 G.oonn 432 BS Oooo 0.00 -F 0100 oaoaa o. oa()o 433 Kcs 027 Oooo 0.00 -2ooiao 0 OOGQ Q.nnov 43'cs 434 435 BS 028 FcS 029 Ooaa Oooo Oooo Doaa

-2.01GO

-2 '100 0 0000 0.0000 Oooaao aoaaaa 436 Bs 030 a.oo Oooo -2ooiao Oo 000 G.GOQQ 437 Eo 111 0 F 00 oooo -2o0100 O, GOO Q.ooon 438 EO 112 0 ~ Oo Oooo -2oaiao Q. 000 0 Qar)a

~

EQ 113 Oooo Oooo -2oaloo Oon 00 Goooan 440 EA 114 Oooo Q,no -2ooioo Ooa 00 aoooaa 441 EO 115 Oooo Qooa ,oion Oooo '0 0.0000 FA 116 0.00 aoao .oiao o.oo a O.OGOO 443 EO 120 a.oo Oooo -2o0100 ooona'> Ooanoa 444 FA 123 Oooo aoao -2ooioo Oooaa Q.aoaa 445 EA 124 OoOO Oooo -2oolao aoaoa 0.0000 446 EA 130 Oooo Oooo -2ooiao Oooaan o,oooo 447 EO 135 0 F 00 0 00 F -2oolao 0.0000 0.0000 448 EA 136 Oooo 0 F 00 -2ooioo Oooaon Qoaaoa 449 EO 139 Oooo 0 00 F -2ooiao Oooooo 0,0000 450 EO 140 0 F 00 Oooo -2o0100 o,aoao o.oooo 451 EO 141 Ooan 0.00 -2ooioa 0.0000 0.0000 452 EA 142 Ooaa Oooo -F 0100 Oooooa Q.noao 453 EO 143 Oooo Oooo -2o0100 aoaoaa 0 ~ aooa 454 FA 144 Oooo Oooo -2o010Q Oooaaa aoaaaa 455 EO 146 Q.on o,on -2ooioo noonaa Oonaoo 456 EA 149 Qoaa Oooo -2 '100 o,onoa Q.QQOO 457 EO 151 Oooo 0.00 -2oolao Oooann 0.0000 458 NS 031 ooaa Oooo -2ooioo Ooaaaa )0.0000 459 NS 032 Oooo Oooo -2ooioa V o.oooo '.0 ~ Gaao J

460 Ns 035 aoaa Oooo -2o0100 Ooaaao .Oaaa 1 NS 037 Oooo 0 F 00 -2.0100 a,oooo (,0000 462 r r NS 038 Oooo Goao -2onioo Ooaaao O.oooo NS 042 Oooo aoOO -2ooiao Qooaaa 0 gonna 464 NS 050 Oooo Oooo -2.0100 z 0.0000 o,pooo 465 Ns 051 Oo00 0.00 -2o0100 Ooooao o,poan 466 NS 052 o.no Oooo -2.0100 0.0000 O.qooa 4o 6? NS 054 OoOO 0.00 -2o0100 aoooan 0.0'poo 468 MS 063 Qoao o.an -2oaioo 0,0000 Goo/an 469 NS 064 Goon o,ao -2oaioa Ooaana aoagon 470 MS 067 Goao Qoaa -2.0100 i 0.0000 0 00') 0

~

471 Ms 068 0 00 F Oooo -2ooioa aoaaao G,OOOO 472 NS 077 0 00 F oooo -2.0100 Oooooo Oooano 4?3 MS 0?9 Ooao OoaQ -2oa100 Ooaoon Ooono(P 474 NS 088 0.00 Oooo -2oaiaa Oonnon Qoooa) 475 NS 092 Oooo Oooo .Oioo Oooaan Ooaoaa 476 NS 093 aoao o.oa .nioo Oooana Ooaaaa 477 NS 094 0 00 F Oooo 2ooioo Oooona Gooana 478 NS 095 Oooo 0 00 F -2oaloo Oooooo o.noon 479 NS O97 0 ~ aa 0 F 00 -2 0100

~ ooooan Qonaaa

<<+ S-'/ix Chan Label A=&auth Elev Fact(1) Fact("') F ~c t(3) 480 MS 100 Oo00 Oo00 -2+0100 Oo0000 Q. 00()0 481 HS 105 Oo00 Oo00 -2)0100 e0000 Oo0000 482 SL 081 Oo00 0<00 -2o0100 0000 Oo0000 483 SL 082 0 00 F Qe00 -2o0100 Oo 000 0.0000 484 SL 083 0 00 F Oo00 -2.0100 Oo 00 Oe0000 WM3'0 486 SL 108 0.00 Oe00 -2o0100 Oo00 0 0.0000 7 blank .Oo00 Qo00 .0100 Oo000 0.0000 488 lank Oe00 Oe00 -F 0100 Oo0000 Oo0000 489 bla Qo00 Oo00 -2(0100 Oo0000 0.0000 490 blank Oo00 Oo00 -2o0100 0,0000 Oo0000 491 blank Oo Qi00 -2e0100 Oo0000 Oo0000 49 .) blanK Oo00 F00 -2o0100 Oo0000 Oo0000 493 blanK Oi00 Oo -2o0100 Oo0000 %0o0000 494 blanK 0.00 Oo00 0100 0.0000 F0000 495 blanK Oo00 Oe00 -~oO Oo0000 0 F 0000 496 blank Oo00 Oo00 -2o0100 ,0000 0.5000 497 blank Oi00 Oo00 -2+0100 Oe 0 0 0%()0 e

498 blanK Oo00 0>00 -2o0100 0.0000 O. 00/0 499 blank Oe00 Oo00 -2i0100 Oe0000 ()'40

APPENDIX MJE II. WJE DATA SHEETS FOR CONTAINMENT INTERIOR AIR TEifPERATURES, START OF SIT, P=OPSIG

&dc 5-t /cf MAOE BY SHEET NUMBER Kiss, Janney, Elstner Associates, Inc.

330 PQngsten M., Northbrook, illinois 60062 CP gt5 <c J-t ~i PROd NUMBER pe @we5 ~R.~ 3 K'Kt'lM-7KES Oi/~~/SS O~>TG

+I ~1& PS upgo P ~D's CA-C t-

.DYo QY Ox J +g/o'7 R )/o 3

>3/o 2 t/0+

1 E-2/oS 2 +/I o B.3/og

~/>3 Qf 03 +I/O ( E(/d2, PZ/d2 E g/O3 29 d'g P+/d4.

A 0+ QZ/oS Q3/o I &f/dQ gV 05 ~03 B9/O3 ~/o3 'R '3/d (

5Y a. m/ds m3/dg ivV 47

,ev o%.

2 3/o I R3/os

~jQ

~O+

5l I 0'1 ~P& &3/d5 lhJ9 lo lo 2 2/o I ~/o+

0 (2. 1( 92/o& KZ/OZ P3/d+

WO t+ l 2. Rg/o z 63/of,

'k8 l& 13 ~To+

8.3/~B e+/ V

&p 30 ER. 3i K3/o S & P (C C OG &+jo5 gl

~/d g IC FR 32 ~/dr 7+/OP Bggy ..

l7 %+( o&,

C P.35 lg Ba.Z G Is a+/o 7

+0~AD~ ~~ fly%-L JO<~l ~ ~

~A r- Vitri~ P1S~'t-~

~Q = uJ~c. 01/SI~~C1f. Dr~pL~

PpP1t 5 OiSPL, l

D NUNIlER - 371 DRTE - 52 TINE - 1538 SURES 14.53?0 14.5300 RVG 14>>5335 RTD'S 2 lr0 1 71. 0780 2 lr02 71>> 4286 21r03 79>>9349 Zir94 76. 8620 22r81 71>> 4926 Z2r02 71>> 1680 Z2r63 71 '820 22r04 71. 3126 Z2r05 71.4566 Z2r06 71. 1866 Z2r67 71. 1866 Z3r91 71>>5820 Z3r82 71>>5-30 23r03 71>> 4929 Z3r04 71.4920 Z3r85 7 1 ~ 5820 23r86 71.9969 Z3r97 71.S829 Z3r08 71>>5829 Z3r09 71>> 6360 24r01 70.5200 Z4re2 71>> 6180 24r~g 71.5100 Z4r~ 71>>4560 Z4r~g 72>>4640 Z4r&8 g 71.?080 24r~ 7 71..3300 Z4r 71>>2580 24r~y 24r~e 2&5( 70 '280 ZS'~Z 25r~y ZSrQer p 71>>6720 71.6660 70.4666 25r4H 71.7980 70.6820 70.4120 25' 25r~

71.7440 2 Sr~+

70.95'0 25']y 71.S820 70 '380 71>>1680 INRCT 6>>0000 IHRCT 0.6000 IHRCT 8.0000 INRCT 0.0006 INRCT e.Boeo INRCT 8 6009 IHRCT

~ 8.8090 INRCT e.oooo INACT e.eeoo I NFICT 8>>8000 RVC 71>> 3284 DEW CELLS RHD Z 1 AMBIENT 51 ~ 4217 RHD 22 49.3832 RHD 22 51 037 0 RHD 23 49.7550 RHD Z3 47 ~ 1781 RHD 23 50.3319 RHD 24 49>>4986 RHD Z4 48 'o27 RHD Z5 56>>6524 RHD Z5 49.?806 INRCT 0.6600 INRCT 6.0006 INRCT 8. 8000 IHRCT 8.0989 INRCT 0.6960 AVt>> 49.7989

. PRESS 14>>5360 VAPOR P'REc SURE ~ 1763 14.3572 5>>8667 5. 8180

CORD NUNIlER - 456 DFITE - 53 TINE - 1615 SSURES 55.6140 55.6020 RYG 55.6080 RTD'S 2lre 1 69. 8540 21r92 69.9266 Zir03 69.?820 2lr04 69 69 0

~

Z2r81 69. 8186 Z2r82 69.9SOB 22r63 76.3640 Z2r04 70. 0166 22r85 69,9440 22r06 69.6260 22r07 69.9800 Z3r01 70. 5380 Z3r92 ?oe 4129 Z3r63 70.4300 23r04 70.5020 Z3r05 0 2 8 ly 0

~

Z3r86 79. 6186 Z3r67 79.2500 Z3r08 70.3046 23r09 70.3646 Z4r81 71. 3846 Z4r92 79.8266 24r03 70 7600 24r64 70 '280 Z4r85 71>> 4929 Z4r96 71 1146 Z4r07

~ 70.6286 24 08 70e 1060 Z4r89 79.9766 Zarle 71. 1596 Z5ro1 ?0.6820 25r02 6'9 ~

. 4. 0 Z5r63 69.8260 Z5r64 68.9720 Z5rOS 70.1420 25r06 71. 6000 Z5re? 69.18SO 25rOS 68.6186 25r09 70. 4120 25r1 6 71.1500 IHRCT 6.6900 INRCT 8.9660 INRCT 8.9000 I HFICT 0.0006 INRCT Booooo IHFICT 8.8060 INRCT Ge0006 I HRCT 6.8900 IHRCT 8.8696 IHRCT e.eoee RVG 78.2152 DEW CELLS RHD Zl 5?I3575 RHD Z2 51 ~ 8663 RHD Z2 20.267S RHD 23 RHD 23 54o4688 RHD 23 49.2934 RHD Z4 55o9473 RHD Z4 23 ~ 7550 RHD Z5 57 ~ 67S 1 RHD 25 55.5499 INRCT 9.9000 It)RCT 9.0600 IHRCT e. eooo INRCT 8.9006 INRCT 8.9900 RVC 46. 3412 RNBIEHT PRESS 14 ~ 5369 YRPOR PRESSURE i1547 Y PRESSURE 55+4533

( WS 8.9666 5e 8189

~--<<<<

ILPT TEST DATA SHEAROH HAPRIS HUCLEFIR POLlER PLAHT

}0} . } iF:TOI I~,y2r. Q N% 102 ZliPT02 I>.8-.C ~4 ~~+ }0~ Z}~PTM 95 104 Z}iRTD4 IP 4 0

~

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}A9 Z2ip.T[~5 I >. 8~C =g gy 110 Z2iRTOo Iy. y~C =6 '3.9&8 I I I ZZiRTf>7 }~.86C~~ I~< 112 ZbiPT[i} 9cC ~ g+>310 1}j Z~iRT[>2

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r.~ >" 114 202 20~

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116 Z~iPT[>5 204 ZSiRT[9 208 Z4iRTD4

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l~ Z4<<PT[>9 }8.}.-.C=~q,rlk 214 ~4~PT['}0 18,2rir '<4'><~ iPTOI ,18,n4C=r 4'"" ~ "Ii Z5/PT[>" ~ g <<4 >Q$ g

.01 Z5~F:Tf>~ 18.}8C=re <<v. ~r<2 Z~><<<<RT['4 I'.82C-r ~>7> ~0~ Z5<F:TN IP.OIG"" <"'~ ~ M~4 Z5iRT[>8 r~r

'05 ".<<RT[>> I:, 8 } I +C+> 0 5 8 >06 Z5~RT[>8 I y, y"r. =r 5.9}9- ".'r(? Z5iPT[ 9

'16 I+Or;r,-&0 <<98 i0..":Ir<<1 '.g

~08 Z~iFT[sl>)

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.09 Zl:PH[

>Al 410

'sl4 Z;.iFH[

P 5iFH[

f'P f'EPP A

8 A

>9 ~ ~>4C 14.4~2P 14.6C

~}0 801 8rps Z2~F;Ht> A

".'l4 Z".iF:H[i C 402 Z iF'HO 8 UT f<E:T

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4. 74C
~8. 99C i9. ~4C l
el } 2iPHf 8 3}. Z4iRH[>
408 YFTiRT[>I 802 MT F'HO>T 8(i6 MT RH[~T A 3!<. I.C 21.02C "i."4C-
}02.8}F
'09 803 80>
iPHf fl Z4iRH[> 8 P-I L}T f>PT L}T f'PT X9.0C
14. 4.'~ >P x,40I
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<<08 t'P f>EPR ~>> zF $ 09 P A"lj 14.4 810 -0. 0,8
APPENDIX WJE III. WJE DATA ON CONTAINMENT CONCRETE AND LINER TElPERATURE, START OF TEST, P~OPSIG (AND AIR TEMPERATURE ENCLOSED SPACES AROUND CONTAINMENT)
Hnr ris Nuclear Plnnt <<JE <<o ~ 790229<) tu)C <<<
</2 Date'2/21/86 Page 1 Pressure 0.00 Time>> 15:.9>> 1 Load Stnge OOA t TEHPEP<ATUFlE DATA Chan ~ Label A=imuth Elev>> Temper ntur e (Deg>>Min) (Feet) (Deg. F.)
0 T 01 L 90>>00 227>>00 66>>4 T 02 I 90>>00 227>>00 66>>1 002 T 03 0 90>>00 227>>00 64>>5 003 T 04 L 170>>00 227.00 67>>1 004 T 0 >1 005 T 06 0 170>>00 227>>00 65>>2 006 T 07 L 270>>00 227>>00 007 T 08 I 270.00 227>>00 66>>8 008 T 09 0 T 10 346>>00 227>>00 65.9 T 11 0 346>>00 227.00 65>> 6 3 .00 268>>00 71 '
T 15 I 346>>00 328>>00 67>>2 T 16 0 346>>00 328>>00 63>>4 18 0 346.00 376.00 65 '
016 T 19 1 346 00 F 376>>00 '65>>9 T 20 225>>00 410>>00 60.5 T 21 225.00 410.00 63>>0 T Bled 020 .) .) S 320>>45 240.00 68>> 0 021 T 23 S 162>>30 239>>92 67>>1 0 .< .)
T 24 S 270>>00 270>>00 70>>9 023 T 25 S 185>>00 265>>00 71>>2 DE- GlJCl i~ SPA<~ AQ)000 Cpgg.
Aye' g,() L DESYiQATlOQS TP qgl<6l-5 dye>0 l5'l (<
Ol'7 PE< YCLEgttoQF <d~<<<'~rldVS 5Y W<l& d4 4/lf/8b
W0C Qi -2 /~
Harris Nuclear Plant MJE Now 790229A Date: 02'Z86 Page 1 Pressure 51.80 Time; 20:07:37 Load Stage 16A TEMPERATURE DATA Chan i Label A=imuth Elev ~ Temperature (Deg. Min) (Feet) (Degas Fo) 000 T 01 L 90,00 227,00 64.0 001 T 02 I 90opp 227opp 64op 002 T 03 0 90.00 227opp 64.5 227.00 65op 003 04 005 T
T T
04 L 05 E 06 0 170<00 170.00 170.00 227.00 227.00
'4.9 65 '
65 '
65.1 09 270.00 227opp 65 '
009 T 10 34bopp 227opp 66+3 10 T 11 346.00 227.00 65o4 011 T 13 346opp 268opp 70.8 012 T 14 X 346opp 268.00 7203 13 T 15 I 34bo00 328opp 68 1 F 014 T 16 0 346.00 328o00 58+4 015 T 18 0 346ipp 376o00 54 ~ 4 19 t 346.00 37bo00 67o2 0 1 00 C C'do
~ ..
)1 225.00 410o00 65.3 020 '1 ? 320e45 240o00 66 '
021 T 23 S }62o30 239o92 66op 0 .lQ T 24 S 270o00 270i00 66.3 023 T 25 S 185i00 265ipp 69oi 8> Ol Olg WRg(-5 >09, did~0>>,di~~dt>,d 7
hOOa9 X~y L les'rqgAt ~egg T()
rkt-GPHON6 ~HSrkVMOPS gY W4f 4~ +p~/gb
APPENDIX WJE IV . WJE DISPLACEHENTS DATA START OF SIT, P=OPSIG
Ha r r1 s Nuc 1 ea r F'1 an t WJE Now
/
7902290 Date.'2/21/86 Page 2 Pressure 0.00 T irrre! 15) 29 l 21 A Load Stage OOA DI SF'LACEMENT Chan ~ Label A=imuth Elev. Deflection (Deg.Min (Feet) (Inches) 061 062 WD WD 10 12 166.03 90o05 386 '0 385+08 ooaaa Oiaaa 063 WD 14 lbbi20 350i42 0.000 064 MD 16 90oaa 349oaa Ooaaa 065 MR 18 90eai 308.50 Ooaaa 066 MR 19 ibboaa 320o42 0.000 067 MR, 0 270iaa 320i42 0.000 068 MR 21 90oaa 287i42 Oiaaa 069 WR 22 ibbiaa 287oaa Ooaaa 070 MR 23 83oaa 256(00 Oiaaa 071 WR 24 166+52 '55 58 Ooaaa 072 MR ~5 346+00 256oaa Oiaaa 073 WR 26 90+00 237oaa Oo 000 074 27 166.00 237iaa a,oao 075 076 WR MR WR 28 29 268 '6 346i05 237+42 237oaa 0.000 0.000 077 BR 71 346+01 226oaa 0 ~ 000 078 BR 72 346 iaa 2 1.00 Ooaaa 079 BV 73 345 59
~ 2iboaa Ooaaa 080 BR 74 269i59 226(00 0.000 081 BR 75 270.00 221.00 0.000 082 BV 76 269.59 215o92 Ooaaa 083 BR 77 165o59 226iaa Ooaaa 084 BR 78 165o59 221oaa Ooaaa 085 BV 79 ibboaa 216+00 Ooaaa 086 BR 80 90oaa 226.00 0.000 087 BR 81 90oaa 221+00 Ooaaa 088 BV 82 90iaa 216oaa Q.oaa 089 ER 31 346oaa 319oaa 0.000 090 ER 32 346oaa 310o92 0.000 091 ER 33 319ela 298.00 Ooaaa 092 ER 34 327o24 298.00 Ooaaa 093 ER 35 334o38 297i92 0 ~ 000 094 ER 36 357o28 298+00 0.000 g/~p 9h 095 096 ER ER 37 38 fer2.
rL3%
t~
~i~ 298iaa Oi 000 Ooaaa 097 ER 39 346eaa 285,o42 Ooaaa 098 ER 40 8%46oaa ,276o75 Ooaaa 099 ER 41 346o07 268+25 Ooaaa 100 101 ER MR 30 42 346i08 270oaa 3~1 ~00 284o33 Ooaaa Oiaaa 102 MR 43 270oaa 282i75 Ooaaa 103 MR 44 270)00 282oaa Ooaaa 104 MR 45. 273oab 278o50 Ooaaa 105 MR 46 273e46 278e50 Oiaaa 106 MR 47 270o00 274i92 Oeaaa 107 108 MR MR 48 49 270o00 278i51 274 '2 284e33 Ooaaa Ooaaa 109 MR 50 278i52 282o75 Ooaaa 110 MR 51 278i52 281o92 Ooaaa
Harris Nuclea~ Plant WJE Ho+ 7902290 ~~Cd Datel 02/2]/86 Page 3 Pressure e Oi00 Tirr<e: 15: 29 21 o Load Stage OOA DISPLACEMENT DATA Chan o Label A"imuth Elev. DeE'lection
<Deg.Nin) (Feet> (Inches) 111 NR 52 +?c o'0 2?8o50 0 ~ 000 112 NR 53 275']6 278e50 Oo000 113 NR 54 28]oS8 280i25 0 F000 114 NR 55 283']3 279,25 Oo000 115 NR 56 284+08 278o50 0+000 116 NR 57 278o53 274o92 0.000 117 NFi 58 278o53 274i25 Oi000 118 MR 5 270(00 273o25 Ot000
]19 NR 60 27]i59 27]o25 0+000 120 NR 61 273.36 27]i]6 Oo000 121 NFi 62 270i00 268obb Oi000 1 NR 63 270)00 26?F00 Oo000 123 NR 64 278.53 273o25 Oo000 124 NR 65 +75t]5 27]o]6 Oe000 1 5 NR 66 276.52 2?]i25 Oo000 126 NR 67 280+52 27](25 Oi000
]27 NF~ 68 283+04 27]i25 Oi000 128 NR 69 278i52 26bo92 Oo000
]29 NR 70 278.50 268'?5 Oo000 130 DV Ol ]78(00 440o75 Oe000 131 DV 02 45.00 430+00 Oe000 132 DV 03 225+00 430o00 Oi000 133 DV 04 49o42 4]0i42 Oo000 134 IIV 05 225o00 410+00 0.000 135 WV 06 45o00 375175 0+000 136 WV 07 ]35o09 0.000 137 WV 08 225i01 Oo000 138 WV 09 3]4o57 375 '8 0>000
APPENDIX WJE V. WJE STRAIN GAGE DATA-REBARS START OF SIT, P=OPSIG
Cud E'W '/5 Harris Nuclear F'lant MJE No, 7902290 Date', 02/21/86 Page 4 F'ressure 0.00 Time) 15:29+21 Load Stage OOA STRAIN GAGE DATAENBEDDE D BARS Chan. Label A=imuth Elev. Str ain (Deg.Min) (Feet) (Nic roIn/In) 300 open 0+00 Oo00 Oo 301 EO 117 Oi00 Oo00 Oo 302 EO 119 0+00 Oe00 Oo 303 EO 121 Oo00 Oi00 Oo 304 EO 122 0+00 Oo00 Oo 305 EQ 1.5 Oi00 Oo00 Oo 307 EO 128 Oi00 0.00 0~
308 EO 132 Oi00 Oe00 Oo 309 EO 133 Oo00 0 F 00 Oo 320 EO 134 Oo00 Oi00 Oo 321 EO 138 Oo00 Oi00 0~
322 EO 145 0 o.00 0.00 Oi 323 EO 147 Oe00 Oe00 Oi 324 EO 148 Oo00 Oo00 0 ~
325 EQ 150 Oo00 Oo00 Oi 326 EO 152 Oo00 0 00 F Oo 328 NS 034 0.00 0+00 Oo 329 NS 036 0~00 0.00 Oo 340 NS 039 Oo00 0+00 0+
341 HS 040 0.00 Oo00 Oo 342 NS 044 Oo00 Oo00 Oo 344 NS 048 Oi 00 Oo00 0 ~
345 NS 049 Oi 00 0.00 Oo 346 NS 053 Oe00 Oi00 Oi 347 NS 055 Oi00 Oo00 Oo 348 NS 056 0 F 00 Oi00 Oo 360 NS 058 Oo00 0+00 Oo 361 NS 060 0 00 F Oi00 Oi 362 MS 061 Oi00 Oi00 Oo 363 NS 062 Oo00 Oo00 Oo 364 NS065A Oo00 0+00 Oi 365 NS065B Oo00 Oi00 Oo 366 MS066A Oi00 Oo00 Oi 367 NS066B 0+00 Oi00 Oo
'68 HS 069 Oi00 Oi00 0 ~
369 MS 070 Oo00 Oo00 Oo 380 NS071A 0+00 0+00 0 ~
381 MS071B 0+00 Oo00 Oo 382 NS 072 Oo00 Oi00 Oo 384 NS 073 0+00 0+00 Oo 385 NS 074 Oo00 Oo00 Oo 386 MS 075 Oo00 Oo00 Oo
&v-388 NS 078 Oo00 Oo00 Oo 389 MS 085 Oo00 Oo00 Oo
Har r is Nuc lear Plant LJJE No>> 7902290 Date'2/21/86 Page 5 Pressure 0.00 Load Stage OOA STRAIN GAGE DATA ENBEDDED BAFlS Chan ~ Label A=imuth Elev>> Strain (Deg.Nin) (Feet) (Nic roIn/In )
400 NS 087 0>>00 0>>00 0>>
401 NS 089 0>>00 0>>00 0>>
402 NS 090 0>>00 0>>00 0>>
403 NS 096 0>>00 0.00 0>>
404 NS 098 0>>00 0.00 0>>
405 NS 101 0>>00 o.ao 0>>
406 NS 103 0>>00 0 F 00 0>>
407 NS 106 0>>00 0>>00 0>>
408 SL 107 0>>00 0>>00 0~
409 SI 109 0>>00 0>>00 0>>
411 SL 110. 0>>00 0.00 0>>
420 BS 001 0>>00 o,ao 0>>
421 BS 002 0>>00 0.00 0>>
422 Bs 003 0>>00 0>>00 0>>
423 BS 004 0>>00 0>>00 0>>
BS 005 0.00 0>>00 0>>
425 BS 006 0>>00 0>>00 0>>
426 BS 019 0>>00 0>>00 0>>
427 BS 020 0>>00 0>>00 0>>
428 BS 021 O>>00 0>>00 0>>
429'30 BS 022 0>>00 0>>00 0>>,
BS 024 0>>00 0>>00 0>>
431 BS 025 0>>00 0>>00 0>>
432 BS 026 0>>00 0>>00 0>>
433 BS 027 0>>00 0 F 00 0>>
434 BS 028 0>>00 0>>00 0~
435 BS 029 0>>00 0>>00 0>>
436 BS 030 0.00 0 00 F 0>>
437 EO 111 0>>00 0>>00 0>>
438 EQ 112 0>>00 0>>00 0>>
439 EQ 113 0>>00 0>>00 0>>
440 EO 114 0>>00 0>>00 0>>
441 EQ 115 0>>00 O>>00 0>>
442 EO 116 0>>00 '0>>00 0>>
443 EQ 120 0>>00 0>>00 0>>
444 EO 123 0>>00 0>>00 0~
445 EO 124 0>>00 0 F 00 0~
446 EQ 130 0>>00 0>>00 0>>
447 EO 135 0>>00 0>>00 0>>
448 EQ 136 0>>00 0>>00 0>>
449 EO 139 0>>00 0>>00 0~
450 EO 140 0>>00 0>>00 0 ~
451 EO 141 0>>00 0 F 00 0>>
452 EO 142 0>>00 0>>00 0>>
453 EO 143 0>>00 0>>00. 0>>
454 EO 144 0>>00 0>>00 0>>
455 EO 146 0>>00 0 F 00 0>>
456 EO 149 0.00 0>>00 0>>
457 EO 151 0>>00 0>>00 0>>
458 NS 031 0>>00 0>>00 0>>
Harris Nuclear Plant WJE No. 7902290 Date: 02/21/86 Page 6 Pressure 0.00 Time l 15! 29l21 Load Stage OOA STRAIN GAGE DATA EMBEDDED BARS lU~G& ~
g Chan. Label A=imuth Elev. Strain (Deg. Min ) (Feet) (Mic roIn/In) 459 NS 032 0 F 00 Oi00 0 ~
460 NS 035 Oi00 Oe00 Oi 461 MS 037 0>00 Oo00 0 ~
462 MS 038 Oo00 0+00 Oo 463 MS 042 Oi00 'Oi 00 Oo 464 MS 050 0.00 0.00 0~
465 MS 051 Oi00 Oo00 Oi 466 MS 052 Oo00 Oo00 0~
467 MS 054 Oo00 0+00 Oo 468 MS 063 0+00 Oi00 Oo 469 MS 064 0+00 0.00 0 ~
470 MS 067 Oo00 Oo00 Oo 471 MS 068 0 00 F Oi00 0 ~
472 MS 077 0+00 0 F 00 0.
473 MS 079 0 00 F Oe00 0~
474 NS 088 0 00 F 0.00 Oo 475 MS 092 Oi00 0.00 Oe 476 MS 093 Oi00 0.00 Oo 477 NS 094 0+00 Oi00 Oo 478 MS 095 0.00 Oi00 Oo 479 MS 097 0.00 0+00 0 ~
480 NS 100 Oe00 0.00 Oo 481 MS 105 Oo00 Oi00 Oo 482 SL 081 Oo00 Oi00 Oo 483 SL 082 Oo00 0 F 00 Oo 484 SL 083 Oo00 Oo00 0.
486 SL 108 Oo00 Oi00 Oo STRAIN GAGE DATAROSETTE ELEMENTS Chan ~ Label A=imuth Elev. Stl lln (Deg Min) (Feet) (Mic raIn/In )
(d D]@
~
~
(c,
~ l cl) 140 BS 01A Oo00 Oo00 Oi 141 BS 01B Oo00 Oi00 Oo 142 BS 01C 0 00 F Oi00 0 ~
143 BS 02A 0~00 Oi 00 Oi
~ 144 BS 02B 0+00 0.00 Oo b
gV ))g5. p316 145 146 BS 02C BS 03A Oo00 0.00 Oo00 Oo00 Oi 0 ~
57 ~~ 147 BS 03B Oi00 Oi00 Oo
~~"" 148 BS 03C Oo00 Oo00 Oo a g ~v 149 BS404A Oe00 Oi00 Oo 150 BS404B Oe00 Oo00, Oe 151 BS404C Ot00 Oi00 Oo 152 BS 05A Oi00 Oo00 Oi 153 BS 05B Oo00 Oo00 Oi
APPENDIX WJE VI. WJE DATA SHEETS FOR LINER STRAINS, START OF SIT, P=O
Harris Nuclear Plant MJE No. 7902290 Date: 02/21/86 F'age 6 F'ressure Ti me! 15:29l21 Jlal 0 00 F
STRAIN GAGE DATA ROSETTE EL.EMENTS Chan ~ Label A"imuth Eleve Str 1 in (Deg.Min) (Feet) (Nic r oln/In )
140 BS 01A Oi00 OOOO Oo 141 BS 019 Oi00 Oo00 Oo 142 BS 01C Oo00 Os00 Oo 143 BS 02A 0+00 0+00 144 Oi BS 02B Oi00 Oo00 Oo 145 BS 02C Oi00 146 OOOO Oi BS 03A 0~00 Oi00 Oo 147 RS 03B Oo00 Oo00 Oo 148 BS 03C Oe00 OoOO Os 152 BS 05A Oe00 0 F00 Oo 153 RS 05B Ot00 Go00 Oo
Mar ris Nuclear Plant MJE Now 790229O Date: 02/21/86 Page 7 Pressure Oi 00 Time: 15: 29: 21 Load Stage OOA STRAIN GAGE DATA ROSETTE ELEMENTS Chan ~ Label A=imuth Eleve Str ain (DegiMin) (Feet) (Mic ro ln/In )
154 BS 05C Oo00 0.00 Oi 155 BS Obh Oi00 Oo00 Oe 156 RS 06B 0.00 Oi00 Oo 157 BS 06C Oo00 Oi00 Oi 158 BS 07A Oi00 Oo00 Oo 159 BS 07B Oi00 Oo00 Oo 160 BS 07C Oo00 0.00 Oo 161 BS 08A Oo00 0+00 0 ~
162 BS 08B Oi00 0 00F Oi 163 BS 08C Oi00 Oi00 Oo 164 BS-09A Oo00 Oo00 Oo
.1 66 BS-09C Oo00 ,0.00 Qo 167 BS 10A Oo00 Oi00 Oi 168 BS 10B Oo00 Oi00 0~
169 BS 10C Oi00 0.00 Oo BS? 1 1A Oo00 Oe00 Oe 171 '?11B 0+00 Oo00 Oo 172 BS? 1 0+00 0.00 0~
173 BS? 12A Oo00 Oo 174 BS?12B 0 00 F F00 Oo 175 BS?12C 0+00 0 ~ 000'~ 0 ~
176 BS? 13A 0 00 F 0 00 F
177 BS 13B Oe00 0+00 0 ~
178 BS 13C Oo00 Oo00 Oo r&e-180 BS-14B 0.00 Oo00 0+
181 BS-14C 0+00 Oe00 Oo 182 BS 15A Oi00 Oo00 0~
183 BS 15R Oo00 Oo00 Oo 184 BS 15C 0+00 0>00 Oo 186 187
~ - BS416A BS416B BSC16C
" " OH>~ 0.00 0 00 0.00 Oo00 0 F 60 0
Oo
~
188 SL 17A 269o38 376+25 Oo 189 SL 17B 269o38, 376o25 Oi 190 SL 17C 269i38 376 i 25 Oo 191 SL 18A 770 PP 376+25 Oo 192 SL 18B 27Q 376.25 Oo 193 SL 18C 270o22 376o25 Oe 194 EQ 19A 345o58 318e67 Oi 195 EO 19B 345e58 318o67 Oo 196 EO 19C 345i~8 318+67 Oo 197 EO Oh 345i59 311+42 Oo 198 EO 20B 345i59 31io42 Oo 199 EQ 20C 345o59 311+42 Oo 200 EQ 21A 332.57 312o42 Oi 201
%0 EO 21B 332 '7 332+57 312 '2 Oi P EQ 21C 312o42 Oi 203 EQ 22A 337e48 307+17 Oo
Harris Nuclear Plant WJE No, 790229G Date.'2/21/86 Page 8 Pressure 0.00 Tinge: 15: 29 l 21 Load Stage OOA STRAIN GAGE DATA ROSETTE ELEMENTS Chan. Label A itt<uth Elev ~ Strain (Deg Min)
~ (Feet) ( Mi c r o In/In )
204 EQ 228 337'8 307oi7 Oo 205 EG 22C 337i48 307+17 O~
206 EG 23A 327o44 297o96 Oe 207 EG 238 327)44 297o96 Oo 208 EQ 23C 327(44 297+96 Os 209 EG 24A 333'9 297i96 Oo 210 EQ 248 333 ~ 25'7o96 Oi 211 EO 24C 15'33.19 297+96 Oo
.l 1 '1 EG 25A 333e04 282i95 Oo 213 EO 258 333o04 282o95 Oo 214 EQ 25C 333.04 282i95 Oo 215 EG 26A 337i46 288i64 0+
216 EG 268 337i46 288.64 0~
217 EO'26C 337o46 288)64 0.
218 EQ 27A 346o00 277o79 Oo 219 EG 278 346i00 277e79 Oo g 10 EQ 27C 346i00 277e79 0 ~
EO 28A 346o09 283i63 Oo EO 288 34be09 283o63 Oo EO 28C 346.09 283i63 Oi l .>4 EG 29A 354 i 20 288.63 Oo KP w) ~ EO 298 354o20 288i63 Oo I 16 EG 29C 354.20 288.63 0 ~
0 P7 EO 30A 4.23 298i12 Oo 9'18 EO 308 4e23 298'2 Oo 229 EG 30C 4i23 298o12 0 ~
230 EG 31A 357o43 297i93 Oo 231 EO 318 357o43 297o93 0~
~ 34 EQ 31C 357o43 25'7. 93 Oi 233 EO 32A 354o17 307+04 Oo 234 EO 328 354>17 307i04 Oo 235 EG 32C 354o17 307+04 236 237 NS 52A NS 528 278 '9 278i49 283o70 283i70 Oo Oi 0~
238 MS 52C 278o49 283o70 Oo 239 NS 53A 270o00 283+65 Oo 240 NS 538 270o00 283(65 Oi 241 NS 53C 270o00 283i65 Oe 242 NS 33A 278o31 281o73 Oo 243 MS 338 278i31 281i73 Oo 244 NS 33C 278i31 '28lo73 Oo 245 MS 34A 269o42 28lo69 Oo 246 NS 348 269+42 28lo69 0.
247 NS 34C 269i42 281e69 0~
248 NS 35A 284o21 278o50 Oo 249 NS 358 284o21 278o50 Oi 250 NS 35C 284.21 278o50 Oo 251 MS 36A 281e50 278 i 50 Oo
)5 .l a4a NS 368 281o50 278o50 Oo 253 NS 36C 28le50 278o50 Oo
Harris Nuclear Plant WJE Hoi 7902290 Date: 02/21/86 Page 9 Pressure 0.00
>~e2Z / 5 0 Timel 15:29:21 Load Stage OOA
~
STRAIN GAGE DATA ROSETTE ELEMENTS Chan ~ Label A"imuth Elev. Strain (Deg ~ Nin ) (Feet) (Mic roIn/In )
254 NS 37A 275 t 55 278o27 Oo g C' MS 378 '75 55 278o27 Oi 256 MS 37C g75 55 278(27 Oi 257 MS 38A 274e28 78 50 Oo 8 NS 388 274.28 278o50 Oi 259 MS 38C 274i28 278(50 Oo 260 261 MS MS 39A 398 272 t 55 7'5 278 '9 278)19 Oo Oi MS 39C 272o55 278i19 0 ~
263 NS 40A 278o31 275e00 Oo 264 MS 408 278i31 275.00 Oo 265 MS 40C 278+31 275o00 Oo 266 MS 41A 270.21 275o08 Oo 267 NS 418 270o21 275i08 Oi 268 MS 41C 270o21 275.08 Oo 269 MS 42A 278o49 273(00 Oo 270 NS 428 278o49 273i00 Oo 271 MS 42C 278+49 273+00 0+
)7~) MS 43A 270i00 273i96 Oo 273 MS 438 270.00 273.96 Oo 274 NS 43C 270i00 273o96 0 ~
275 MS 44A 278o49 273.00 Oi 276 MS 448 278o49 273+00 Oo 277 MS 44C 278i49 "273i00 Oi 278 NS 45A 270i00 272o78 Oi 279 NS 458 270.00 272.78 Oo 2SO NS 45C 270.00 272o78 0 ~
281 MS 46A 280(48 270i67 Oo 282 MS 468 280+48 270e67 Oi 283 MS 46C 280i48 270eb7 0~
284 285 MS MS 47A 478
'76 '5 276.55 270+71 270i71 0~
Oe 286 NS 47C '76 55 270+71 Oi 287 NS 48A 274o31 271o25 Oi 288 MS 488 274o31 271.25 Oi 289 NS 48C 274o31 271o25 Oo 290 MS 49A 271e59 270o69 Oo 291 MS 498 271i59 270ib9 Oi MS 49C 271o59 270i69 Oi 293 MS 50A 278o27 268+83 Oe 294 NS 508 278i27 268i83 Oi 295 MS 50C 278o27 268i83 Oi 296 MS 51A 269o40 268o79 Oi 297, NS 51B 269o40 268+79 Oe 29/ MS 51C 269(40 268o79 Oe
Harris Nuclear F'lant Date: 02/21/86 Time>> 15>> 29:21
age 10 4IJE No>> 790229Q F'ressure Load Stage 0.00 OOA Rosette STRAIN ROSETTE REDUCTION Strains Stresses g/g Angle (Micro In. /In.) (psi) (Deg )
Min ~ Max ~ Shear Min ~ Ma". ~ Sh ea r BS 01 0>> 0>> 0>> 0>> , 0>> 0~ 0>>0 BS 0 .I 0>> 0>> 0>> 0>> 0>> 0~ 0' BS 03 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 BS 05 0>> 0>> 0>> 0>> 0. 0>> 0>>0 BS 06 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 BS 07 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 BS 08 0. 0>> 0>> 0>> 0~ 0>> 0.0 09 10 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 0>> 0>> 0>> 0>> 0>> 0>> 0.0 BS'? 12 0>> 0>> 0>> 0>> 0>>0 BS?13 0>> 0>> 0>> 0>> 0>> 0>>0 BS414 0>> 0>> 0>> 0>> 0>> 0>>0 15 0>> 0>> 0>> 0>> 0>> 0>> 0~0 0
SL 17 0>> 0>> 0>> 0>> 0>> 0 ~ 0>>0 SL 18 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ 19 0>> 0>> 0>> 0>> 0>> 0>> 0' EQ '70 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ .T 1 0>> 0~ 0>> 0>> 0>> 0>> 0.0 EQ 0. 0>> 0>> 0>> 0>> 0>> 0 '
EQ 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ o4 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ +C 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ'6 0>> 0>> 0>> 0>> . 0>> 0>> 0.0 EQ 27 0>> 0>> 0>> 0~ 0>> 0~ 0>>0
.>8 0>> 0>> ,0>> 0>> 0>> 0>> 0>>0
.T 9 0>> 0>> 0>> 0>> 0>> 0~ 0.0 EQ 30 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ 31 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 EQ 3 .l 0>> 0>> 0>> 0>> 0>> 0>> 0.0 MS C'
0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 53 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 33 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 34 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 35 0>> 0>> 0>> 0>> 0>> 0~ 0>>0 MS 36 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 37 0>> 0>> 0>> 0>> 0>> 0>> 0~0 MS
'8 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 39 0>> 0>> 0>>, 0>> 0>> 0>> 0>>0 MS 40 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 41 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 42 0>> 0>> 0~ 0>> 0>> 0>> 0~0 0>> 0>> 0>> 0>> 0~ 0>> 0>>0 0>> 0>> 0>> 0>> 0>> 0~ 0>>0 MS 45 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 46 0>> 0>> 0>> 0>> 0>> 0>> 0.0 MS 47 0~ 0>> 0>> 0>> 0>> 0>> 0.0 MS 48 0>> 0>> 0~ 0~ 0>> 0>> 0>>0 MS 49 0>> 0>> 0>> 0~ 0>> 0>> 0>>0 MS 50 0>> 0>> 0>> 0>> 0>> 0>> 0>>0 MS 51 0>> 0>> 0>> 0>> 0>> 0>> 0'
APPENDIX WJE VII. WJE DATA SHEETS FOR CB DISPLACWENTS AT P=51.8
Harris Nuclear Plant MJE Now 7902290 Date: 02/22/86 F'ag e 2 Pressure 51. 80 Time: 20:07l37 DISPLACEMENT,DATA
~
Load Stage ibh iig a Chan ~ Label h=imuth (Deg ~ Min)
Elev.
(Feet)
Deflection
( Inches) 061 WD 10 166.03 386i50 Oo247 062 WD 12 90+05 385>08 0 P'13 063 MD 14 lbbe20 350i42 0.345 064 MD 16 90opp 349opp 0>380 065 MR 18 90ipi 308o50 0)451 066 WR 19 166.00 320o42 0.562 067 MR 20 270opp 320e42 Oe379 068 MR 21 90ipp 287>42 0>449 069 WR 22 ibbepp 287opp Oo506 070 WR 23 83opp 255(00 Oo468 071 WR 24., 166 5. Oo405 072 WR 25 346.00 256opp 0(270 073 WR 26 90opp 237)00 0.348 074 WR 27 ibbipp 237.00 0)275 075 WR 28 268.56 237+42 Oo265 076 MR 29 346o05 237ipp Oo209 077 BR 71 346ipi 22bopp 0i053 078 BR 72 346opp 221+00 Oo025 079 BV 73 345i59 216+00 0>004 080 RR 74 269+59 ~ .6.00 0.057 081 BR 75 270epp 22iipp 0.056 082 RV 76 269i59 ~15(9~ 0>002 083 BR 77 165e59 226ipp 0.122 084 BR 78 165.59 221>00 0.022 085 BV 79 ihbipp 216ipp Oo002 086 BR 80 90ipp 226opp 0 i 043 087 BR 81 90opp 221+00 Oo015 088 BV 82 90ipp 216epp Oo003 089 ER 31 346o00. 319ipp Oo179 090 ER 32 346.00 310i92 Ooi63 091 ER 33 319oip 298opp Oo512 092 ER 34 327.24 298opp 0,407 093 ER 35 334o38 297e92 Oe306 094 ER 36 357.28 298(00 Oo306 095 ER 37 +)W 298ipp Oo372 096 ER 38 I 2i~ 0 515 ER 39 346ipp 285(42 0.113 r~~<~a, y/z~/+ pc<,gg<~c-
~ 097 098 099 ER 40 ER 41 S 446,00 346i07 276iit5 268i25 Oi 213 pi 127 100 ER 30 34bo08 S& 4Rnpp 0.216 e
101 NR 42 270epp 284o33 Oi 166 102 NR 43 70,00 282s75 Ooibi 103 MR 44 270o00 282(00 Oo157 104 NR 45 273opb 278e50 0.163 105 NR 46 273o46 278 50 Oiiip 106 NR 47 270ipp 274i92 Oo148 107 NR 48 270+00 274i92 Oii57 108 MR 49 278e51 284i33 0>174 109 NR 50 278)52 282o75 Oo216 110 NR 51 278 i 52 281o92 Oo215
Harris Nuclear Plant WJE No+ 7902290 Date: 02/22/86 Page 3 Pressur e 51. 80 Time: 20l07l37 Load Stage Chan ~ Label DISPLACEMENT DATA
=imuth Elev.
16A Deflection lvZt ~
(Deg.Min) (Feet) (Inches) 111 HR 275 o 50 278.50 Oi }60 1}2 HR 53 275>}6 278)50 Oi }75 113 HR 54 281+38 280(25 Oi21 8 114 HF 55 283'}3 279i25 Oo24}
115 HR C'
284.08 278e50 pi 233 116 NR 57 278(53 274 i 92 Oo }93 117 HF 58 278o53 .74 25 Oo}96 118 NR 59 270o00 0.156 119 HR 60 27}i59 27}o25 0+165 f '10 NR 61 273e36 27}ifb Oi}52 121 HR 270ipp 268ibb Oo}4}
f22 NR 63 270i00 267.00 0.166 123 HR 64 278)53 273e25 Oe}24 1 .)4 NR 65 75 15 27}ofb Oe088 125 HR 66 76 5. 27}o25 Ot155 126 1 .l7 MR 67 HR 68
~80 5~
283(04 271 '5 27}i25 Oe2}5 0 p~)5 128 HR 69 278i52 266)92 0.207 129 HR 70 278i50 ~68 7~ Oi}73 130 DV 01 }78opp 440o75 0.266 131 DV 02 45+00 430opp Oo362 f 3".l DU'3 ~~5 00 430ipp Oo407 133 DV 04 49e42 4}0o42 Oi400 134 DV 05 225ipp 4}pepp Oo388 135 136 WV WV 06 07 45+00
}35o09 375 '5 Oo268 Oo305 137 WV 08 225ep} 375 '5 0.285 138 WV 09 314e57 375o58 0+244
APPENDIX WJE VIII. WJE DATA SHEETS FOR REBAR STRAIN AT P~51.8
MWZzzZ Harris Nuclear F'lant WJE No) 7902290 Date; 02/22/86 F'ag e 4 F'r essure 51 80 ~
Time: 20l07,'37 Load Stage 16A STRAIN GAGE DATA EMBEDDED BAFlS Chani Label A=imuth Elev. Strain (Deg.Min) (Feet) (Mic roIn/In )
300 open 0+00 Oi 00 0 ~
301 EQ 117 Oo00 Oo00 503'26.
302 EO 119 0+00 Oi00 303 EQ 121 Oo00 0+00 96'7 304 EO 122 Oo00 Oi00 t 305 EA 125 0.00 Oo00 22'9 ~
307 EQ 128 Oo00 0.00 48'9o 308 EQ 132 Oi00 0+00 309 FA 133 Oi00 0 00F 186.
320 EO 134 Oo 00 Oo00 280m 321 EA 138 Oi00 Oo00 82 EO 145 0+00 Oo00 323
'49'8.
EA 147 Oo00 0>00 324 EO 148 Oo00 Oo00 248m 325 EQ 150 Oo00 0+00 100 i 326 EO 152 Oo00 0.00 238 t A
328
'1
~ c&
NS 034 0.00 Oi00 354<
329 NS 036 0+00 Oo00 -1~4 340 MS 039 Oo00 Oo00 169l 341 MS 040 0 F 00 Oo00 165'66m 342 NS 044 Oi00 0 00 F
344 NS 048 0+00 0.00 C'16.
345 NS 049 0+00 Oo00 226.
346 NS 053 0.00 Oo00 6 .)9 347 MS 055 Oo00 Oi00 531.
348 NS 056 0+00 Oi00 360 NS 058 Oo00 0+00 128i 361 MS 060 Oo00 Oi00 75'8 362 NS 061 Oi00 0.00 ~
363 MS 062 Oi00 Oi00 80m 364 MS065A Oi00 Oo00 160'46.
365 MS065B 0.00 Oo00 366 MS066A Oi00 Oi00 367 MS066B Oo00 Oi00 368 MS 069 0+00 Oo00 253'37'54'36'9 369 MS 070 0+00 Oi00 380 NS071A Oi00 0 F 00 381 MS071B Oi00 Oo00 382 NS 072 Oo00 0+00 '6'58'16m 384 NS 073 Oo00 0+00 385 NS 074 Oo00 Oi00 386 NS 075 Oo00 Oo00 158+
388 NS 078 Oo00 Oo00 658m 389 NS 085 Oo00 Oi00 59'
Harris Nuclear Plant WJE No. 7902290 Pressure 51.80 Datel 02/22/86 Page 5 Time: 20 l 07 l 37 Load Stage 16A STRAIN GAGE DATAENBEDDED BARS Chan Label *=imuth Elev. Strain,.
(Nic ro ln/In )
~
(Deg Nin)
~ (Feet) 400 087 0+00 Oopp 401 NS 089 Oopp 0+00 64'l 402 NS 0'90 Oopp 0.00 403 NS 096 0+00 pipp -49 o 404 NS 098 Oe00 Oopp -1o 405 NS 101 Oopp Oopp -60'5m 406 NS 103 Oopp Oipp 407 NS 106 Oepp Oopp -97'249.
408 SL 107 0+00 Oopp 409 SL 109 Oopp Oepp 411 SL 110 Oipp Oipp 476'160'47) 420 BS 001 Oopp Oo00 421 BS 002 0+00 Oopp 233'l 7
BS 003 Oopp Oipp 423 BS 004 Oopp Oipp -~7i 424 BS 005 Olpp Oopp 4 5 BS 006 Oipp Oopp -96'93'l3 426 BS 019 Oipp Oopp 427 BS 020 Oopp Oopp -pi 428 BS 021 Oopp Oipp -13.
429 BS P.ll Oopp Oopp 8 ~
430 BS 024 0+00 Oopp -9 ~
431 BS 025 Oopp Oopp 146'41.
432 BS 026 Oopp Oipp 433 BS 027 Oopp Oopp -ie 434 'S 028 popp Oipp
-102m 57t 435 BS 029 0+00 0+00 436 BS 030 0+00 Oopp 105'11 437 EO 111 Oopp 0 F 00 438 EO 112 Oipp Oopp '77 439 EO 113 Oipp Oopp '68.
440 EG 114 Oopp Oopp 506m 441 EO 115 Oopp Oipp 194.
442 EO 116 Oipp Oopp 443 EG 120 Oepp Oipp 94'51'51) 444 EA 123 Oipp Oopp 445 EO 124 Oopp Oopp 446 EQ 130 Oipp Oepp 447 EO 135 Oipp Qipp 195'21'48'03'5'89m 448 EO 136 Oopp Oopp 449 EO 139 Oopp Oipp 450 EA 140 Oopp Oipp 451 EO 141 Oopp Oipp 198'43m 452 EO 142 Oopp Oipp 453 EQ 143 Oopp 0+00 454 EA 144 0+00 Olpp 455 EQ 146 0+00 0 F 00 154'09'82'83'0'11.
456 EA 149 Oopp Oipp 457 EO 151 Oopp 0+00 458 NS 031 Oopp Oopp
Harris Nuclear Plant MJE No+ 7902290 Datel 02/22/86 Page Pressure 51. 80 Time: 20:07,:37 Load Stage 16A STRAIN GAGE DATA EMBEDDED BARS Chan ~ Label A=imuth Elev. Strain (Deg.Hin) <Feet) (MicroIn/In) 459 HS 032 Oo00 Oo00 424 ~
460 HS 035 Oe00 Oi00 1 ~
461 MS 037 Oe00 Oe00 117+
462 HS 038 Oe00 Oo00 463 MS 042 Oo00 Oo00 120'50'0m 464 MS 050 Oo00 Oe00 465 MS 051 0+00 0+00 117'64m 466 NS 052 0+00 Oo00 467 MS 054 Oo00 Oo00 219+
468 MS 063 0+00 Oo00 -19'6+
469 MS 064 Oo00 Oi00 470 MS 067 Oo00 Oi00 -159'16.
471 NS 068 Oo00 Oi00 472 NS 077 Oo00 Qe00 473 MS 079 Oo00 Oi00 244.
474 MS 088 Oo00 Oi00 7t 475 NS 092 Oo00 Oo00 8~a 476 HS 093 Oi00 Oi00 73o 477 MS 094 0 F 00 Oo00 7~a 478 NS 095 Oi00 0.00 61' 479 NS 09? Oo00 0+00 480 NS 100 0.00 Oo00 -10+
481 NS 105 Oo00 Oi00 '26 o 482 SL 081 Oo00 0.00 215'88 483 SL 082 Oo00 0+00 484 Sl 083 0.00 Oi00
'10'95m SL 108 Oi00 Oi00 STRAIN GAGE DATA ROSETTE ELEMENTS Chan+ Label h=imuth Elev. Strain coP) ~ ~dH (Deg.Nin) (Feet) (Mic roIn/In )
140 BS Oih Oo00 Oo00 53 ~
141 018 Oi00 Oo00 -189+
'k-v 142 BS BS 01C Oo00 0 F 00 -321m
< 143 BS .02A Oo00 Oo00 119m 144 BS 02B Oo00 0+00 145 BS 02C Oo00 Oo00 -148'303'~0 146 BS 03A 0+00 Oi00 ~
147 BS 038 Oi00 0+00
,~g gp fP
-122'6 148 BS 03C Oo00 Oo00 ~
14 0 00 0 00 -SORY y (PHrl ~ 150 151 152 153 BS404B BS404C BS 05h BS 05B 0+00 0+00 Qo00 F00 0~00 Oi00 Oi00
-1.0o 84'751 i
APPENDIX WJE IX. WJE DATA SHEETS FOR LINER STRAINS, P~51.8PSIG
Harr is Nuclear Plant WJE No. 7902290 Date: 02/22/86 F'ag e 6 Pressure 51,80 Tir{e: 20>>07:37 Load Stage 16A STRAIN GAGE DATA ROSETTE ELEHENTS Chan ~ Label A=.i muth Elev>> Strain (Beg>> Min ) (Feet) ( Ni c r o In/In )
140 BS 01* 0>>00 0>>00 53>>
141 BS 018 0>>00 0>>00 -189>>
142 BS 01C 0>>00 0>>00 -321>>
143 BS 02A 0>>00 0>>00 119>>
144 BS 02B 0>>00 0>>00 -148>>
145 BS 02C 0>>00 0>>90 -303>>
146 BS 03A 0 00 F 0>>00 120>>
147 BS 038 0>>00 0>>00 ]
148 BS 03C 0>>00 0>>00 -63 ~
0>> 00 0>>00 -80>>
150 0>>00 -1~0>>
152 BS 05A 0>>00 0>>00 84>>
153 BS 05B 0>>00 0>>00 -751>>
Harris Nucleat Plant 4lJE Ho. 7902290 Date: 02/22/86 Page 7 Pressure Load Stage STRAIN GAGE DATA ROSETTE ELEMENTS 51 80 ~
16A (Al/$ ~ /5 ~
Chan i Label A-imuth Elev. Strain (Beg.Nin) (Feet) (Mi c koln/In )
154 BS 05C oooo Oooo -1513e 155 BS 06A Oooo oooo 39'86i 156 BS 068 Oooo oooo 157 BS 06C 0+00 Oiop 96bi 158 BS 07A 0+00 Oooo lb .l ~
159 BS 078 Oooo Oooo 1092 ~
160 BS 07C 0+00 Oiop 1 cob i 161 BS Oe* Oooo Oi 00 44'7t 162 BS 088 Oooo Oooo 163 BS 08C Oooo Oo 00 ~ C.
164 BS-09* Oooo pi 00 7t ibb BS-09C Oooo Oooo -235.
167 BS 10A Oooo oioo -91+
168 BS 108 Oopp Oooo -366.
169 BS 10C Oooo Oopp -415'4o BS? 1 lA Oooo Oooo 171 172
~fB BS?11 0.00 Oooo Oi 00
-4 7 0 Oooo ~
173 BS? 12A Oo Oooo f,7 174 BS?128 Oooo 0 -13oo 175 BS?12C Oo 00 Oooo 77 t 176 0+00 177 BS 138 Oooo Oooo -5~7'94~
178 BS 13C Oo 00 Oooo I
180 BS-148 0 ~ 00 Oooo 1230o 181 BS-14C Oooo Oooo -2508'3+
182 BS 15* Oooo Oooo 183 BS 158 Oooo Oooo 779.
184 BS 15C O,OO 0.00 1863.
-- BS4 Oipp Oooo 99999.
186 BSl f 68 Oooo 99999i 187 BS416C Oipo 0+00 188 SL 17A 269 i 38 376.25 -363.
189 SL 178 269i38 37bi25 255t 190 SL 17C 269i38 376o25 -179i 191 SL 18A 270i22 37bi25 -40fo 1'92 SL 188 270o22 376i25 -281'192i 193 SL 18C 970 376e25 194 EQ 19A 345i58 318o67 195 EQ 198 318ob7 -736'690'114i 196 EQ 19C 345 i 58 318o67 197 EO 20A 3ffo42 -58ii 198 EQ 20R 345e59 31fo42 -35~a 199 EQ 20C 345e59 3ffo42 -ebi 200 201 EQ EO 2fA 21R 332 332
'7
'7 312~42 312o42
-453'331 202 EQ 21C 332+57 312e42 -58'65 203 EQ 22A 337i48 307+17
Harris Nuclear F'lant WJE No. 7902290 Date: 02/22/86 F'ag e 8 F'ressure 51.80 Tinie: 20:07:37 Load Stage 16A Chan ~
STRAIN GAGE Label D*TAROSETTE A"imuth Elev>>
(Feet)
ELEMENTS gp~g ~
St~ain (MicroIn/In)
~/~~
(Deg.Min )
204 EQ 22R 337.48 307.17 -421>>
205 EQ 22C 337>>48 307>>17 39>>
206 EQ 23A 327>>44 297>>96 -168.
207 EO 238 327>>44 297>>96 -168>>
208 EQ 23C 327.44 297>>96 -2~6>>
209 EO 24A 333>>19 297>>96 -16>>
210 EA 248 333>> 19 297>>96 90>>
211 EQ 24C 333>> 19 297>>96 128>>
'7f '1 EQ 25A 333>>04 282>>95 499>>
213 EQ 258 333>>04 282>>95 269>>
214 EQ 25C 333>>04 282.95 68.
215 EO 26A 337>>46 288>>64 -49>>
216 EA 268 337>>46 288.64 230>>
217 EO 26C 337>>46 288>>64 662>>
218 EO 27A 346>>00 277>>79 ~
+9 219 EO 27R 346>>00 277>>79 339>>
) lP EO 27C 346>>00 277>>79 ,)7 P ~
.l .l f EO 28A 346>>09 283>>63 619>>
2w EQ. 288 346>>09 283.63 420.
9 .)3 EO 28C 346>>09 283.63 ,.) .) 4 1 p4 EQ 29A 354>>20 288>>63 637>>
6
~ 4.)5 EO 298 354>>20 288>>63 508>>
226 EQ 29C 354>>20 288>>63 -117>>
.l .)7 EO 30A 4>>23 298>>12 268>>
)'78 EQ 30R 4>>23 298.12 126>>
l'79 EO 30C 4>>23 298>>12 3 ~
230 EQ 3ih 357>>43 297>>93 -6>>
231 EO 318 357>>43 297>>93 83>>
93'1 EQ 31C 357>>43 297.93 159>>
233 EO 32A 354>>17 307>>04 739>>
234 EO 328 354>>17 307>>04 210>>
235 EO 32C 354>>17 307>>04 55>>
236 NS 52A 278>>49 283>>70 411>>
237 MS 528 278>>49 283>>70 325>>
238 NS 5 C 278>>49 283>>70 177>>
239 MS 53A 270>>00 283>>65 382>>
240 MS 538 270>>00 283>>65 269>>
241 MS 53C 270>>00 283>>65 135>>
24 P NS 33A 278>>31 281>>73 237>>
243 MS 338 278>>31 281>>73 370>>
244 NS 33C 278>>31 281>>73 681>>
245 MS 34A 269>>42 281>>69 123>>
246 MS 348 269>>42 281>>69 138>>
247 MS 34C 269>>42 281>>69 410, 284>>21 278>>50 Q0'7 248 NS 35A 249 MS 358 284>>21 278>>50 ~~8>>
250 MS 35C 284>>21 278>>50 177>>
251 MS 36A 281>>50 78 JO 597>>
NS 368 281>>50 278>>50 620>>
253 MS 36C 281>>50 278>>50 196 ~
Harr is Nuclear F'lant Date: 02/22/86 Tia<e>> 20:07:37 STRAIN GAGE DATA F'age MJE No.
F'ressure L'ooa S>>,>>
ROSETTE El EMENTS 7902290 51.80 ice ~Z ~ 4>- ~
Chan ~ Label A" imuth Elev>> Strain (Deg.Nin ) (Feet) ( Mi c ro In/In )
o 254 MS 37A 275 ~ 55 278.27 520.
g>>>> NS 378 275>> 55 278.27 469.
256 NS 37C 275>> 55 278>>27 43>>
257 NS 38A 274>>28 278>>50 125>>
58 MS 388 274.28 78 ~0 513>>
259 NS 38C 274>>28 278>>50 734>>
260 NS 39A 272>>55 278.19 5&0>>
261 NS 398 7 55 278>>19 223>>
262 MS 39C 272>>55 278>>19 12>>
263 NS 40A 278.31 275.00 140>>
264 MS 408 278>>31 275>>00 394>>
265 NS 40C 278>>31 275>>00 383 '
266 NS 41A 270>>21 275>>08 P 267 NS 418 270>>21 75 08 264>>
268 NS 41C 270>>21 275.08 479>>
269 NS 4?A 278>>49 273>>00 117.
270 NS 428 278>>49 273.00 219.
271 MS 42C 278>>49 273.00 338>>
272 MS 43A 270>>00 273.96 176>>
273 NS 438 270>>00 273>>96 253.
274 NS 43C 270.00 273.96 271.
275 NS 44A 278>>49 273>>00 94>>
276 HS 448 278>>49 273.00 186.
277 NS 44C 278>>49 273>>00 187>>
278 MS 45A 270.00 272>>78 187>>
279 MS 458 270>>00 272>>78 264 280 NS 45C 270.00 272.78 4>>
281 NS 46A 280>>48 270>>67 510.
282 NS 468 280>>48 270.67. 416>>
283 NS 46C 280>>48 270>>67 143.
284 MS 47A 276>>55 270>>71 420>>
85 NS 478 276>>55 270>>71 291>>
286 MS 47C 276>>55 270>>71 145>>
287 MS 48A 274>>31 271.25 610.
288 MS 488 274>>31 271>>25 438.
289 MS 48C 274>>31 271>>25 298>>.
290 NS 49A 271>>59 270>>69 440>>
291
'19 NS 498 7] 59 270>>69 340>>
MS 49C .71 59 270>>69 183>>
293 NS 50A 278>>27 268>>83 15]>>
294 NS 508 278>>27 26S>>83 360>>
2'95 MS 50C 278>>27 268>>83 343.
296 NS 51A 269>>40 26S>>79 1 P.>> ~
297 NS 518 269>>40 268.79 299>>
298 HS 51C 269>>40 268>>79 321>>
w~E zc ~I5 Har ris Nuclear Plant MJE No>> 790229G Datel 02/22/86 Page 10 Pressure 51.80 TXITle>> 20>>07>>37 Load Stage lbh STRAIN ROSETTE REDUCTION Rosette Strains Stresses Angle (Hic ro In ~ /In ~ ) (psi) (Deg )
H~n ~ Hai: ~ Shear Min ~ Ha:~ ~ Sh ea r BS 01 -329>> 61>> 195 -9903>> -121,1'346>> -F 1 BS 02 -311>> 127. 219 -8690>> 1067. 4879>> -7>>4 BS 03 -148>> 205. 177 -2747>> 5134. 3941. -~9>>4 4 ~ 4 BS 05 -1514>> 85. 799. -47438>> -11779>> 17829>> -1>>3 BS 06 39. 966>> 464>> 10472>> 31160. 10344>> 1.0 A A BS 08 15 ~ 54. Ap 994>> 1875>> 441>> -30.8 BS-09 -413>> 185>> 299>> -11390>> 1950>> 6670. -33>>0 BS jp -451. 55>> 198>> -14888. -6070>> 44a9, -17.4, BS'712 47>> 91 -3877. 193>> 2035. -34.5 BS713 -964>> 3a' '>0>>
-33833>> 19541. 7146, 10.7 BStl4 -21145, 99999 99999>> 99999. -21.4 BS 15 -0>> '877.
939>> 17940>> 937>> 4 '
BS416 0 99999 9 SL 17 -365. -177>> 94>> -13313. -9140 ..a87, -4>>9 SL 18 -402. -191>> 105>> -14637>> '9934>>
~35~>> -4>>~
EO 1Y "-834 . -16>> 409. -26722>> -8483. '9120. ".)
p EG 20 -58"' -85>> 248. -19362>> -8283. 5539>> 2.1 EG 21 -468>> -43>> .) 1Q -15318>> -5849>> 4734. 10.7 EO ~)A k
.) -670>> 57>> 364>> -20813. -4587. 8113>> '9>>2 EG .)3 -~38 156>> 41. -9079>> - J251>> 914. 22.5 EG 135. 80>> gJA'.. J'
~ 4080>> 1779>> -12>>7 EO h'J t7 )
67. 500>> 216>> 6918. 16567>> 4825>> -1.9 EO )6 4
671. 364>> 4581>> 20821>> $ 120. 6>>l EO 2 7 ,<<8>> 543. 143>> 13425>> 19788>> 3181>> 9 EG .) 8 224. 619. 197>> 13060. 21868>> 4404>> .)
EG o9 -191>>
-3 711. 451. 714. 20845>> 10065. lb.7 EG 3a ~ 268. 135. 2462>> 8504>> 3021. -1>>4 EO 31 -6>> 160. 83>> 1335>> 5030 1848>>
EG -76. 760>> 418>> 4829>> 23488. 9330>> -9 '
HS ~ I) k 173>> 416. 121.
bate 9476>> 14893. 7a8. 7>>h HS 53 135>> 382. 124>> 794$ >> 13460. 2756. .)
HS 33 .a, 698. 239>> 13669. 24336. 5334>> 10. '9 MS 34 74>> 458. 192>> 6737>> 15312>> 4287. 20>>9 HS 35 149>> 230>> 6939 8750. 906>> 36.0 MS 36 96>> 697. 300>> '728>>
23118>> 6695>> 24>>3 MS 37 21>> 585. 303. 4917. 18448. 6766>> 19.1 HS 38 113>> 745 316. 10734>> 24827>> 7046>> 7>>7 MS 39 5>> '57>>
276. 5496. 17789. 6147>> -6.1 NS 40 8 .) '442>> 180>> 6835. 14855. 4010. -23.7 MS 41 91 ' 480>> 195>> 7478. 16170. 4346>> 3>>w NS 4 .) 17>> 338>> 111, 6951>> 11896>> 2473. 1 HS 167>> 280. 56. 8011. la517, 1253>> -15.8 NS 44 75>> 206>> 66. 4361>> 7286>> 1463>>
HS 146>> 267. 71'94 ~ 9892>> 1349. -35.9 HS 46 122. 531>> 204>> 8968>> 18082. 4557>> 13.0 NS 47 145>> 420. 138>> 8629>> 14779>> 3075>> l>>7 48 bil>> 157>> 15299>> 22309. 3505>> -"'>> 8 179>> 132. 9960. 15850. 2945>> 6>>2 50 98>> 395. 6908. 13542. 3317>> -~4>>9 51 95. 348. 127. 6341>> 11987. 2823. -19 '
~
APPENDIX WJE X. WJE DATA SHEET FOR CONCRETE AND LINER TEMPERATURE AT END OF SIT, P~OPSIG (AND AIR TEMPERATURE LOWER SPACES OUTSIDE CONTAINMENT)
Hair is Nuclear F'lant MJE Ho>> 790229A Date: 02/27/86 Page F'ressure 0.00 Time: 09>> 11 t46 Load Stage 58A M~~ x
)( !I TENPERATUF>>E DATA Chan>> Label A= imuth Elev>> Temper atur e (Deg ~ Min) (Feet) (Deg ~ F.)
000 . T 01 L 90 00 F
001 002 T 03 0 006 T 07 L 270 00 F 7>> 63 '
007 T 08 I 270 00 F 227.00 62 6 F
0 6AM 10 4 ~ 0 010 T 11 3>>9 T 14 346.00 268>>00 67.4 013 T 15 X 346 00 F 328.00 62 6 F
014 T 16 0 346>>00 328.00 51>>7 015 T 18 346>>00 376.00 46>>1 225 00 F 410.00 53>>7 020 021 T ~2 S T 23 S 320 '5 162>>30 240>>00 239>>92 63>>9 64 5 pg) T 24 S 270>>00 270>>00 61>>5 023 T 25 S 185.00 265>>00 66>>5 AiQ~t>IP 0F Bh3C,L456t) Sp~ p,gggL)g Q$ Q~,
APPENDIX WJE XI. WJE DATA SHEETS FOR CB DISPLACEMENTS AT END OF SIT, P=OPSIG
Harris Nuclear F'lant WJE No, 790= .90 Date: 02/27/86 F'ug e 2 F'ressure 0.00 TirTie+ 09 o 11 o 46 Chan i Label DISF LACEMENT DATA AZiIll>lth Elev ~
~gE ~
Load Stage Def lection 58A 1/~
(Deg Min)
~ (Feet) ( Inches) 061 WD 10 166.03 386'0 Oi025 062 MD 12 90o05 385o08 Oo008 063 WD 14 lbbo20 350e42 Oo035 054 MD 16 90ooo 349.00 0(045 065 WR 18 90o01 308o50 0 '35 056 WR 19 165ooo 320i42 Oe079 067 WR 20 270ioo 320e42 0'065 068 MR 1 90>00 287.42 0 094
~
069 MR 22 '166+00 287ooo 0.101 070 MR 83ooo 256.00 0 '04 071 WR 24 ibbi52 55 58 0.082 072 MR gc 346.00 ~5 00 0 '64 073 WR 26 90ooo 237(00 0.067 074 WR 27 166.00 237ooo Qo058 075 MR 28 268.56 237.42 0.072 075 MR 29 346e05 237.00 0.053 077 BR 71 346iol 226ioo 0 '34 078 BR 72 346ioo 22lioo O.n 4 079 BV 73 345 59 216ooo Ooooi 080 081 BR 74 BR 75 269
~
270ooo
'9 226ooo 221.00 0.008
'0.003 082 BV,76 269.59 ~15 9~ 0.000 083 BR 77 165o59 226.00 Oo023
( 084 085 086 BR BU BR 78 79 80 165o59 ibbioo 90ooo 22looo 215+00 226 00=
~
Oo007
-0 '02 0.012 087 BR 81 90ooo 221eoo -Oo003 088 BV S2 90ooo 216ooo -Ooool 089 ER 31 346+00 319ooo Oe023 090 ER 32 345ooo 310i92 0.028 091 ER 33 319eio 298eoo Ooi13 092 ER 34 327i24 298)00 0.068 093 ER 35 334.38 297+92 0.050 094 ER 36 357.28 298ooo Oo049 095 ER 37 ~l+~~,4 + 298ooo Oo069 096 ER 38 Os083
~ii~y~q p~ ~gP ~098 097 099 ER ER ER 39 40 41 34bioo s $ 45.00 346i07 285+42 276o75 268+25 Oe045 Oi 112 0(042 100 ER 30 346o08 s~C~~ oo 0)023 101 MR 42 270eoo 284i33 0.041 102 MR 43 270i00 ~8~+75 Oo032 103 MR 44 270eoo 282ooo 0.037 104 MR 45 273.06 278o50 0.035 105 MR 45 273o46 278o50 Oo036 106 MR 47 270+00 274o92 0.030 107 MR 48 270ooo 274)92 Oo031 108 MR 49 278i51 284+33 0 '09 109 MR 50 278o52 282o75 0.050 110 MR 51 278o52 281)92 Oo042
Harris Nuclear F'lant No. 7902290
~
LJJE Date<< 02/27/86 Pnge 3 Pressure 0<<00 Time<<09<<11<<46 Lond Stage 58A WS~ ~/0, ~
DI SF'LACENENT DATA Chan ~ Label A= imuth Elev<< Deflection (Deg.Nin) (Feet) (?nches) 111 NR 52 275<<50 278.50 O<<034 112 NR 53 275<<16 278<<50 0<<037 113 NR 54 281.38 280<<25 0<<054 114 NR 55 283<<13 279<<25 0.050 115 NR 56 284.08 278<<50 0<<061 116 NR 57 278<<53 274<<92 0<<044 117 NR 5S 278<<53 74 ' 0.050 118 NR 59 270<<00 273<<25 0<<028 119 NR 60 271<<59 271<<25 0<<033 120 NR 61 273<<36 271<<16 0<<035 121 NR 62 270.00 268.66 0 030 122 NR 63 270<<00 267<<00 0<<034 123 NR 64 278<<53 273<<25 0<<027 124 NR 65 275 <<15 271.16 0<<021 125 NR 66 276<<52 271.25 0<<038 126 NR 67 280<<52 271<<25 0<<043 127 NR 6S 283<<04 271<<25 0<<053 128 NR 69 278<<52 266<<92 0<<048 129 NR 70 278<<50 268,75 0<<036 130 DV 01 178.OO 440<<75 -0<<091 131 DV 02 45 00 F 430<<00 -0.057 132 DV 03 225<<00 430<<00 -0<<044 133 DV 04 49<<42 410<<42 -0.039 134 DV 05 225.00 410<<00 -0.026 135 MV 06 45<<00 375<<75 p p .<<'7 136 MV 07 135.09 -0<<019 137 MV 08 225.01 375<<75 -0<<026 138 MV 09 '314.57 375<<58 -0<<025
APPENDIX WJE XII. WJE DATA SHEETS FOR REBAR STRAINS AT END OF SIT, P=OPSIG
Hart is Nul:lear Plant MJE No. 790229Q Dat,e: 02/27/86 Page 4 Pressure 0 F 00 Time: 09: 11 l 46 Load Stage 58*
STRAIN GAGE DATA EHBEDDED BARS ural'2Z 3 Chan ~ Label A-imuth Elev. Strain (Deg Min)
~ (Feet) (Mic t'oIn/In )
300 open Oo00 OoOO 0~
301 EQ 117 Oooo Oooo 1?6o 302 EO 119 O.OO O,OO 97 303 EO 121 Oooo Oooo '36+
304 EQ 122 Oooo Oooo -33m 305 EA 125 O.no Oooo 24'07 EQ 128 Oooo Ooon -8 ~
308 EQ 132 Oo00 OoOO -16o 309 EO 133 Oooo oooo 23 320 EQ 134 Oooo Oooo '6.
321 EO 138 Oioo oooo -1 EQ 145 Wooo 0.00 54.
323 EA 147 0.00 0.00 -41>
324 EQ 148 Oioo 0 F 00 15.
325 EA 150 Oooo oooo 13>
326 En 15 Oi00 0+00 43'28 NS 034 Oooo 0.00 28.
329 HS 036 Oo00 Oooo -558+
340 HS 039 0+00 Oooo .19 341 HS 040 0.00 0.00 63 t 342 MS 044 Oooo 0 F 00 10.
344 HS 048 Oooo Oo00 296'O+
345 HS 049 o,on Oooo 346 HS 053 Oooo Oooo 347 HS 055 Oooo Oooo 164'iQ44o 348 MS 056 Oooo Oooo 350 MS 058 Oooo 0+ 00 12 361 NS 060 Oooo Oe00 '5~
i 362 HS 061 Oooo Oooo -19'~36.
363 NS 062 Oooo Oi00 364 NS065A Oooo Oooo Se 365 NS065B Oooo 0.00 6? i 356 MS066A Oooo 0.00 9'153.
357 HSO66B Oooo Oo00 368 NS 069 Oooo Oooo 19 369 NS 070 Oooo 0. 00' '3'9e 380 MS071A Oi 00 ~ 00 381 HS071B Oooo 0.00 7t 3S2 MS 072 Oooo 0.00 15e 384 NS 073 0 F 00 Oooo -9i 385 MS 074 Oooo Oooo 386 NS 075 oooo Oooo -441'8'88 HS 078 0+00 0 ioo 13?o 389 NS 085 Oooo Oooo -45'
Harris Nuclear F'lant WJE Now 7902290 Date) 02/27/86 F'res~ure 0 00 F Titriel 09l11l46 Load Stage 5SA STRAIN GAGE DATA ERBEDDED BARS Chani Label A=. imuth Elev. Strain (Deg.Min) (Feet) (Mic roIn/In) 400 MS 087 .Oo 00 Oe00 9o 401 MS 089 Oo00 Oo00 23 t 402 MS 090 0.00 0 00 F 7t 403 MS 096 0>00 0.00 -76'5 404 MS 098 0>>00 Oi00 405 MS 101 0.00 Oo00 ')
406 MS 103 0+00 0,00 4 ~
407 MS 106 0+00 Oo00 <<3 ~
408 SL 107 0+00 Oo00 3f 409 SL 109 0+00 Oo00 93.
411 SL 110 Oi00 0+00 420 BS 001 Oo00 Oe00 43'7 421 BS 002 0 @~00 0+00 t 4.) p BS 003 Oe00 0.00 423 BS 004 Oo00 Oo00 .l 424 BS 005 Oo00 0.00 ~3 0 425 BS 006 Oi00 Oo00 -34 i 426 BS 019 Oi00 0.00 427 BS 020 Oo00 Os00 Si 428 RS 021 Oo00 0+00 3t 429 BS 022 Oo00 Oe00 11.
430 BS 024 Oi00 Oi00 -15'C 431 BS 025 Oi00 Oo00 a..d O 4'T .1 BS 026 0.00 Oo00 28'18.
433 BS 027 Oo00 0+00 434 BS 028 Oi00 Oo00 le 435 BS 029 0 F 00 Oi00 -18+
436 BS 030 0+00 Oe00 ~3o 437 EO 111 Oi00 Oi00 7a, ~
438 EO 112 Oi00 Oo00 54 o 439 EO 113 Oo00 Oo00 90.
440 EO 114 Oi00 Oi00 -~6.
441 EO 115 Oi00 Oo00 71 442 EO 116 0+00 Oo00 443 EO 120 Oo00 Oo00 -13'6'2(
444 EO 123 Oo00 Oo00 445 EQ 124 Oo00 0+00 17m 446 EO 130 Oi00 Oi00 9o 447 EO 135 Oo00 0+00 6o 448 EO 136 0 F 00 Oi00 449 EO 139 0.00 0.00 450 EQ 140 Oo00 Oo00 10'3'31 451 EO 141 Oe00 Os00 452 EQ 142 Oo00 Oi00 453 EO 143 0+00 Oo00 454 EQ 144 Oo00 Oo00 455 EO 146 Oo00 Oi00 31'9'5'1'i 456 EQ 149 0+00 Oi00 457 EO 151 Oo00 0+00 458 MS 031 0+00 OBOO Cg
Harris Nuclear Plant WJE Not 7902290 Datel 02/27/86 Page 6 F'ressure 0 00F Time t 09:11 t46 Load Stage 58A STRAIN GAGE DATA EMBEDDED BARS mKE'~ <3 Chan ~ Label *=imuth Elev. Strain (Deg.Nin ) (Feet) (Nic roIn/In )
459 NS 032 Otoo Otoo 104.
460 NS 035 Otoo Otoo Ot 461 MS 037 Otoo Otoo 7t 462 NS 038 Otoo Otoo 3t 463 MS 042 Otoo Otoo 39t 464 NS 050 Otoo 0.00 '1 465 NS 051 Otoo Otoo g t C'.d 466 NS 052 0.00 0.00 31 467 NS 054 Otoo Otoo '6t 468 NS 063 Otoo Otoo .)3 ~
469 MS 064 Otoo Otoo -108.
470 NS 067 Otoo Otoo -c3 471 NS 068 0.00 Otoo 3t 472 NS 077 Otoo Otoo A' 473 NS 079 0.00 0.00 64t 4?4 NS QSS 0.00 otno -6t 475 NS 092 Otoo Otoo 5t 476 NS 093 Otoo 0.00 6t 477 NS 094 Otoo 0.00 478 NS 095 Otoo Otoo 479 NS 097 0 F 00 otoo 7 ~
ot00 -152t
( 480 481 482 483 484 NS 100 NS 105 SL 081 SL 082 SL 083 0.00 Otoo Otoo ntoo Otoo Otoo otno 0 F 00 0 F 00 57t 16
)
5 486 SL 108 Otoo 0 ~ 00 -6 ~
STRAIN GAGE DATA ROSETTE ELEMENTS Chant Label A= imuth Elev t Str ain (Deg ~ Nin) (Feet) (Nic roIn/In )
pxilf peso P~y 140 141 BS BS 01A 01B Otoo Otoo Otoo Otoo 121t 180t dP /~'Rcjc dg ]4.l BS Oic Otoo Otoo 82t 143 BS 02A Otoo Otoo 90t 4-/PE@ 5 ) ~P5 144 BS 02B 0 00 F ntoo 152t 145 BS 02C Otoo Otoo 18t
)P~+ SH+>>> 146 BS 03A Otoo Otoo 9 p6 ~
147 BS 03B Otoo Otoo 133t 148 BS 03C Otoo Otoo 5St 0.00 Otoo 1866 150 BS404B 00 '014t 15 Otoo 1~ BS 05A Otoo Otoo 108t 153 BS 05B Otoo Otoo 90t
APPENDIX WJE XIII. WJE DATA SHEETS FOR LINER STRAINS AT END OF SIT, P~OPSIG
Harris Nuclear F'lant MJE Noe 7902290 Datef 02/27/86 Page 6 F'ressure 0.00 Times 09:lle46 STRAIN GA8E DATA ROSETTE ELEMENTS Chan i Label h"imuth Elev~ Strain .
{ fleg ~ gin ) (Feet) (Hic ra In/In )
140 BS 01A O.oo eeoc 141 RS 018 Oooo oooo 121'80'2m 142 BS 01C Oooo Oooo 143 BS 02A oooo oooo 90'rg 144 BS 028 Oooo Oooo 145 BS 02C Oooo oooo 18+
146 BS 03A Oooo Oooo l?6 147 BS 038 Oo 00 Oi00 133.
148 RS 03C Oooo 0+00 58.
oooo oooo 1866 RS4048 00 '50 2014'08 151 RS404C Oooo 0.00 152 BS 05h Oooo Oooo ~
153 RS 058 Oooo Oooo 90'
Har ris Nuc1 ear F'lant 4lJE No+ 790229Q Date:
Tillage 02/27/86 F'ag e 7 Pressure 0,00, t 09 o 11 ~ 46 Load Stage 58h STRAIN GAGE DATA ROSETTE ELEMENTS ~ nJ~
RJTE III Chan ~ Label h=.iaiuth Elev> Str lin 0 (Deg.Min) (Feet) (Hi c roln/In )
154 BS 05C 0.00 Oopp 277 t 155 BS 06A Oipp Oepp 202o 156 BS 068 0+00 0.00 422) 157 8 06C Oepp 0.00 783.
1 8 BS 07A Oipp 0+00 -482m 159 BS 078 Otpp Oopp -835'2243m 160 BS 07C Oipp 0+00 161 BS 08A Ospp Oopp ]
162 BS 088 Oipp Oopp 36>
163 BS 08C'S-09A Oipp 0+00 61 i 164 Oopp Oopp 203'278<
166 BS-09C Oopp 0'i 00 167 BS iph Oopp Oipp 73 ~
168 BS 108 Oepp Oipp 27'01.
169 BS 10C Oopp Oopp BS?iih Oipp Oopp 24.
171 18 0 F 00 Oipp -24i 172 BS?11C Oopp 0,00 -222i 173 BS?12A Oo Oipp bi 174 BS>228 0+00 0 175 BS?12C Oopp Oipp 176 0.00 popp 177 BS 138 0 t 00 Oipp 38'53'bio 178 BS 13C Oipp 0 ~ 00 180 BS-148 Oopp Oopp 3308'2869+
181 BS-14C 0~00 Oipp 182 BS 15A 0.00 Oipp 124.
183 BS 158 0.00 Oopp 184 BS 15C Oopp 0.00 268'20'9999+
Sikh'S4 Oipp Oopp 186 ibB Oopp 99999.
187 BS4 Oipp Oip 288- SL 17A 269e38 376i25 -2~7 189 SL 178 269e38 376 5 45'0.
190 SL 27C 269o38 376o25 191 SL 18* 270e22 376.25 -66.
192 SL 188 270o22 376.25 5o
, 193 SL 18C 270i22 376.25 -4o 294 EQ 19A 328i67 195 EO 198 318i67 -552>>
196 EQ 19C 345 58
~ 328o67 227o 197 EO 20A 345+59 322o42 -34' 198 EQ 208 345o59 322o42 199 200 EO 20C EO 21A 345 '9 332i57 312o42 22 77 t i
201 EO 218 332157 322i42 -2io 20 p EO 21C 332o57 312.42 203 EO 22A 337+48 307o27 33'262i
Har r is Nuclear Plant MJE No ~ 790--9O Date: 02/27/86 page 8 Pressure 0>>00 Ti v>e: 09>>11:46 0>g(} St>>) g e USA STRAIN GAGE DATA POSETTE ELEHENTS Chan>> Label A=imuth Elev>> St rQln (Deg.Hin) (Feet) (Hi c r oln/In) 204 EQ 22R 337>>48 307>> 17 -79.
205 EO 22C 337>>48 307>>17 18.
206 EA 23A 327>>44 297>>96 -11.
207 208 EO 238 EQ 23C 327 '4 327>>44 297>>96 297.96
?0 37>>
209 EO 24A 333>>19 297>>96 -18.
210 EO 248 333>>19 297>>96 6.
211 EO 24C 333>>19 297>>96 -3~ ~
EO 25A 333.04 282>>95 116.
213 EQ 25R 333>>04 282>>95 1 .>?
214 EO 25C 333 04 F 282>>95 -44>>
215 EO 26A 337>>46 288>>64 -~4>>
216 EA 26R 337>>46 288>>64 63>>
217 EO 26C 337>>46 288.64 151>>
218 EA 27A 346>>00 277>>79 144>>
219 EO 278 346>>00 277>>79 60>>
'?Ap EO 27C 346>>00 277>>79 1~ ~
EO 28A 346>>09 283.63 83>>
'? ?'? FA 288 346>>09 283.63 72>>
2c 3 EO EQ 28C 29A
=
346 '9 354.20 283 '3 288.63 102>>
129>>
g PP P>
EO 298 354>>20 288>>63 16>>
226 EO 29C 354>>20 288,63 74>>
EO 30A 4>>23 298>>12 102.
??8 EO 308 4.23 298.12
??9 230 EO EQ 30C 31A 4 '3 357.43 298.12 2'97>>93
-59 1 ~
'1>>
231 EO 31R 357>>43 297>>93 EO 31C 357>>43 297>>93 -11.
233 EO 32A 354>>17 307.04 127>>
234 EQ 328 354>>17 307>>04 47 235 EO 32C 354>>17 307>>04 '9>>
236 NS 52A 278>>49 283>>70 237 NS 52R 278>>49 283.70 37>>
23S MS 52C 278>>49 283>>70 -8>>
239 NS 53A 270>>00 283>>65 84>>
240 HS 538 270>>00 283>>65 5S ~
241 HS 53C 270>>00 283>>65 19>>
.l 4'? HS 33A 278>>31 281>>73 243 NS 338 278.31 281.73 167 244 HS 33C 278>>31 281.73 '31>>
245 NS 34A 269>>42 281>>69 -5l>>
246 HS 34R 269>>42 281>>69 5 247 NS 34C 269>>42 281>>69 106.
248 HS 35A 284>>21 278>>50 -163>>
249 NS 358 284>>21 278>>50 -~7>>
250 NS 35C 278>>50 58.
251 HS 36A 281>>50 278>>50 43 ~
252 HS 368 281>>50 278.50 174>>
g>> 3 NS 36C 281>>50 278>>50 75 '
Harris Nuclear F'lant WJE Not 790229A Dntet 02/27/86 Pnge 9 F'ressure 0.00 Time: 09 t 11: 46 Load Stnge 58h Chan t STRA IN,GAGE DATA ROSETTE ELENENTS Label A=imuth Elevt Strnin
~ )~ g/~ 0 (Deg.Nin) (Feet) (Nic roln/In )
254 MS 37A 278t27 207t g C6 NS 37B 7cc'74 278t27 188t MS 37C 278.27 -85t 257 NS 38A ~ 2S 278t50 -13t 58 MS 389 274t28 278.50 124t Qc9 NS 38C 274t28 278t50 155t
~60 MS 39A 272t55 278t19 138t 261 MS 39B 272t 55 278t19 -~4t 262 MS 3~C 272 t 5J5J 278ti9 263 MS 40A 278 t 31 275t00 -6 ~
264 NS 40B 278t31 275t00 46t 265 NS 40C 278t31 275t00 43t 66 MS 41A 270.21 275t08 -18t 267 MS 419 270t21 275t08 45t 268 NS 41C 270t21 275t08 98.
269 MS 42A 278t49 273t00 '70 270 NS 4 PB 278t49 273t00 19t 271 NS 42C 278t49 273t00 66t
'l 7'7 NS 43A 270t00 273t96 g C'0t 273 270t00 273t96 274 MS 43C 270.00 273t96 39t 275 MS 44h 278t49 273t00 -49t 276 NS 449 278t49 273t00 -95t 277 MS 44C 278t49 273.00 -9bt 27S MS 45A 270t00 272t78 42t 279 NS 459 270t00 272t78 44t 280 NS 45C 270t00 272t78 7 ~
281 MS 46A 280t48 270t67 99 NS 469 280t48 270t67 '4.
283 MS 46C 280t48 270t67 -11t 284 MS 47A 276t55 270t71 92t 85 MS 47B '76 55 270t71 7t 2S6 MS 47C '76 55 270t71 287 MS 48A 274t31 271t25J 109t 288 NS 489 274t31 271t25 124.
289 MS 48C 274t31 271t25 74t 290 MS 49A 271t59'71t59 270t69 96t 291 NS 499 270t69 38t NS 49C 271t59 270t69 -14.
293 NS 50A 278t,27 268t83 )7 294 MS 509 278.27 268t83 80t 29~ NS 50C 278t27 268t83 79t 296 MS 51A 269t40 268t79 -9.
297 MS 519 269t40 268t79 54t 298 MS 51C 269t40 268t79 65t
Harris Nuclear Plant WJE Not 7902290 Bate>> 02/27/86 Page 10 Pr essure 0.00 Rosette Time: 09 t 11 t 46 (Micro ETR*IN RosETTE REDUcTI0N Strains Int/In ~ >
Load Stage Stresses (psi>
Ur JP ~ 58h 5J5
ng le (Beg>
Hin t Max Shear Min ~ Mai: ~ Shear Bs 01 20 t 182 t 81 t 2382 t 6000'. 1809. 38>>0 Bs 0 .) -88. 4571 . 232'9>> 34.8 Bs 03 58. 227. 85>> 4011. 7784>> 1887>> 3t3 Bs 05 60 ~ 325 ~ 133. 5014. 10939. 2962>>
Bs 06 100. 784. 342. 10670>> 25935. 7632. a'U Bs a7 -1244 t -481. 381>> -44231. -27225. 8503 2.0 Bs 08 28>> 154 ~ 63>> 2379>> 5184. t'403
-30.5 149 .) '7 .)
10 ~ 1 4991 t 1385. 38.5 t t t a 7
t 12.
S? 12) 47. -136. f970 ~ 1053. 34.9
~S? 13 336. 1229. 71. 9959>> 37t 1 L7 103. 641. 269>> 9411 t 21420>> 6005>> 11.4 SL 17 -171>> 74>> -4751 t 710. 2731 t -~5>>0 SL 18 -78. 8>> 43 ~ -2419>> -483, 968>>
EO 19 -580. 484 t 532>> -13869 t 9874. 11872. 35.4 EG ."?0 -36. 23 t 30. 399>> 665>> -ii>>0 EO 21 -78>> 34>> 56. -217'9. 326. 1252>> -5>>6 EG 22 -1 6"'37 19>> 90>> -4975>> -9bft 2012>> 2>>4 EO 23 >> t 13 t -1287. -695>> 296>> 7t7 EG 24 56 t 6~ 31. -1709>> -328>> 690>> 38 5 EO 25 -81>> 15r3 t 117. -if~" 4112>> 2617. 23.6
~
EG 26 151 t 87. 686. 4587. 1950>> t1 EG 27 10>> 147; 68>> 1718. 4768>> 1525. -7. 8 ED 28 70 116>> 23>> 33 .) '7 4347 512.
EO 29 -75 129 t 102 >> -1148. '404>>
2276>>
33>>A'3.1 EG 30 -61. 104>> 83>> -961. ~737t 1849>> 7 EG 31 -3a, 22 t -73a, 421 t 576. 37.3 '
EG 32 128 ~ 76. 45"? ~ 3836>> 1692>>
Ms 52 -8 79>> 44>> 489. 2437>> 974. ~ 8 MS 53 19>> 85>> 33t 1408 t 2881. 737t 5t3 Ms 33 333. 147>> 4434. ia974, 3270. 3t7 Hs 34 57>> 113. 85. -749. 3046. 1898 t 11.2 35'S
'S
-166. 61>> 114 ~ -4712>> 357t 2534. -6>>5 36 57>> 175 116. 5028. 2588>> -41.0 HS 37 -133>> '55t 194. -1793. 6843>> 4318 t 20>>6 MS 38 -~8>> 170, 99. 733 5150t 2209>> -lb.l Ms 39 -69>> 162 t lib>> '653.
45a8. 2581>>
'" -18>>8
,MS 40 -18>> 55 t 36. -45 1580>> 813>>
Ms -18>> 98. 58 '48>>
2945>> '29.9 ~
MS 42 -~0, 67. 43. t 1925>> 968. a'.. t ~rE.
Ms 43 '7 A A
'7 t 43>> 10>> 1108. 1576>> 234. -"3>>8 HS 44 -105. -41>> 32. -3734. ~) .)
99 717.
MS 45 -19>> 54 36. -97. 1527. 812. 24 ~ 1 Hs 46 -14>> 102>> 58. 534>> 3131. 1298>> 9>>8 Ms 47 -29>> 98. 63. 25 2855>> 1415. -13 1 F O'
HS 48 128. 37 t '965>>
4613. 8?4>> 30.5 MS 49 -14 t 96. 55 t 485>> 2931. 1223 t -1 8 ~
HS 50 -49 t 102, 76 ~ -60~ 2778>> 1690. '7.) 7 MS 51 -18>> 73 t 46. 125. 2158 t 1016. -17 '
APPENDIX WJE XlV. MJE CRACK PATTERN DATA SHEETS
WgE ~vi i/dpr
- .Wiss, Janney, Elstner Associates, Inc.
COHSULTlHG AHD RESEARGH EHGWEERS 200 PFlHGSTEH ROAD ~ HORTHSROOK. L 80002 ~ Pl2I 272 7400 CHICAGO SAN FRANCISCO DALLAS PRINCETON HONOLULU DENVER golgi//C Zt:d E4 /~c 'J Ret tpr C/8'+ g O/Z 4 9 7 R'Pk pE C8A'W< )eg E~ ~8)c Z~ ~RP /uo PJ'7k' o & NA-Na+ SJE ProI'ect No.
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~~Q gl p l ~ + 87/~~~~
~~>lc EC:~~
~~APPENDIX WJE XV. REBAR STRAIN GAGE LOCATION SKETCHES~~
I
~~~ ~~~
~~Wiss, Janney, Elstner Associates, inc.~~
~~CONSULTING ANO RESEARCH ENGWEERS ei 220 PFINGSTKN ROAO ~ NORTNBROOK. L 00052 ~ I212I 272.7400 TELEX: 8712026 WJE UW J~~
~~J V vVTLOLI 4 SIOCT DADOS 0 V JSSSP October 18, 1985 ui E ~v '/3 I 0 C SLSTIOS~~
~~~ 0%SLSS I~~
~~J TTSSIVVT JV JVSOT 10 0~~
~~CVV S Cltgl Mr. W. E. Seyler Jr.~~
~~4 1 PIXCLQ 4 A TAS[VAV Carolina Power R Light Company C~~
V~
~~4 L~~
~ VOLX TS Al LCIIO ASSAI Harris Nuclear Project V 4 JAS~ P. O. Box 101 0 J SOILS IVSIOSS 0 l VTST V 4 VITTS New Hill, North Carolina 27562 1 V SAOAV 0 V PLAS Re: Contract No. NPCD-78-115 J JILACJI ~
~~4 C <<aST WJE No. 79229 0 L IOVIT 4 ~ AlLLSAIVTSS 4 J SLIV 0 J ASVISS J 0 LAVXLASII~~
~~Dear Mr. Seyler:~~
D L V Llt
~ V LTTSLLVI 4 L VAJILIDV 0TVSv l1 Enclosed are sketches indicating the locations of the embedded No. 19 through 30 are located in the lower V J ISOJ VT
~ L JOAOTO l TLTXLIJJX vtraiTT gages. Gages 4
0110 14\ portion of the cylindei ~ar the base slab. Gages No. 31 through 80
~ ~ P LSLS 1 OlaCIJXsol and 85 through 106 are located near the main steam and feed water 0 l penetrations. Gages 81 through 84 and 107 through 110 are located LT L
~
J J OOOTSTT WITJLAXLS 0 V OIAS 0 ~
V J VLOS 4 LVDSIAOV near the dome spring line. Gages No. 111 through 152 are located around the equipment hatch.
We are presently revising our OP-37-CPSL to incorporate most of JOSS' Ebasco comments. We will transmit the revised document along with
~ AS ITLSCWS 1 1 L SSINIIIS J ~ STSCC>>
4 L JTVTSS the OP's it references to you next week.
If you have any questions, please contact me.
Very truly yours, WISSS JANNEYs ELSTNER ASSOCIATESS INC.
Ted M. Brown Consultant TMB/tm Enclosure ec2 John Manchak KE/enClosures CHCAGQ SAN fRANCISCO PRINCETON ~NOLULU DENVER DALLAS
Carolina Power & Light WSE No. 77295 Harris Nuclear Project Springline Strain Gages WX& ~X
++y + Agz.
TP AIQ Qh@ES 2Gl QTYl.) Aj ~~ URER CJ1 >89 XLSSa.eO CJ t27
+/0$ + ~
<l>P
~TH CJ 2GG
' SPRIMC LINE S,l .37GeQQ QTRAI4 QAQFS bW VKRTJCAl 4 80RIZOHTAL NPIhlF (TWO ROM/5 AS SMOWH N DRY. 2 ABOVE)
KLi570 OO
~&K;-TWa ~RAIN S~~~
%L%54.60 Q~aES eX
$ 54STALLUO &4-THE ETHER P'LA'TK 8
fb" ~
'3 75.25 AHg) AXIhCT+l 27b~AT APE@.
%OTAL NUMBFR OF STRAlf4 GAGES=
RKlN~daC~xa . w6 JJHK,R
Carolina Power & Light WJE No. 77295 Location Kiev. Harris Nuclear Pro)ect Gage No.
Cylinder Wall Strain Gages 19 21 1/2" Left of 270'70 20 1 31l Right of 225 1 pit Right of 220-10 22" Left of 270'70'70'70 220-11 1/2 2 3ll Left of 225 24 15 II Right of 221 hZ.
15 ll Right of 221 270'4 25 41 26 23ll Lef t of Left of 270'25 270'70'70'70 221. 0 221-11 IGl 27 28 14 1/2" Right of 225 %10 )Q>O Io 10 3 29 14 I/2" Right of 270 225 30 22ll Left of 225.0
, QQQ gC I ~
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ARATION
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WITH TH~ I VSZTIC g. 54'&). ~
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~
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STfvdM %6QES Ou REI4F. STEKL (oval ROWS bS SHCIWu tu ter.s z~g, El .
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~5AWTHB ~s LOCATION %TH "HK VBZTI~ ~~.
50TE: Gages belo~
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R.caco installed by ~
others t~ 5'-0 l ~ ~
~
~ ~
~~
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TOTAL NUMBER~~AIN 64GES RK IMf'ORE, lN G: 36 uVEW
Carolina Power & Light MJZ No. 77295 Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)
INSIDE STEEL LAYER I
+
Carolina Paver & T.ight WJE No. 77295 Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)
ADDLE STEEL MYER I
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/
+
I I
~
~
I l I I
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ol 0,
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CaTolina Paver 6 I.ight MJE No. 77295 Harris Nuclear Project Main Steam Line Strain Gage Location (not to scale)
OUTSIDE STEEL LAYER r
C4 I
I
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I
Carolina Pover & Light Eu+5'~ v f//
WJE No. 77295 Harris Nuclear Project Main Steam and Peed Water Attach Strain Gage Locations (Not to scale)
INSIDE STEEL LAYER X2 l zziz i
g<
S 1 M. S.
$ 1eeve V
Sleeve s4
Carolina u<gLight Pcwer &
~
Harris Nuclear Project 5'/3 l WJE No. 77295 Main Steam and Feed Water Attac h S train Gage Locations (Not to scale)
MIDDLE STEEL LAYER S 1 M. S.
$ 1eeve Sleeve S4
()JAN ~
Caroli a P~er & Light 1/8I Harris Nuclear Prospect ain Steam and Feed Strain Gage LocationsWater WJE No Attach 77295 (Not to scale)
OUTTER STEEL LAYER
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M. S.
$ 1e~e
/od P V
$2eeve S4
Carolina Power & Light MJE No. 77295 Harris Nuclear Project Equipment Hatch Strain Gages
/0/g /
INSTDE STEEL LAYER
Carolina Power & Light WJE No. 77295 Harris Nuclear Project Equipment Hatch Strain Gages (not to scale)
>~E VV o/> g MEDDLE STEEL LAYER 0
Carolina .Po~er & Light WJE No. 77295 Harris Nuclear Project Equipment Hatch Strain Gages (not to scale)
OUTER STEEL LAYER yoP
Carolina Power 6 Light WJE No. 77295 Harris Nuclear 'Project Springline Strain Gages
+8'I 4 ~8z. AX. 27O STP hlQ QAQSS Mi CTYI.) Ai ~~ Lf4KR CJ1
~ ~
o in
~
~ ~
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+/Of + o
&ET. P 37'O STRAIQ QAQKS OQ VKRTlChL 4 QORlZDNM.
AElNF.(TV/0 RONIS hS SHOWN W Dag. 7 ABOVE) f~E: TWX) GTR,AIM +MES SHAD- SX iNST~am am~Ha u~<R F'L-ATt m g%O".gpss,~ Pgy Agl~TR 2'lC) AT 4PMX.
~.
'TOTAL KUNLBER OF STRAND GAGES=
$ K1NÃburisr = ~
Carolina Power 6 Light WJE No. 77295 Gage No. Location Elev. Harris Nuclear Project Cylinder Wall Strain Gages 19 21 1/2" Left of 270'f 13 II 1 3l I Right Right of 270 270'f 225 220-10 w.-e ~~ ~/3(
22II Left 270'f 220-11 1/2 23 2 3I I
Left 270 225 24 15 II Right of 270'f 221 h2.. VO 25 15 II Right 221
~l 270'25 270'f 26 22lt Left 270'f 221. 0 2 3 II Left 270 221-11 t'ai 27 28 14 1/2" Right of 270'f 225 $ 0 10 tO $ 0 lo 3 29 14 1/2" Right 270 225 30 22ll Left of 225.0
/j.~'t'.5)S~ ca~ I = A"-I'/'~
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. Ztf,o' STMlH QUES Ou LIVER PLATE (TWO RDlVS A;T TH& &%ME, 4ÃATlgh4 %TH [HE YBzTi~ ~~.
50TE: Gages below e1.221. 0 CC'
~ ~
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others I ~ ~
~~ ~
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Carolina Power & T,ight WJE No. 77295 Harris Nuclear Project Main Steam Line l
Strain Gage Location (not to scale) /y]
INSIDE STEEL LAYER CO I
C4
~ I s 0
CO r
C4 CV Ch s I I I
lU ~~ I </g (
Carolina Power & Tight WJE No. 77295 Harris Nuclear Pro)ect Main Steam Line ~
Strain Gage Location (not to sca1e)
MIDDLE STEEL LAYER CO r
CV 0
CO ol C4
Carolina Power 6 I.ight Harris Nuclear Pro)ect MTg WJE
~
No. 77295
/7 Main Steam Line Strain Gage Location (not to scale)
OUTSIDE STEEL LAYER co CV I I: I L,
II>.<l} s I
0 I I I ~
CV I
0' +
Carolina Power 6 Light QJE No. 77295 Harris Nuclear Pro5ect Main Steam and Peed Mater Attach Strain Gage Locations (Not to scale)
INSIDE STEEL LAYER 32 23 rz" S 1 M. S.
$ 1eeve
uu/E~ i~)al Carolina Power. 6 Light Harris Nuclear Project MJE No. 77295 Main Steam and Feed Mater Strain Attach Cage Locations (Not to scale)
MIDDLE STEEL LAYER 20 S l 7B M. S-Bo Sleeve
Carolina Pcwer & Light WJE No. 77295 Harris Nuclear Pro)ect Main Steam and Feed Water Attach Strain Gage Locations (Not to scale)
OUTTER STEEL LAYER
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Carolina Power 6 Light WJE No. 77295 Harris Nuclear Project Equipment Hatch Strain Cages (not to scale)
MIDDLE STEEL LAYER 190 0
0(/SOSNSSQHIISSSSSRSSRQSaawar NH@lllxlllllVIIHHIERHITElm
~~gggogg+iNNmmimXQXXXNNRNQmmXm
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aa ig+gw+q+~i<q5IQQXXmmX Iml QQ
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- M ii) a+a/NmmmmmQNlmmlmmlmNmllmmlm
270'OTES:
I. Strain Gages RGI Through RG7 RG5 + + RG 13
+ RG14 and RGS Through RG15 are Active Gages. PLAN RGd + ~
~~2. Strain Gages RGDS and RGD16 VIEW d are Dummy Gages Installed on .~~
a Free Sample of the Liner
+ RG1d Plate.
RGOe Q RGD1d d d 270
'0e 0
I RG1 + CI CII VIEW LOOKING OUT RG2 + + RQ10 RG4 + + RG12 pN(
~ ~ 'i. ~ 'CONCRETE'g'. 'e 3 jf ~ ~
C ROSS SECTION THROUGH %ALL
Report 661 Lu/6 ~~
REBAR TYPES AND LOCATIONS ~
gth of Noo. B rebar were instrumented Short lengths e a t eac h of six locations ix bars were conQgured as our oof thee six adjacent to Azimuth 2?0 . Pour an were placed vertically in th c w all at Elevation 21?'.
shown in Fig ure ? and Two of the bars werc actual radial a x ssheear bars as shown in Figure 8 and were placed at Elevation 216'.
The rebar numbers anand locations are carried in Table I.
30
~IR IJIREO SIICWCR CIIOIIIC CNIIIIrlAOOMZORICS.IIIWRPeoIIATKD tO We tee Heeled, aeoeeceeeeee N Al N'Il t tet ~ IOt S5YER Shh Vwco
~ eecraAee ece hl eactee lo4eteceee eeei
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bkf t I+
tlalce Ceee r rr arl teeceece eeceeccc aakm
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AeyOe C gC NttCl Pc~ lip If ~ oe l075& 2,
~
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i 6 ~ ~
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VA="9 ~ ~
~ o 0 ~ ~ 0
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~~.hMD SURFACK.POUSHED . ~ 0~~
~ ~ ~
~
~
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aO QO R<5 C9
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~
t ~
~
fll f' oP
~
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C e ~ .'Q I~ ~ ~
~ I ~ ~ ~ ~
~ ~
~
~
~
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~
a ~
o ~ ~ ~ ~ ~ yo ~
~~S~m ~~~
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~ ~ ~
Q-
+ ~ ~
~
hy Q
5 ~ ~
.f.e 0 4G' ~ ~ ~
N+ r ys ~
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e X ~
4
~
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C9 gATERQL: ARITH AS<5 A~a,oF. M, I ~
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Report 661 w~ MV >" Zl TABLE I INSTRUMENTED REBAR TYPE AND LOCATIONS Rebar Location Rebar Number Elevation Ar,imuth Vertical Left of 270o Vertical 21V'1V'16~
Right of 270o Shear Left of 270o Shear Right of 270o Vertical Left of 270 21V'17l Vertical Right of 270 Report 661 wvY 'xV >q 3/
LINER ROSETTE STRAIN GAGE INSTALLATIONDESCRIPTION.
Three-element, rectangular rosette strain gages, BLH Type FAER-25B-SSS6-ET were installed at 12 locations on the inside of '"e dry well liner using the cyanoacrylate adhesive. The gage area was prepared at each location by Qnish grinding using a 120-grit disk and then by chemically cleaning. The Belden cable Type 840? was connected to the gages, and a polysulGde waterprooQng compound was applied over the strain gages and cable area.
Installation log sheets were completed as the work was performed. The log sheets carried in Appendix II document the installation work and the electrical checks taken. The strain gage certi6cation sheets for the installed gages are carried as Appendix III.
BFL Report 661 LINER ROSETTE STRAIN GAGE LOCATIONS.
A total of 14 rosette strain ain gages a es wwere instaDed on the inside of the dry well liner, plus tvro dumm ros ummy rosette strain gages were installed on free 6"-square samples of the liner plate. e. Th c numbering system an d location of the str trm gages are Qlustrated in Figure 9,~,
train
2
NOTES: 1. StraIn Gages RG I Through RGV RG5 +
and RG8 Through RG18 are Active Gages. PLAN RGb + + RG14 ~
2. Strain Gages RGDB and RGD1S b are Dummy Gages Installed on + RG15 a Free Sample of the Liner 5 Plate.
RG1
~
"g
~
VIEW
~~ LOOKING
's ~ OVT
~ r
~ a RG2 + + RQ10 8
~
~~
~ ~ ~
~~
~
".: ]
~
+ RG11 8 ~
~
>e b"
e h
'gi.
~
+ RQ12
'e 'o h ~ s, r A ~
a.a>> ~ ~
~ 'CONCREfs a ~ >>. s.'e ~
.i ~ a.I "88 . ~ ~
~ ~
CROSS SECTION THROUGH WALL
APPENDIX WJE XVI. 'JE FINAL FORM SIT DATA TABLES
Wiss, Janney, Elstner Associates, inc.
2sa Pf WGSTEH rloAO COHSULTIHG AHO IlESEAACH EHGIHEEAS
~ HORTHSAOOK. L SOOt2 I2Q) 272 ldoe 6
CHICAGO SAN FRANCISCO DALLAS PRINCETON HONOLULU DENVER Hay 1, 1986 Ebasco Services Inc. Re. CP&L To
'Two World Trade Center New York, N,Y. 10048 ATTN: John Manchak WJE Project No.
H for your use 0X herewith as requested We are sending under separate cover 0 for approval for review ll comment Enclosed are tables from SIT. These are the final form and numbers. They are yet to be checked prior to use.
VIA Q Special Messenger Kiss, Jarvey, E1stner Associates, Inc.
Q Air Mail Q Regular Mail QX Federal Express 8yd Robert J. Krause
rmocouples Shearon Hn Nuclear Plant - Unit 1 Pressure (psig). 0 F 00 9e99 20eii 30eiO 41 eOO 51 ~ 85 51 ~ 80 41 ~ 22 30 21~ 30e24 4ie40 .41eil 20e07 10e00 Oe00 0 F 00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27
~
Tiaee (hr:mn) 15e29 19e20 00e00 05>>38 10'42 15148 20'07 Oi'30 06:23 04100 09e21 00e00 0'6 09e31 17e03 09ell Inst. heine Eleve Temperatures Ie De (Dge)(n) (Feet) (dege Fe)
T 01 L 90e00 227 00F 66e4 66e3 66e2 65e3 64e8 63e2 64eO 63e7 63e3 63e5 62e6 . 6ie4 60eB 60e7 60e9 bleB T 02 I 90 00 227 F 00 F hhei 66 F 1 6be3 65 ' 65 ' 63 F 9 64 ' 63 ' 63e7 63e6 63e3'ie7 ble2 61ei bie3 hie6 T 03 0 90e00 227e00 6he5 64e4 64eh 64e5 64e5 64e5 64e5 64e4 64 ' 64e2 64eO 63e9 63eb 63 ' 63e4 63e3 T 04 L 170 F 00 227 F 00 67e 1 67 ' 66 ' 66 ' 65 ' 64 ' 65eO 64e9 64 ' 64e4 64 ' 62 ' 61 F 9 6ie9 62 F 1 62 '
T 05 I 170e00 227e00 67ei 66e7 66e3 66.6 65e7 65e2 64e9 65e3 64eB 64e6 64e6 62e5 62e5 62ei 6ie9 62e5 T 06 0 170 F 00 227 F 00 6S ~ 2 6S F 1 65e 1 65 ' &F 0 65 ' 65 ' 65 ' 64 ' 64e6 64e5 64ei 64eO 63e9 63eB 63e6 T 07 L 270e00 227e00 66 ' 67eO 67eO 66eh 6be6 6beO 6Se7 65e6 65e5 65o2 65e2 63eB 63e4 63e3 63eO 63e2 T 08 I 270e00 227e00 66e8 66e9 66e8 66e5 hbeO 64eB 65el 65eO 64e8 64eB 64eB 62eg 62e5 62e2 62e4 62e6 T 09 0 270e00 227e00 66eO 65e7 6SeB 65e7 65eb 65e4 65e6 65e5 65e4 65e3 65ei 64e7 64e4 64e2 64e3 64eO T 10 I 346o00 227e00 65e9 66eO 6Se8 66ei 67eO 66e7 66e3 65o9 6Se7 65 ' 65 ' 64 ' 63 ' 63e0 62e9 62 '
T 11 0 346 F 00 227 00 F 65 ' 65 ' 65 9 F 65 ' 65 ' 65 ' 65 ' 6S ~ 4 6S ~ 3 64eB 64e4 63e8 63e7 63 ' 64el 63e9 T 13 0 346e00 268e00 7ie4 71e4 71e3 71e3 7lel 7ieO 70eB 70eh 70e5 69e6 6'9e4 68ei 68eO 67e9 67e5 67ei T 14 I 34be00 268e00 74e2 74e2 74e2 73eh 73e2 72ei 72 ' 71 ' 71 ' 7ieO 71 ' 69 ' 68 ' 67 ' 67 ' 67 '
T 15 I 346 F 00 328 00 F 67 ' 67 ' 68 ' 68 ' 68 ' 68 ' 68,1 67,5 67,0 66,5 67,1 65,5 64.S 63,8 63,1 62e6 T 16 0 346 00 3.8 00 63 4 63.6 63 0- 60 9 58 7 58.6 58 4 57 7 57ei 57e9 . 56e8 55e6 53e9 54e8 53el 51e7 T 18 0 34be00 376e00 65 ' 64e4 62.1 57 ' Sbe2 55e4 S4e4 52eB 51e2 51eb 53eS 49eO 4Se6 52ei 47e9 46ei T 19 I 346e00 376e00 65e9 66eS 67e2 67e4 67e7 67e4 67e2 66e7 66e3 65eb 66el 64e4 63e5 62.9 62ei 61e2 T 20 8 225 00 410 ~ 00 60 S 61 3 60.8 57.8 5So9 55e9 SS ~ 2 52 ~ '9 Se 1 ~ 2 48e7 47e5 43eO 41e5 42e0 45e2 43e5 T 21 I 225 ~ 00 410 ~ 00 63 ~ 0 64 0
~ 65e3 65e8 66 2~ 65 8~ 65e3 64e2 63e4 61eb 62 ' 58 '9 57e0 55eB 54e2 53e7 T 22 S 320e45 240e00 68eO 68e3 68o5 68e3 67e2 67eO 66e2 65 ' 65e4 64e 1 62e9 62e6 63eO 63e7 64e4 63e9 T 23 S 162e30 239e92 67e 1 66eB 66e7 66e3 66e0 66eO 66eO 65eB 65e6 65e2 65eB 64e8 64e5 64e6 64e7 64.5 +>'1 T 24 S 270e00 270e00 T 25 S 185 F 00 265e00 70e9 71e2 71 7lei el 70e3 70e9 67eR 68eB 65e6 69e3 66e4 69e2 66 ~ 3 69ei 65e6 68e8 hSe0 68e3 64e4 67e9 64e2 67e8 62e6 65eO hie7 65e5 62e2 6be.
63e2 67eO 66 5 5
(
X
Ro Di sp lncements Shearon Hn uclear Plant - Unit 1 Pressure (psig) Oo00 9o9'9 20 ~ 11 30o10 41o00 51o85 51o80 41o22 30o21 30o24 41 ~ 40 41o 11 20o 07 10.00 0.00 Oo00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr(mn) 15,'29 19(20 00o00 05o38 10142 15o48 20o07 Oio30 06(23 04 F 00 09o21 00 F 00 05o36 09531 17o03 09oii Inst. Azimo Elevo Containment Llal1 Displacements Io Do (DgoHn) (Feet) (inches)
MD 10 16bo03 386 ~ 50 0 ~ 000 Oo004 Oo 022 0 ~ 067 0 ~ 142 0 ~ 237 Oo247 0o229 0 ~ 182 0 ~ 170 0 ~ 193 Oo 193 0 ~ 105 Oo062 0 ~ 025 0 ~ 025 MD 12 90o05 385o08 Oo000 Oo005 Oo024 Oo065 Oo138 Oo218 Oo223 0,202 Oo155 Oo152 Oo175 Oo176 Oo094 Oo051 Oo011 Oo008 MD ih 166o20 350o42 Oo000 Oo018 Oo057 Oo115 Oo225 Oo340 Oo345 Oo306 Oo240 Oo236 Oo276 Oo278 Oo158 Oo098 Oo046 Oo03S WD 16 90o00 349o00 Oo000 Oo012 Oo055 Oo124 Oo257 Oo374 Oo380 Oo360 Oo281 Oo275 Oo309 Oo309 Oo185 Oo114 Oo054 Oo045 WR 18 90o01 320o49 Oo000 Oo027 Oo075 Oo182 Oo323 Oo448 Oo451 Oo395 Oo307 Oo296 Oo369 Oo353 Oo192 Oo114 Oo042 Oo035 WR 19 166 ~ 00 320 o 42 0 o 000 0 ~ 031 0 ~ 091 0 ~ 206 0 ~ 390 0 ~ 557 0 ~ 562 0 ~ 480 0 ~ 376 0 ~ 372 0 o 454 0 ~ 455 0 ~ 262 0 o 170 0 ~ 089' ~ 079 MR 20 270o00 320o42 Oo000 Oo024 Oo068 Oo134 Oo258 Oo374 Oo379 Oo337 Oo276 Oo272 Oo324 Oo329 Oo207 Oo136 Oo073 Oo06S MR 21 90o00 287o42 Oo000 P
Oo025 Oo066 Oo201 0 '36 Oo443 Oo449 Oo401 Oo323 Oo319 Oo386 Oo388 Oo242 0 '65 0 '95 Oo094 MR 22 166o00 287o00 Oo 000 Oo026 Oo074 Oo190 Oo353. Oo500 Oo506 Oo434 Oo344 Oo337 Oo41S Oo416 Oo246 Oo163 Oo090 Oo101 WR 23 83o00 256o00 Oo000 Oo019 Oo047 Oo174 Oo327 Oo460 Oo468 Oo426 Oo341 Oo339 Oo415 Oo417 Oo261 Oo180 0 '07 Oo104 MR 24 166 '2 255 '8 0 000 F 0 '13 0 '51 0 '40 0 '70 0 '98 0 '05 0 '57 Oo288 0 '85 0 F 338 0 '38 Oo214 Oo147 Oo086 'o082 MR 25 34bo00 25bo00 Oo000 Oo011 Oo025 Oo074 Oo157 Oo264 Oo270 Oo239 Oo190 Oo189 Oo229 Oo229 Ooi48 Oo105 Oo066 Oo064 MR 26 90o00 237o00 Oo000 Oo017 Oo044 Oo124 Oo232 Oo343 Oo348 Oo308 Oo247 Oo246 Oo299 Oo301 Oo186 Oo122 Oo069 Oo067 MR 27 166o00 237o00 0 000 0 015 0.042 Oo095 0 181 0.271 0 '75 Oo238 Oo191 Oo229 Oo229 Oo145 Oo101 Oo061 Oo058 MR 28 268 ~ 56 237 ~ 42 Oo 000 Oo018 0 ~ 045 0o090 Oo 169 Oo 258 0 265
~ Oo 240 0 ~ 203 Oo 203 0 ~ 237 0 ~ 244 Oo 168 0 120
~ 0 ~ '0/4 0 ~ 072 WR 29 346.05 237.00 0,000 0.003 0.018 0.054 0.119 0.201 0.209 0,189 0,150 0.149 0.175 0.176 0.118 0.083 0.054 0.053 BR 71 346o01 226o00 Oo000 Oo011 Oo025 Oo050 Oo051 Oo053 Oo053 OoOS3 Oo052 Oo052 Oo053 Oo053 Oo052 Oo051 0 '36 0 '34 BR 72 346o00 221o00 Oo000 Oo004 Oo008 Oo017 0.024 0,025 Oo025 Oo025 Oo02S Oo025 Oo025 Oo02S Oo025 Oo025 Oo024 0 '24 BR 74 269o59 22ho00 0.000 0.009 0.021 0.041 0.057 0.057 0.057 0.057 Qo057 Q.Q57 Q.057 Q.057 QoQ55 QoQ35 QoQ12 0 F 008 BR 75 270o00 221o00 Oo000 Oo004 Oo010 Oo019 Oo035 OoOSh Oo056 Oo051 Oo042 0.040 Oo048 Oo042 Oo023 Oo011 -Oo000 -Oo003 C
BR 77 165 ~ 59 2 6 ~ 00 0 ~ 000 0 ~ 010 0 ~ 023 0 ~ 0 l8 0 ~ 089 0 ~ 122 0 ~ 122 0~1 1 0 ~ 095 Oo093 0 ~ 115 0 ~ 115 0 ~ 068 0 ~ 0 l4 0 ~ 025 Oo023 BR 78 165o59 22io00 Oo000 Oo005 0.011 Oo020 Oo021 Oo022 Oo022 Qo022 Oo022 Oo022 Oo022 Oo022 Oo021 Oo018 Oo008 0.007 x
BR 80 90,00 226.00 0.000 0.009 0.021 0.042 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.037 0.014 Oo012 BR 81 90o00 221o00 Oo000 Oo007 Oo012 Oo014 Oo015 Oo01S Oo015 Oo01S Oo015 Oo015 0.015 Oo015 Oo014 Oo007 -Oo004 -Oo003 V
R Displacements Sheoron Ha uclear Plant - Unit 1 Pressure (psig) Oo00 9o99 20oii 30o10 4io00 51e85 51 80 41o22 30o21 30o24
~ 41o40 41oil 20e07 10 F 00 Oo00 Oo00 Date (1986) 02/21 02/21 02/22, 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr'Ien) 15e29 19e20 00o00 05)38 10o42 15o48 20o07 Olo30 06o23 04e00 09121 00o00 05e36 09o31 17e03 09' 11 Inst o hz1m e El ev e Hain Steam ond Feeduater Pennetrotion hreo Radial Displacements Io Do (DgoHn) (Feet) (inches) 42 27Q ~ 00 284 ~ 33 Oo000 0 ~ 015 0 ~ 046 0 ~ 07 ) Oo1 17 Oe 166 0 ~ 166 0 ~ 161 0 ~ 145 0 ~ 141 Oo 156 Oo 164 0 ~ 123 0 ~ 086 Oo048 0 ~ 041 43 27Q ~ OQ 282 '5 0 000 0 001 0 028 0.057 0 106 0 1S7 0 161 O.lbi 0 147 0 147 0 150 0 157 0 120 0 079 0 038 0.032 HR 44 270e00 282o00 Oo000 OoOOS Oo029 Oo061 Oo104 Oo154 Oe157 Oe157 Oe148 Ooi48 Oo149 Oo156 Oo121 Oo081 Oe040 Qo037 HR 45 273 '6 278 '0 0 F 000 0 '12 0 '38 0 '66 0 '12 0 '59 Ooi63 0 '61 0 '44 0 '43 Ooi54 Oo161 0 '16 0 '77 0 '40 0 '35 HR 46 273e46 278o50 0 F 000 -Oo002 -Oo002 Oo016 Oo063 Oe109 OoliO Oo110 Oolii Oo112 Ooi08 Oe110 Ooiii Oo077 Oo041 Oo036 HR 47 270o00 274o92 Oo000 Oo009 0 ~ 030 0 ~ 055 0 ~ 098 0 ~ 144 0 ~ 148 Oo148 0 ~ 136 0 ~ 136 0 ~ 143 Oo148 Oo ill 0 ~ 072 0 ~ 035 0 ~ 030 HR 48 270 ~ 00 274 ~ 25 0 ~ 000 0 ~ 011 0 ~ 036 0 ~ 063 0 ~ 106 0 ~ 153 0 ~ 157 0 ~ 158 0 ~ 141 Oo140 0 ~ 151 0 ~ 155 Oo112 0 ~ 072 0 ~ 033 0 ~ 031 HR 49 278o51 284o33 Oo000 Oo057 Oe016 Oo047 Ooili Oo224 Ooi74 Ooi62 Oo135 Ooi31 Ooi57 Ooi65 Ooi03 Oo058 Oo015 Oo009 HR 50 278 '2 282 '5 Oo000 0 '12 0 '42 0 F 081 0 '47 0 '11 0 '16 Oo213 Oo184 0 '82 0 '00 0 '07 0 '46 0 '98 0 '54 0 '50 HR 51 278o52 28io92 Oo000 Oo011 Oo042 Oo083 Oo149 Oo210 Oo21S Oo207 Oo178 Oo178 Oo199 Oo204 Oo136 Oo088 Oo045 Oo042 MR 52 275o50 278e50 Oo000 Oo000 Oo025 Oo056 Oo107 Oo156 Oo160 OoibO Oo148 Oe147 Oo150 Oo157 Oo117 Oo077 Oo038 Qo034 HR 53 275o16 278o50 Oo000 Oo012 Oo038 Oo068 Oo120 Oo171 Oo175 Oo172 Oo153 Oo152 Oo166 Oo173 Oo122 OoO&1 Oo041 Oo037 HR 54 281o38 280o2S Oo000 Oo006 Oo035 Oe076 Oo149 Oo213 Oe218 Oo218 Oo190 Oo189 Oo199 Oo206 Oo151 Oe104 Oo059 Oe054 HR 55 283oi3 279o25 0 F 000 Oe009 Oo040 0 F 088 Oo 167 Oo236 Oo241 0 '35 Oo201 Oo200 0 '22 0 '29 0. 156 Ooi04 0 '54 Oo050 HR 56 284o08 278e50 Oo000 Oo009 Oo041 Oo086 Qo163 Qo228 Oo233 Oo233 0 '02 Oo201 Oo214 Oo220 Oo160 OoiiO Oo065 0e061 HR 57 278o53 274o92 Oo000 Oo010 Oo038 Oe073 Oe132 0.195 Oo193 Oe189 Oe166 Oe166 Oo182 Oo189 Oo131 Oo088 Oo048 Oo044 HR 58 278o53 274e2S Oo000 0.006 Oe034 Oe070 Ooi34 0 192 Oo196 Oo196 0 '77 Oe177 Oei86 Oo192 Oo141 Oo096 Oo054 Oo050 HR 59 270.00 273.25 0.000 0.010 0.035 0.062 0.105 0.152 0.156 0.154 0.137 0.137 0.150 0.155 0.108 0.068 0.030 Oo028 HR 60 271o59 27io25 0.000 0.008 0.032 0.063 0.111 0.159 0.165 0.164 0.149 0.149 0.155 0.160 0.116 0.076 0.037 Oe033 HR 61 273e36 271eib 0,000 0.005 0.027 0.055 0.101 0.148 0.152 Oo152 0 '44 0.144 0.146 Oo153 0.115 Oo076 Oe039 Oo035 HR 62 270 ~ 00 268 ~ 66 0 ~ 000 0 ~ 001 0 ~ 020 0 ~ 047 0 ~ 091 0 ~ 137 0 ~ 141 0 ~ 141 0 ~ 139 0 ~ 139 0 ~ 138 Oo 141 Oe 109 0 ~ 070 0 ~ 032 Oo030 HR 63 270o00 267 00 0 000 0 010 0 035 0 063 0 110 0 ibl Ooi66 0 '66 0 '52 Oe151 Oe158 Ool64 Oo122 0 '74 Oo037 0 '34 l MR 64 278o53 273o25 Oo000 Oe007 Oe024 Oo047 Oo086 0 ~ 121 Oo124 Oei 4 Oo110 0 ~ 110 0 ~ 117 0 ~ 120 0 OBS 0 ~ 056 0~ 029'R 0,027 4 65 27S 15 271 ~ 16
~ 0 ~ 000 0 ~ 002 0 ~ 01 4 0 ~ 031 0 ~ 058 0 086
~ 0 ~ 088 0 088
~ 0 ~ 084 0 ~ 085 0 ~ 085 0 ~ 089' ~ 066 0 ~ 044 0 ~ 022 Oo021
R Disp lacenents Shearon H uclear Plant Unit 1 Pressur e (psig)
Date (1986)
P,PP 02/21 9e99 02/21 20ell 30elp 02/22 02/22 41oop 02/22 51o85 02/22
~i e80 02/22 41e22 P2/23 30e21 02/23 30 24
~
02/24 41 '0 02/24 4lell 02/26 2pe07 02/26 loop 02/26 Oooo 02/26 Oooo 02/27 Time (hr:mn) 15(29 19o20 ooopp 05038 lpo42 15048 20o07 Qlo3Q 06o23 04opp 09e21 Qoepo OSe36 09e31 17e03 09oll Inst. hzin. Eleve Nain Steam and Feedwater Pennetration hrea Radial Displacenents Io De (DgoHn) (Feet) (inches)
HR 66 276o52 27lo25 Oooop Ooopl oe024 0 '52 Oel03 Oo151 Ool55 Ool56 Ool50 OelSQ 0 '49 0 '55 Ool20 oe079 Oo042 Oo038 HR 67 280 '2 271 '5 0 ~ 000 0 ~ 013 0 ~ 041 0 F 080 0 ~ 149 0 ~ 210 0 '15 0 ~ 209 Ool81 Ool81 0 ~ 201 0 '07 0 '38 0 '90 0 ~ 045 0 '43 HR 68 283e04 27lo25 0 ~ 000 Oopll Oo041 Oo085 Oel58 Oo221 Oe225 0,223 0,195 Ool94 pe211 Oo219 Oo153 Oo102 Oo057 Oe053 NR 69 278o52 266o'92 Oeppp Oooll Oo038 Oo076 Oo142, Oo202 Oo207 Oe205 Ool81 Oel81 Oo197 Oo205 Ool44 Oo096 oe052 Oo048 HR 70 278e50 268o75 Oeopp Oeool Oo025 Oe055 Oo112 Oe168 0 ~ 173 po173 OelSB pe159 Oo164 Oo170 Oo120 Qo077 Oo038 Oo036 Inst. hzin o Elev, Equipment Hatch Displacements Ie Do (DgoHn) (Feet) (inches)
ER 30 346o08 328opo Ooopp Oo009 Oo020 Oo055 Oo121 Oo214 Oo216 Oo187 Ool46 Oel38 Ool69 Ool6'9 Oolop Oo064 0 ~ 029 Qe023 ER 31 346epo 319opp Ooopo pe005 Oooii Oo040 Oo09S Oo 177 Ool79 Oel54 Oe122 Ooi16 Ool41 Oo141 Oo083 Oo057 Qo028 Oo023 ER 32 346epp 310o92 Oooop Oo002 Oe004 Oe029 Oe082 Oe156 Oo163 Ool51 Oo117 Oo113 Oe126 Oo127 Oo084 Oe058 Oo032 Oo028 ER 33 319oio 298ooo Ooopo 0 ~ 028 Oo076 Oo195 0 ~ 367 Oo505 Oo512 Oo434 Oo345 Oo338 oe424 Oo424 Oo266 Oe190 Ooll8 Oe113 ER 34 327o24 298ooo Oooop Oo020 Oo051 Ool39 Oo277 Oo397 Oo407 Oo348 Oo274 Oo263 Oo328 Oo322 Oo 194 Oo 131 Oo074 pe068 ER 35 334o38 29'7o92 Ooppp Oo014 0)033 Oo090 Oo 190 Oo299 0 ~ 306 0 ~ 260 0 '05 0 '97 0 ~ 245 0 ~ 235 Ool43 0 '98 0 ~ 055 0 ~ 050 ER 36 3S7 ~ 28 298 F 00 Ooopp 0 '20 0 '45 0 ~ 099 0 '73 Oe299 Oo306 Oe265 Oe209 Oo209 Qe257 Oo25S Qo157 Oe103 Oe055 Oo049 ER 37 4o23 298epp Ooppp Oo024 Oe061 Ool35 po228 Oe365 Oe372 Oo320 pe252 Oo257 Oo316 Oo318 Oo 196 Oo131 Oo075 Oo069 ER 38 12 43 298 00 0 000 0 035 0 090 0 202 0 340 0 508 0.515 Oo438 Oo342 pe349 Oo433 Oe433 Qe260 pe172 0 ~ 092 pe083 ER 39 346ooo 285e42 0 ~ 000 Oo006 Oooll Oo041 Oe096 Ooll3 Oo113 Oo112 Oolll Oolil 0 ~ 112 Oell2 0.094 0 '69 Oe045 0 '45 ER 4O 346.OO 276.75 O,OOO O.OOS 0.009 O.O43 O.IO2 O. 113 O. 113 Ool12 Oelll Qeiip Oe112 Ool12 Oo099 Oe071 Q ~
e )0 pe112 ER 41 346e07 268o25 0 ~ 000 00008 0 ~ 018 Qe064 0~ 1 4 0 ~ 127 0 '27 Ooi27 Ool26 Oe126 Ool27 Oo126 0.119 Oo080 Oop44 Oo042
4' Vet ispalceaents Shearan Harr clear Plant Unit 1 Pressure (psig)
Date (1986)
Oo00 02/21 9o99 02/21 20ili 02/22 30siO 02/22 4io00 02/22 Sio85 02/22 51e80 02/22 4ie22 02/23 30o21 02/23 30 '4 02/24 41 '0 02/24 4ieil 02/26 20 '7 02/26 10 00 02/26 0 F 00 02/26 Oo00 02/27 Time (hr'mn) 15(29 19!20 00300 05138 10(42 15)48 20107 01)30 06(23 04!00 09!21 00100 05'36 09131 17(03 09(li Inst. A=im. Elev. Dome Vertical Dispalcements Ii D. (Dg.Hn) (Feet) (inches)
DV 01 178.00 440.75 0.000 0.046 0.092 0,130 0,166 0.264 0.266 0.213 0.137 0.132 Oo185 0+155 0 ~ 018 0 ~ 049 0 ~ 089 0 ~ 091 DV 02 45o00 430>00 Oo000 Oo033 Oo070 Oo120 Oo214 Oo353 Oo362 0>308 0>222 Oo219 0)268 0+259 Ool02 Oo032 -0(026 -0)057 DV 03 45+06 430+00 0+000 0<044 Oo092 Oe 148 Oe251 0+399 Oo407 Oe332 Oo241 Oo224 Oo297 0 270 Oo108 0.034 -0 026 "Oi044 DV 04 49142 410 '2 0 F 000 0 '38 0 '85 0 '56 01252 0 '95 0 F 400 0 '30 0 '41 0 '42 0 '15 0 '01 0 '33 0 '57 0 '16 Ot039 Inst. h=fm. Eleve Wall Vertical Displacements I'E (Dg ~ Hn) (Feet) (inches)
WV 06 45o00 375o75 Oo000 Oo020 0 '52 0)097 Oei72 Oo265 Oo268 Oo227 Oo174 Ooibi Oo205 Oe200 Oo 106 0+054 Oo001 -Oe022 WV 07 135e09 375i58 Oo000 Oi022 Os056 Oaii2 . Ooi94 Oo304 Oo305 Oo256 Oo196 Ooi79 0(229 Oo217 Ooii5 Oo057 Oo001 -Oo019 WV 08 225 01 375 F '5 0@000 0@017 0 '46 Ooi03 0 '73 0 '83 0 '85 Oe245 0 183 F 0 '60 0 '07 0+200 0@ 101 Oo049 -0@010 -0 '26 WV 09 314o57 375o58 Os000 0.025 Oi053 Oo094 Ooi60 Oo243 Oo244 Oo212 . Ooi62 Oo147 Ooi83 Oo178 0+092 Oe045 -Oo003 -Oo025 Inst i Azine Eleve Rase Slab Vertical Displacements I. D. (DgoHn) (Feet) (inches)
BV 73 345+59 216o00 Oo000 Oo001 0+002 Oo003 Oo004 Oe004 Oo004 Oo004 Oo003 Os003 Oo004 Oo004 0+003 0+002 0+001 0+001 BV 76 269s59 215s92 Oo000 Oo000 Oe001 Oo001 Oe001 Oi002 0.002 Oo001 Oo000 Oo000 Oo001 Oo001 Oo000 -Oo000 -0+000 Oe000 BV 79 166o00 216e00 0+000 Oo001 Oo001 Oo001 Oo001 Oo002 0+002 0+002 Oo001 Oe001 0 '01 0+001 -Oe000 -0+001 -0+001 -0 '02 BV 82 90o00 216i00 0+000 Oo001 0+002 Oo002 Oe002 Oo003 Oo003 Oo001 Oo001 Oo001 Oo002 Oo002 Oo000 0+000 -0 000 -0+001
~
Rose Sla bedded Bar Strains Shearon Har clear Plant - Unit 1 Pressure (psig)
Dote (1986) 0>>00 02/21 9>>99 02/21 20>>11 02/22 30>>10 02/22 41>>00 02/22 51>>85 02/22 51>>80 02/22 41>>22 02/23 30 21
~
02/23 30>>24 02/24 41>>40 02/24 41>>11 02/26 20 '7 02/26 10>>00 02/26 0>>00 02/26 0>>00 02/27 Time (hrimn) 15>>29 19>>20 00>>00 05>>38 10>>42 15>>48 20>>07 01>>30 Ob>>23 04)00 09>>21 00>>00 05 '6 09>>31 17>>03 09>>ll h-im>> Inner Layer
'>>Inst>>
DE Elev>>
(Dg>>Hn) (Feet) (micro strain)
BS RS 002 270>>27 217>>00 006 270>>27 217>>00 0>>
0>>
29>>
-7>>
61>>
"16>>
101>>
-36>>
155>>
-68>>
227>>
-91>>
233 "93>>
~ 202
-93>> '91>> 163>>
-90>>
161>> 197>>
-93>>
-197>>
95>>
123>>
-79>>
83>>
-61>>
40
'36>>
37 ~
-34>>
BS 025 271>>06 221>>00 0>> 15>> 34>> 62 '00 '42 '46 '25 '00 99>> 123>> -124>> 76>> 52 28>> 25>>
37 ' -121>>
'4>>
026 268>>23 221>>00
'7>>
BS 0~ 17>> 103>> 138>> 141>> 121>> 99>> 99>> 120>> 78>> 29>> 28>>
BS 029 271>>04 225>>00 0>> -9>> 19>> -39>> -64>> -98>> -102>> -89>> -71>> -70>> -.85>> 86>> -54>> -36>> -21>> -18>>
RS 030 268>>23 22S>>00 0>> 7~ 15>> 34>> 68>> 102>> 105>> 93>> 76>> 75>> 90>> "-91>> 60 ~ 43>> 25>> 23>>
Inst>> heim>> Elev. Shear Bars I>> D>> (Dg>>Hn) (Feet) (micro strain)
BS 003 269>>33 216>>00 0>> 0>> 3~ -12>> 23 ~ 23 ~ -19>> -14>> -1S>> -18>> 18>> -7>> 2~ 2~ 2~
RS 004 270>>27 216>>00 0>> 2~ 2~ -4>> -15>> -26>> 22>> -15>> -15>> -18>> 20 -8>> 2>> 2~
BS 019 268>>25 225>>00 0>> -6>> -12>> -14>> -14>> -2'7 -23>> -19>> 13 ~ -14>> -18>>
'9>>
-1>>
RS 020 271>>00 225>>00 0>> 5~ -8>> -4>> 0>> }>> -0>> 2~ 3~ 1>> -2>> 6>> 6>> 8~ 8>>
BS 021 271>>00 220>>83 0>> 2~ -10>> -11>> -13>> -13>> -10>> 7~ -6>> -11>> 10>> 3~ -0>> 3~
BS 022 268>>23 220>>96 0>> 2~ 3~ 2~ 3~ 8>> 8>> 10>> 11>> 10>> 8>> -8>> 12>> 11>> 11>> 11>>
Inst>> heim>> Elev. Outter Layer I>> D>> (Dg>>Hn) (Feet) (micro strain)
RS 001 269>>33 217>>00 0>> 30>> 60>> 104>> 162>> 241>> 247>> 214 '73>> 172>> 209>> -210>> 133>> 93>> 48>> 43>>
RS 005 269>>33 217>>00 0~ 7>> -17>> -38>> -70>> -94 -96>> -97 -92>> -96>> 98>> -80 ~ -60 -36>>
BS 024 271>>06 221>>00 0>> 5>> 8>> 4>> 3>>
'8>> '16>>
22 ~ -21>> -16>> 18>> 22>>
'19
-16>> -1S>>
L BS 027 268>>18 221>>91 0>> 6>> 10>> 10>> 3>> -0>> -1, -10 ~ -16. '-16>> -10>> 13 -20>> '20>>
-19>> -18>>
BS 028 271>>04 225 F 00 0>> 10>> 19>> 34>> 46>> 57>> 57, 42 ~ 26>> 26>> 41>>
'40>>
16>> 8~ 1>> 1. X
)
4
Hain Steam Pen - Strains Shearon Ha on Embedded uclear Plant -Rar Unit 1 Pressure (psig) Oe00 9e99 20eii 30o 10 41e00 51 e85 51e80 41e22 30e21 30e 24 41e40 41e 1 1 20e07 10e00 Oo00 0e00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr tain) 15'29 19e20 00(00 05e 38 10e42 15e48 20o07 01 e30 06o23 04 F 00 09e21 00o00 05o36 09e31 17:03 09;11 Inste hcime Eleve Inner Layer I. D. (Dg.Hn) (Feet) (micro strain)
NS 031 278e49 283e70 Oe 27 e 58 e 103 e 196 e 303 e 311 e 263 e 205 e 205 ~ 2SB ~ -254 ~ 142 e 97e 52e 52e NS 032 270e00 283e65 Oe 30e 72e 159e 277e 435e 424e 367e 279e 275 '42e -342e 210e 139e 83e 104e HS 034 269e42 281e69 Oe 33e 77e 148e 236e 345e 354e 294e 224o 231e 293e -287e 158e 95o 39e 28e HS 035 284e21 278e50 Oe Oe -Oe Oe -Oe -Oe -ie -Oe -Oe Oe -Oe -Oe Oe Oe Oe HS 036 281e50 278e50 Oe -29e -53e -65e -74e -93e -124e -188e -247e -340e -326e 461e -S48e -585e -628e -668e HS 038 274e28 278e50 Oe 38e hie 69e 92e 12ie 120e . 98e 72e 70e 95e -90e 50 '1e 3~ 3e NS HS HS 039'72e55 278e 19 040 278e31 275e00 042 278e49 273e00 Oe Oe Oe 22e 15e 24e 57e 31e 50e 11Se 61 93e
'3e 160e 161e 174e 142e 245e 169e 165e 250e 138e 150e 213e 107e 110e 170e 107e 110 170e
'28e 119e 2iie "96e
-149e
-209e 23e llle 12he
-4e 87 82e
'ie 22 ~
41e
-29' 63e 39e NS 044 278e49 273 F 00 Oe 34e 68e 112e 201e 265e 266e 223 ~ 172e 171e 218e -222e 12ie 63e 10o 10e NS 048 274e31 271e25 Oe lie 77e 128e 230e 379e 416e 375e 331e 369e 443e -468e 364e 326o 295e 29be NS 049 271 e 59 270 e 69 Oe 30e 72e 135e 171e 223e 226 e 186 ~ 140o 145e 191 ~ 184e 102e 61 o 22 ~ 23e HS 050 278e27 268o83 Oe 2~ 14e 2be 22e 20e 17e 14e 13e 15e -14e 8~ 3e -0 ~ 2~
HS 051 269e40 268e79 0~ 25e 4he 69 '00 '15 '17 ' 117
'05 e 104 124e -128e 80e 51e 23e
'Se HS 052 Oe00 Oe00 Oe 25e 35e 105e 159 '64e 142
'e 125 e
'36e 170e -169e 99e 73 e 44e 31e HS 053 274e24 278e50 24e 180e 350e 519e 633e 629e 528e 403. 409, 524e -515e 283e 170e 77 80e
'he Oe HS 054 Oe00 Oe00 Oe lie 33e 61. 108 '14e 219e 188e 142e 142e 178o -174e 100e 61e 28 HS 055 Oe00 Oe00 Oe 30e 60e 94. 314e 515e 531e 461e 383, 387e 471e -471o 311e 236>> 169e 164e
Hain Steaa>> Penne aion - Embedded Strains Shearon Harris Nuclear Plant -BarUnit 1 20>>11 41>>00 51>>85 51>>80 41>>22 30>>21 30>> 24 41>>40 41>>11 20>>07 10>>00 0>>00 0>>00 Pressure (psig) 0>>00 9>>99 30>> 10 02/24 02/24 02/26 02/26 02/26 02/26 02/27 02/22 02/22 02/22 02/22 02/22 02/23 02/23 Date (1986)
Tiae (hr:a>>n) 02/21 15>>29 02/21 19>>20 00>>00 05>>38 10>>42 15>>48 20>>07 01 (30 06>>23 04>>00 09>> 21 00>>00 05 '6 09>>31 17e03 09>>11 Inst>> h"-ia>> Elev>> Hiddle Laver I>> D>> (Dg.Hn) (Feet) (a>>icro strain)
-S>> -11>> -13o 48>> 21>> -33>> -109. -263>> -271>> 588>> -703>> -776>> -884>> -1044>>
HS 056 278>>49 283>>70 0>>
HS 058 278>>31 281>>73 0>> 13>> 35 ~ 60>> 90>> 131>> 128>> 115>> 88>> 89>> ill>> -111>> 65>> 38>> 15>> 12>>
HS 060 284>>21 278>>50 0>> 23 ~ -30>> -31>> -67>> -78 '75>> "62>> -65>> 77 ~ -84>> 80>> -58>> -50>> -44>> 52>>
5>> 4>> -8>> 7~ -12 8~ -16>> -19>> -17>> -19>>
HS 061 281>>50 278>>50 0>> 3>> 1>> '14>>
HS 062 275 '5 278 '7 0>> 23 '2>> 47>> 59>> 78>> 75 '0>>
65>> "
38>> 44>> 49>> -89>> -114>> -153>> -236>>
29>> 4>> 7>> -18>> 23 -26>> -21>> -18>> 25 -23>>
063 274>>28 278>>50 0~ 16>> '2 '24
'6>>
HS '19>>
HS 064 272>>55 278>>19 0>> 10>> 20>> 33>> 37>> 40>> 36>> 15>> -8>> -19>> 7~ 26>> -84 '101 '108 '64>>
HS065h 278>>31 275>>00 0>> 20>> 48>> 70>> 103>> 155>> 160>> 133>> 98>> 102>> 134>> -137>> 76>> 40>> 9>> 8>>
75>> 96>> 124>> 146>> 134>> 148>> 119>> 143>> -153>> 110>> 91>> 71>> 67>>
HS065B 278>>31 275>>00 22 51>>
'24>>
69>> 168>> 249>> 253>> 219>> 182>> 193>> 235>> -247>> 168 89>> 96>>
HS066h 270>>21 275>>08 '>> 41 '3 22>> 34>> 55>> 121>> 151>> 137>> 9'8 60>> 20>> 36>> 44>> -108>> -143>> -169>> -153>>
HS066B 270>>21 275>>08 0>> e
-17>> -39>> -65>> -105>> -155>> -159>> -138>> -112>> -114>> -138>> 141>> -60>> -32 33>>
067 278>>49 273>>00 0>>
'90>>
HS HS 068 270>>00 273>>96 0>> 15>> 31>> 52>> 86>> 118>> 116>> 103>> 84>> 82>> 97>> -98>> 64>> 41>> 11>> 3>>
HS 069 278>>49 273>>00 0~ 13>> 65 '03 '51 '54 '31 '03>> 108>> 130 '133>> 81>> 51>> 21>> 19>>
44>> 63>> 104>> 138>> 136>> 116>> 96>> 102>> 120>> -124>> 82>> 5S>> 33>> 33>>
HS 070 270>>00 272>>78 0~ 20>>
31>> -30>> 9>> "8>> -9>> -9 HS071h 280>>48 270>>67 0>> 9>> 12>> 25>> 30>> 39>> 39>> 33>> 17>> , 16>> ~
24>> 38>> 50e 60>> 56>> 48>> 29>> 33 ~ 53>> 52 ~ 16>> 0~ -11>> 7~
HS071B 280>>48 270>>67 0>> 10>>
'35 '138>>
'9>>
29' 80>> 122>> 157>> 158>> 129>> 91>> 98 66>> 31>> 8~
HS 072 276>>55 270>>71 0>> 54>>
-16 -9 HS 073 274>>31 271>>25 0>> 12>> 2~ -19>> -1S ~ -16>> -21>> -19>> -20 '26>>
13 ~ . ~ -12>> ~
~
HS 074 271>>59 270>>69 0>> -14>> -40>> -5S>> -73>> -91>> -119>> -151>> -235 341>> -373>> -388>> -412>> -441>> ~
HS 075 278>>27 268>>83 0~ 19>> 44>> 70>> 110>> 158, 158, 138 '10, 110, 139, -138 80>> 52>> 18>> ~
-0>> -0 1>> -1>> 1'>> 1>> 0>> 2~ -0>> 1>> 1>> 1>> -0>>
077 0 F 00 0>>00 0~ 1>>
HS
'48 '58>> '51
~
HS 078 274>>24 278>>50 0>> 23>> 135>> 334>> 501>> 570 574>> -582 '56>>
235 '58>>
137>> 137>>~
HS 079 0>>00 0>>00 0>> 16>> 41>> 66>> 110>> 23a ~ 244>> 218>> 180>> 105>> 219>> -2o6 ~ 152>> 107>> 66>>
Hain Steam Pen ion - Embedded Bar Strains Shear on Ha uclear Plant <<Unit 1 Pressure Date (1986)
(psig) 0>>00 02/21 9>>99 02/21 20>>11 02/22 30>> 10 02/22 41>>00 02/22 51>>85 02/22 51>>80 02/22 41>>22 02/23 30>>21 02/23 30>>24 02/24 41 '0 02/24 41>>11 02/26 20>>07 10>>00 02/26 0.00 0>>00 02/26 02/26 02/27 Time (hr)mn) 15>>29 19120 00lQQ 05>>38 10>>42 15>>48 20>>07 01>>30 06>>23 04>>00 09'21 00>>00 05>>36 09>>31 17>>03 09)11 Inst>> hzim>> Elev>> Butter Layer I>> D>> (Dg.Hn) (Feet) strain)
'4>>
'micro HS 085 278>>31 281>>73 0~ 10>> 34>> 47>> 58>> 61>> S9>> 38>> 20>> 19>> 41>> -39 -23 '42 '>>
-45>>
HS 087 281>>50 278>>50 0>> 2~ 2~ 0>> 4>> 3~ 2~ 1>> 5>> 6>>
HS 088 275>>55 278>>27 0>> -1>> -3>> -4 ~ -6>> 7>> -6>> -4>> -6>> -7>> 10>> -6>> -3>> 3~ -6>>
HS 089 274>>28 278>>50 0>> 0>> .10>> 29>> 48>> 61>> 64>> 56>> 49>> 51>> -52>> 37>> 26>> 21>> 23>>
HS 090 272>>55 278>>19 0>> -1>> -3>> -9>> 3~ -4>> 5 -Bo 3~ -11>> -7 ~
HS 092 270>>21 275>>08 Qo 10>> 25>> 41>> 83>> 82>> 69>> 53 S3>> 70>> -70>> 34>> 16>> 2~ -5>>
-69>>
'2>>
HS 093 278>>49 273>>00 0~ 8>> 20>> 29>> 46>> 72 ~ 73>> 64>> 53>> 65>> 42>> 27 12>> 6>>
-67>>
'0>>
HS 094 270>>00 273>>96 0>> 4>> 22 ~ 2S>> 72 72>> 62>> 49>> 38>> 32 ~ &>>
HS 095 278>>49 273>>QO Qo 17>> 26>> 41>>
'1>>
bio 54>> 45>> 44>> 54>> -53>> 30 '7>> 5>>
HS 096 270>>00 272>>78 0>> -8>> -17>> 23 ~ -18>> -44>> -49o -45>> -63>> -75>> 106>> -92 '84>> 75 ~ -76>>
HS 097 280>>48 270>>67 Oo 0~ -0>> 10>> 13>> 14>> "12>> 13>> 14>> 10>>
HS 098 276>>55 270>>71 Oo 3~ 6>> 2~ -1 o 2~ -4>> 0~ 1>> 2~ ? ~ 11>> 15>>
HS 100 271>>59 270>>69 0>> -0>> -Oo -4>> -8>> -13 -10>> 7~ -4 ~ -138 '143>> 1S1>> -148>> -148 '150 '152>>
HS 100 271>>59 270>>69 0>> -0>> -0 ~ -4>> -8>> '13>>
-10>> -7>> -4>> -138>> -143>> 151>> -148>> -148>> -150>> -152>>
HS 101 2?8>>27 268>>83 0>> -8>> -20 -26>> -44 -60>> -60>> -53>> 4'? ~ -41>> -49>> 46>> -20>> -7 ~ 8>> 12>>
'?
HS 103 0>>00 0>>00 0~ e? ~ '>> -10>> 7 5'? ~ 55 ~ "S7>> -54>> -48>> -54>> 56>> -44>> -38>> ?7 -24
'7 HS 105 0>>00 0>>00 0~ 3~ 10>> 13>> 24>> 26>> 20>> 12>> 14>> -29>> -40>> 53 HS 106 0 F 00 0>>00 0>> -15>> "18>> -45>> -91>> -97>> -90>> -81>> -80>> -89' 92>> -66>> -49>> -33>>
C-Cp 1
t>>?
- Strains EquiPment H Embedded Dnr Shearon Hnrris uclear Plunt Unit 1 Pressure (psig)
Dote (1986) 0>>00 02/21 9>>99 02/21 20.11 02/22 30>>10 02/22 41>>00 02/22 51 '5 0~/22 51>>80 02/22 41>>22 30>>21 02/23 02/23 30>>24 02/24 41>>40 02/24 41>>11 02/26 20.07 02/26 10>>00 02/26 O,OO 02/26 0>>00 02/27 Time (hr(mn) 15>>29 19 '0 Ooioo 05!38 ioi42 1S>>48 20)07 Ol!30 06>>23 04 F 00 09!21 00>> 00 05>>36 09 '1 17>>03 09>>11 Inst>> h-in>> Eleve Inner Layer I. D. (Dg.Hn) (Feet) (micro strain)
EQ 111 345>>58 318>>07 0>> 38>> 94>> 214>> 353 '05 '11>> 430>> 335>> 337>> 422>> -419>> 245>> 158>> 82>> 72 EQ 112 345>>59 311>>42 55>> 137>> 270>> 413>> 570>> S77>> 474>> 357>> 359>> 467>> -464>> 250>> 150>> 62>> 54>>
EO 113 332 57 312 42 0>> 30>> 56>> 116>> 233>> 359>> 368 '17>> 253>> 259>> 317>> -322>> 206>> 148>> 96>> 90>>
EQ 114 337>>48 307>>17 0>> 25>> 90>> 204>> 505>> 506>> 278o 120>> 118>> 203>> -138>> 51>> 10 '13>> -26>>
EO 115 327 44 279 96 0~ 15>> 36>> 88>> 142 '93>> 194 '57>> 115>> 112 '49>> -146>> 69>> 34>> 3~ 7~
EQ 116 333>>19'97>>96 0>> 8>> 13>> 30>> 62>> 92>> 94>> 72>> 50>> 49>> &7>> -63>> 22>> -6>> -13>>
EO 117 333>>04 282>>95 0>> 27 57 '18 '63 '80 '03 '54 '79' 377 '48 '50 '13>> 242 '78 '76 EQ 119 346>>09 283 '3 'e 156>> 282>> 444>> 621>> 626>> 523>> 406>> 411>> 523>> -518>> 298>> 194>> 100>> 97>>
EO 120 346,00 277,79 0>> 28>> 71>> 206>> 327>> 444>> 451>> 389>> 312>> 311>> 385>> -384>> 239>> 165>> 95>> Bbe
'36>>
'Q 121 3S4>>20 288>>63 0>> 25>> -55>> -13 93>> 96>> 71>> 44>> 67 -57>> 16>> 3~ 22 ~
EQ EO 122 4>>23 298>>12 0>>
16>>
2>> 9>> 17>>
'0>>
79>> 77>> 57 1>> 44>>
'3>>
-44>> 3~ -6>> -20 33 ~
123 357>>43 297>>93 0>> 25>> 56>> 112 '49 '51 '31 '03 '01 '25>> -123 '4>> 48>> 23>>
'2>>
EO 124 354>>17 307>>04 0>> 1S, 26>> 79>> 128>> 191>> 195>> 162>> 123>> 123>> 154>> -154>> 85>> 54>> 25 17>>
Inst o hzim>> Eleve Niddle Lover Ie De (Dg.Hn) (Feet) (micro strain)
'47>>
EQ EO EQ EO 125 318,O7 3O5.OO 128 337>>48 307>>17 130 333>>19 297>>96 132 337>>46 288>>64 0>>
0>>
0~
0>>
15>>
16>>
37 25>>
31 43>>
'1>>
'4>>
73 ~
32>>'54>>
45>>
40 43>>
70>>
48
'8>> 51>>
118>>
90>>
229>>
121>>
89>>
187 35>>
98>>
68>>
23>>
74>>
4S>>
148>>
2S>>
73>>
42>>
183>>
33>>
94>>
66>>
-178>>
-36>>
-93 '31>>
'70>>
97>>
14>>
51 26>>
~
64>>
1>>
28>>
4 27>>
-8>>,
-13 Be 24>>
-Be
'6>>
~
L-EQ 133 346>>00 277 '9 0~ . 15>> 39 124>> 180 '86>> 153 '18 '22 '52>> '>>
-152>> 86, 25>>
'5>>
23.
EQ 134 346>>09 283>>63 25>> 59>> 107>> 194>> 284>> 280>> 231>> 172>> 171 229>> -224>> 114>> 62>> 19>> 26>>
EQ 135 3S4>>20 288>>63 0>> 19>> 3'9 ~ 74>> 104>> 147>> 148>> 121>> 90>> 87>> 115>> -113>> 59>> 31>> 6>>
EQ 13& 4>>23 298>>12 0>> 16>> 33>> 52 75 102>> 103>> 83>> 60>> 62>> 82 40>> 19>> -0>> 2~
'1>>
~ ~
EQ 138 354>>17 307>>04 0>> 23 35 40>> 81>> 82>> 65>> 50>> 66>>
'1>>
-64 3>> ~ 16>> -1 ~
C)
Equipment Embedded Bar Strains Shear on Har uclear Plant - Unit 1 Pressure (psig) 0>>00 9>>99 20>>ll 30>> 10 41>>00 51>>85 51>>80 41>>22 30>>21 30>>24 41>>40 41>>ll 20>>07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hrlmn) 15>>29 19 '0 00>>00 05>>38 10)42 15>>48 20>> 07 Ol>>30 06>>23 04>>00 09>>21 00>>00 05>>36 09!31 17>>03 09>>11 Inst>>
Ie EQ EO De h=im.
(Dg>>Mn)
Elev>>
(Feet) 139 345 SB 318 07 140 345>>59 311>>42 Outter Layer (micro strain) 0~
0>>
7~
29>>
16>>
80>>
30>>
165>>
45>>
218>>
63>>
285>>
65>>
289>>
S4>>
239>>
43>>
182>>
42>>
182>>
52 ~
243>>
-51>>
-232>>
28>>
127>>
18 71>>
'e 19>>
10>>
32 ~
EQ 141 332>>57 312>>42 0>> 23 ~ 36>> 95>> 193>> 198>> 172>> 142>> 138>> 170>> -170>> 116>> 89' 62>> 63>>
EQ 142 337>>48 307>> 17 0>> 16>> 36>> 61>> 174>> 240>> 243>> 208>> 167 '69>> 217 '204>> 139>> 106>> 68>> 73>>
EQ 143 327>>44 279>>96 0~ 15>> 36>> 62>> 95>> 149>> 154>> 131>> 102>> 102>> 134>> -135>> 82>> 57 ~ 31>> 31>>
EQ 144 333>>19 297>>96 0~ 12>> 31>> 58>> 105 '09 '2>> 75>> 75>> 102>> -94>> 67>> 54>> 36>> 39 EQ 145 333>>04 282>>9S 0~ 20>> 40>> 113>> 201>> 246>> 249>> 206>> 164>> 168 '13>> -214>> 130>> 93>> 50>>
'4>>
EQ 146 337>>46 288>>64 0>> 16>> 3S>> 73>> 175>> 272>> 282>> 241>> 195>> 194>> 244>> -239>> 163>> 124>> 84>> 85>>
EQ 147 346>>00 277>>79 0>> 9>> 10>> Be 23>> . 33>> 28>> 17>> 8>> 1>> Be -1>> -19>> -29 '41>> -41>>
EO EQ 148 346>>09 283>>63 149 354>>20 288>>63 0>>
0~
24>>
12>>
62>>
28>>
111>>
50>>
178>>
97>>
248>>
174>>
248>>
183>>
206>>
162>>
152>>
133
'51>>
133>>
208>>
168>>
-200>>
-165>>
101>>
115
'0>> 89>>
13>>
59>>
16>>
61>>
EO EO 150 4>>23 298>>12 151 357 ~ 43 297>> 93 0~
0>>
3~
12>>
19>>
21>>
43>>
17>> 19>>
99>>
54>>
100>>
60>> .
84>>
46>>
62>>
34>> '7>>
58>> 81>>
53>>
-80>>
-50 ~
42
'8 28>>
19 12>>
6>>
'3>> Be
-192>>
'1>>
EQ 152 354>>17 307>>04 0>> 17>> 45>> 77>> 152>> 237>> 238>> 203>> 166>> 159>> 204>> '24>>
40 43>>
C
Spring L Embedded Bar Strains Shearon H uclear Plant - Unit 1 Pressure -(psig ) 0>>00 9>>99 20>>ll 30>>10 41>>00 51>>85 51>>80 41>>22 30>>21 30 24
~ 41>>40 41>>11 20>>07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr lmn) 15>>2'9 19>>20 00>>00 05>>38 10>>42 15 '8 20(07 01 '0 06 '3 04 F 00 09!21 00>>00 05(36 09)31 17>>03 09>>11 Inst>> hzim>> Elev>> Inner Layer I. D>> (Dg>>Hn) (Feet) (micro strain)
SL 081 271>>11 377>>50 0>> 25>> 55>> 91>> 142 '11 '15>> 187>> 146>> 142>> 178>> -178>> 94>> 53 ~ 21>> 16>>
SL 0&2 2?1>>11 377>>75 0~ 25>> 62>> 194>> 285>> 288>> 241>> 180>> 173>> 231>> -222>> 111>> 60>> 18 15>>
'11>>
SL 083 268>>49 377>>75 0>> 5>> 21>> -49>> 283>> 402>> 410>> 352>> 279>> 277>> 324>> -324>> 146 35 ~
'36>>
-12 heim>> Elev>> Outter Layer 'nst.
I>> D>> (Dg>>Hn) (Feet) (micro strain)
SL 107 271>>11 377>>33 0>> -28>> -73>> -110>> -175>> -248>> -249>> -201>> -141>> -146>> -198>> 195>> -90>> 42 5>> 3~
SL 108 271>>ll 377>>00 0~ 20>> 66 110>> 152>> 196>> 195>> 153>> 104>> 107>> 154>> -154>> 63>> 28>> -4 ~
SL 109 269>>07 377>>33 20>> 41>>
18'7'78>> 476 '01 '15 '17 '99 '90>> 233>> 160>> 97>> 93>>
SL 110 269>>07 377>>00 0>> -8>> -21>> "45>> -108>> -158 '160>> -142>> -113 '115>> -139 '39>> -89>> -63>> -35>> 32 ~
Rosette Element Strains Shearon Kar ri clear Plant - Unit 1 Pressure (psig)
Date (1986) 0>>00 02/21 9>>
95'2/21 20>> 11 02/22 3Q ~ 10 02/22 41>>OQ 02/22 51>>85 02/22 51,80 02/22 Ri >>22 02/23 30>>21 02/23 30>>24 02/24 41>>40 02/24 41>> 11 02/26 20 '7 02/26 10>>00 02/26 O>>00 02/26 0>>00 Q2/27 Time (hr)mn) 15>> 29 19>>20 00>> 00 05>>38 10>>42 15>>48 20>>07 01>>30 06>>23 04>>00 09>>21 00>> 00 05>>36 09>> 31 17>>03 09>>11 Inst. Azim>> Elev>> Base Slab Gages I>> D. (Dg>>Hn) (Feet) (micro strain)
BS Oih 269>>33 218>>25 0>> -8>> 6>> 8>> S4>> 85' 53>> . 74>> 94>> 74>> 64>> 119>> 162>> 157>> 141 121>>
BS 01R 269>>33 218>>2S 0~ -49>> -76>> -130 ~ -73>> -98>> -189>> -134 -61 -111>> -162>> 7 e 100>> 154>> '69>>
180 RS Q1C 269>>33 218>>25 0~ -59 o -130>> -195>> -216>> -267>> -258>> '321>> '176>>
-202>> -268>> -203>> -31>>= 42>> 100>> '2>>
RS 02h 269>>33 217>>33 0>> 11>> 51>> 5'5' 117>> 135>> 119>> 128>> 134>> 123>> 111>> 127>> 137>> 136>> 117>> 90>>
BS 02B 269>>33 217>>33 0~ -10>> 17 ~ "65>> -59>> -94>> -148>> -101>> -34 -56>> -97>> -25>> 132>> 176>> 165' 1S2 ~
BS 02C 269>>33 217>>33 0>> -15>> -58>> -136>> -203 -286>> -303>> -261 '197>>
-226>> -304>> -343>> -188 -76>> -40 18 RS 03h 269>>33 216>>83 0>> -18>> -16>> 7>>
'32>>
196>> 120>>
'47>>
179>> 135>> 135>> 223 ~ '93>>
300>> '66>> '26>>
BS 03B 269>>33 216>>83 0>> 2~ -17>> -56>> -41>> -71>> -122 -75>> -19>> -40 -76 -1R ~ 102>> 142>> 151>> 133 RS 03C 269>>33 216>>83 Oo 25>> 5S>> 1&o 21>> -21>> '63>>
-29>> 17>> '9>> '37>>
2~ 104>> 123>> 88>> '8>>
BS 05h 265'>>33 216>>00 0>> -28>> -54>> -52>> 56>> 137>> 84>> 82>> 76>> 53>> 70>> 121>> 140 150>> 138 108 BS 05B 269>>33 216>>00 0~ -76>> -942>> -964>> -806>> -703>> -751>> -721>> -669>> -662>> -642>> -524>> '65'9>>
-240>> '30>>
'0>>
BS 05C 269>>33 216>>00 0>> -145>> -1530>> -1560>> -1532>> -1R5'7>> -1513>> -1414>> -1286>> -1306>> -1426>> -1393>> -1139>> -524>> 303>> 277 ~
RS Obh 269>>33 216>>00 0>> -36 25>> 2>> 43>> 70>> 39>> 49>> 69>> 59>> 39>> 86>> 141>> 1R2>> 118>> 101 RS 06B 269 '3 216>>00 BS 06C 26'9>>33 216>>00 0>>
0>> 56>>
'1>>
39>>
138>>
193>>
492>>
380>>
75'5>>
518>>
1010>>
486>>
966>>
458
01>>
414e 75'5>>
393>>
767 433>>
883>>
483>>
9RO>>
399>>
750>>
415>>
807>>
433
'13>>
783>>
'12>>
DS 07h 269>>33 216>>00 0~ 8>> 181>> 289>> 360>> 322 ~ 262>> 331>> 385 '86>>
290>> -90>> 8>> -94>> -274>> -482>>
BS 07R 269>>33 216>>00 0>> 149>> 949 1084 1145 1129>> 1092>> 1154 1052 1007 S13>> 407>> 51>> -568 -835>>
'3
'151>>
-1243
'5 '4>>'3 BS 07C 269 216>>OQ 0~ 184>> '691>> '814>> '882>>
1873>> 1806>> '&52 1826>> '532>> '467>>
662>> 567>> 135>> '918>>
'84>>
'S 0&h 269>>33 216>>00 0>> -20 22 ~ -5>> 70>> 9h>> ~ 5'3>> 69>> 61>> 124>> 191>> 157>> 122 BS OBB 269>>33 216>>00 0>>
8~ 21 17 27>> 24>> 23 ~ 21>> 39>> 45'>> 47>> 40 '6>>
BS 0&C 269>>33 216>>00 0>> 7~ -S>> 2~ 47 '5>>
'5 38>> R4>> 38>> 30>> 65 91>> 90>> '7>>
61>>
BS 09h 270>>27 218>>25 0~ -6>> 3~ 3~ 35>> 44>> 7~ 34>> 55 39 23 ~ 66>> 120>> 124>> 119>> 103>>
BS 09C 270>>27 218>>2S 0>> -33>> -136>> -172>> -216>> 235>> -186>> -137>> -196>> -165>> -SO>> 7>> -160>> -178
'1 o
9 '147>>
'S 10h 270>>27 217>>33 0~ -37>> -54>> 73 ~ -49>> -53>> -91>> -61>> 33 ~ -58 -77>> -35>> ~ 47 88 ~ 73>>
RS 10B 270>>27 217>>33 0>> -57>> -125>> -2QR>> -245' -326>> -366>> -309>> -246>> 'o54
~ -310>> -276>> -123>> '37>>
61>> 27 BS lOC 2'70 27 217.33 0~ -58>> -165>> -245>> -289>> -365>> -415>> -344>> -25~ -264>> -339>> -291 -79>> 38>> 120>> '01>>
RS 13B 270>>27 216>>00 Q>> -91. -620>> "607>> -S49>> -512>> -527>> -470>> -35'7>> -400>> -468>> -446 -296>> 18>> 359>> 353 RS 13C 270>>27 216>>00 0~ -158 '1257>> -1135'>> -1023>> -938>> 942 ~ -875>> -768>> -77S>> -&77>> '859>>
-638>> -105>> 667>>
BS 14B 270>>27 216>>00 0~ -270>> -127>> 1497. 553. 1130, 1230, 1676>> 1683>> 1S20. 1523 1113>> 1826>> 1919>> 3747>> 3308>>
BS 14C 270>>27 216>>00 0~ -248>> 62>> -44. -1180. -2541 -2508 -2295. -2283. -225'0 -2104 -2139 -1893 -1912. -1891. -1869>> W RS RS 15h 270>>27 216>>00 15B 270>>27 216>>00 BS 15C 270>>27 216>>00 0~
0~
0>>
-18>>
108>>
234>>
-15>>
819>>
1732>>
814 39>>
'876>>
81>>
837>>
1937>>
62>>
823>>
15'17>>
13>>
775' 1863
'2. 846>>
1932>>
100>>
862>>
1933>>
72>>
834>>
1903>>
55>>
827>>
1900
'06>> 873 1956>>
~
201>>
906>>
1935' 128>>
773 ~
1611>>
147>>
294
'58>>
iaR 26' Q
~
C)
closet e Element Straxns Shearon Ha uclear Plant - Unit 1 Pressure (psig) 0>>00 9>>99 20>>ii 30>> 10 41>>00 51>>85 51 >>80 41>>22 30>>21 30>> 24 41>> 40 41>> 11 20>>07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr:mn) 15129 19>>20 00>>00 05>>38 10>>42 15>>48 20>>07 01>>30 06>>23 04>>00 09>>21 00>>00 05>>36 09 '1 17>>03 09>>li Inst. A"im>> Elev>> Equipment Hatch Gages Ie De (Dg.Hn) (Feet) (micro strain)
EO EO 19h 345.58 318 07 19B 345>>58 318>>07 0>>
0>>
-67>>
Be
-155>>
-54e
-326
'121>>
-510>>
-541>> '723>> -720>>
-736>>
-690>>
-659>>
-727>>
-558>>
-724
-5S3 ~
-695>>
-642>>
-406
-649>>
-S54>>
-463>>
-740
-354>>
-654>> '586>>
-239>> -224>>
-551>>
EO 19C 345>>58 318>>07 0>> -12>> -44>> -71>> -102 -115>> -114>> -69>> '1S>>
-9>> '51 e -57>> '6>>
84 120>> 127>>
EQ 20h 345>>59 311>>42 0>> -43>> -119>> -250>> -409>> -580>> -581>> -477>> -356 -350>> -462>> -464>> -245>> -144>> -51>> -34>>
EO 20B 345>>59 311>>42 0>> -16>> -66>> -140>> -241 -350 -352>> -279>> -195>> -265>> -26'9 e -131 -65>> -Bo 5>>
'2
'201 EO 20C 345 59'11 0>> 7>> -Se -31>> '51>> '90>>
-86 ~ -67>> '42>>
42 -57>> -62>> '24>>
-4>> 13>> 21 ~
EO 21h 332>>57 312o42 0. -23 -58>> -138>> -290 -447>> -453>> -382>> -297 '295>>
373 ~ -382>> -227>> -151>> -9S e 77 ~
EO 21B 332>>57 312>>42 0>> '29>>
-60>> -115 ~
'209>>
-325>> -333 -268>> '191
-196 -256>> -260>> -123>> -63>> -16>> -11>>
EQ 21C 332 57 312 42 0~ -17>> -~8>> "36>> -40 -59' '58>>
-41>> '28>>
'30
-36>> -36>> -13>> -3>> 30 33 EQ 22h 337>>48 307>>17 0>> -20>> -63>> -216>> '438>>
-6SO>> -652>> -563>> -457>> '446>>
-542>> 557 ~ -368>> -270 '179 '161 e
EO 2 B 337.48 307. 17 0~ 22 -59>> -165>> -298>> -425>> -421>> 353 -279>> -273>> -335>> -347>> -224>> '153>>
'98>>
-79>>
EO 22C 337>>48 307>> 17 0~ '>>
10>> 19>> 20>> 29>> 39>> '9>>
32>> 40>> 45 ~ 40>> 21>> 14>> 10>> 18>>
EO 23h 327>>44 297>>96 0>> 5~ -3>> -23 -126>> -177>> -168>> -135>> -10S>> -95>> '124 -138>> '86>> -56>> -22>> -lie
- >>0>>
EQ 23B 327>>44 297>>96 0>> 5~ -14>> ~
'7
-124>> -173>> -168>> -137>> -106>> -103>> '128>>
-135>> -79 -Sle -27>>
EO 23C 327>>44 297>>96 0>> -34>> -66>> -109' -174>> -231>> "226>> "197>> . -163>> -161 -187>> -196 '135>>
-93>> -47>> 37 ~
EQ 24h 333,19 297,96 0>> 2~ 2>> 3~ -16>> -'16 e -16>> -15>> -17>> -14>> -18>> -21>> 22 ~ -20>>
EO EQ 24B 333 24C
'9 '6 297 333>> 19'97>>96 0~
0>> 12>>
2~ 2~
19>>
26>>
48>>
67>>
84 91>>
121>>
90>>
128>>
75>>
103>>
59>>
71>>
55>>
67>>
65>>
86>>
71>>
80>>
47
'2>>
34>>
3>>
14
'3
-32>>
be 25h 333>>04 282>>95 0>> 26>> 63>> 138 '36>>
493>> 499>> 430>> 347>> 338>> 424>> 433>> 281>> 201 '26>>
116 EO EQ 25B 333>>04 282 '5 0>> -1 ~ 18>> '4>>
199>> 301>> 269>> 250>> 220>> 192>> 234>> 266>> 238>> '05>>
148 '22>>
EQ 25C 333>>04 282>>95 0>> 21>> 33 49>> 38>> 51>> 68>> 42 15>> 15>> 38>> 23>> -31>> -4S>>
'18>>
'50>>
-44>>
EQ 2bh 3'3/>>46 288>>64 0~ 3~
'le
-18>> -36 e -42>> -49>> '46>>
-42 -53>> -53>> -48>> 27 ~ -19>> -ibe -24>>
EO 26B 337>>46 288>>64 0>> -1>> 4>> 60 154>> 2'>>8 230>> 207>> '70>>
164>> 195>> 196>> 138>> 104 72 63>>
EO 26C 337>>46 288>>64 0>> 30>> 72>> '30>>
458 651>> 662>> 575 466>> 462>> 560>> 559>> 363>> '60>> '62>>
151
'44 EO 27h 346>>00 277>>79 0>> 3>> 54. 169>> 363>> 548>> 529>>
'60>>
374>> 362>> 450>> 474>> 318>> 239>> 171>>
EQ EO 27B 346 F 00 277 27C 346>>00
'9 0>>
0~
-il>>
-lie lie 7~
70>>
67>>
203>>
165 347>>
269>>
339>>
272>>
278>>
222>>
208>>
151>>
197
'46>>
268>>
203>>
278>>
204>>
153>>
80>>
110>>
39>>
76>>
>>0 ~ 12>>
'0>>
277>>79'Q 28h 346,09 283,63 0~ ~. e>>
146>> 250 '25>>
616>> 619>> 510>> 394 ~ 389>> 507>> 506 295>> 189' 91>> 83 ~
EO 28B 346>>09 283>>63 0~ 27 ~ 82>> '60>>
273>> 412>> 420>> 3S9 ~ 288>> )8>> 347 '47>>
217>> 148>> 85>> 72 EO 28C 346>>09 283>>63 0~ 3~ -2>> 45>> 131>> 228>> 224>> 207 173>> '01>>
214 >> 177>> 150 115 '02 18'05>>
3>>>>
'41 29h 354>>20 288>>63
'29>>
77 ~ 275>> 4S2 633 e 637 404>> 524 e 527>>
'19>> '32>>
EO EO 29B 354 '0 288>>63 29C 354>>20 288>>63 0>>
0>>
23>>
48 114>> 245,
-65>>
380>>
-84>>
~
506>>
-ilae -117>>
'08>>
404>>
-120 292 296 396>>
-125>>
396 197>>
-95>>
110 27>>
-68>>
e 16>>
-74>>
EO 0>> '4>>
29 ~ '117>> '120>>
'115 '74>>
EQ 30h 4>>23 298>>12 0~ 2>>
'3>>
41>> 185>> 271>> 268>> 23S>> 195>> 186 ~ l >>
~
'31>>
177>> 148>> 114>> 102>>
EA 30B 4>>23 298>>12 0>> 14>> 70>> 120>> 126>> 100>> 71>> 70>> 90>> 50 33 9>> 1>>
EO 30C 4>>23 298>>12 0~ -18>> -30>> -17>> -14>> -4>> 3>> -15>> >>9 ~ -37>> -~5 ~ ~
'm
'47>>
-48 -59>>
Rose ge Elerr>>ent Strains Shearon H Nuclear Plant - Unit 1 Pressure Date (1986)
(psig) 0>>00 02/21 9>>99 02/21 20>>11 02/22 30>>10 02/22 41 F 00 02/22 51>>85 02/22 51>>80 02/22 41>>22 02/23 30o21 02/23 30>>24 02/24 41 '0 02/24 41>>11 02/26 20>>07 02/26 10>>00 02/26 0>>00 02/26 0>>00 02/27 Tirr>>e (hr'nn) 15129 19>>20 00>>00 05>>38 10142 15>>48 20>>07 Ol>>30 06>>23 04>>00 09>>21 00>>00 05>>36 09 '1 17103 09>>11 Inst>> hzii>>e Elev>> Equipaent Ha tch Gages I>> D>> (Dg>>Hn) (Feet) (rr>>icro strai n)
EO 31h 3S7 ~ 43 297>>93 0>> -6>> -13>> -12 ~ -15>> -6>> -4>> 5>> -12>> -1>> 2~ 6>> 3~
'0>>
~
EO EO 31B 357>>43 297>>93 31C 357>>43 297>>93 0>>
0>>
2~
11>>
3>>
20>>
16>>
60>> '14>> 63>>
114>>
89>>
164>>
83>>
159>>
74>>
132>>
64>>
90>>
61>>
94>>
65>>
118>>
75
'22>>
64>>
65>>
49>>
36>>
34 '>>
21>>
-11>>
Ea 32A 354>> 17 307 EO 32B 3S4, 17 307,04
'4 0>>
0>>
20>>
7~
56>>
-6>>
311>>
58>>
534>>
134>>
732 205>>
~ 739>>
210>>
627>> 495>> 489>> 601>> 609>> 378>> 259>> 146>> 127>>
104>> 148 164 171>> 118>> 04 ~ 57 47 Ea 32C 354.17 307.04 0>> -4>> "12>> 32 -44>> -51>> -55>> -4' '38>>
13'44>> '54
-50>> -30>> -20>> '16>>
'nst>>
Azirrr>> Elevo Hain Steair Pennetration Gages I >> D>> (Dg>>Hn) (Feet) (rr>>icro strain)
HS 33h 278>>31 201>>73 HS 33B HS 33C 278>>31 201>>73 278>>31 281>>73 0>>
0>>
0>>
28 40
'9>>
'6>>
57 ~
88>>
101>>
108>>
169>>
167>>
233>>
364>>
237 363
~
'51>>
237>>
370>>
681>>
207>>
325
'26>>
163>>
281>>
551
'50>> 275
'42>>
199>>
322>>
612>>
204>>
326>>
623>>
131>>
2S7>>
494>>
92>>
218>>
420
'7>> 175>>
344>>
41>>
167>>
331>>
HS 34A HS HS 269>>42 201>>69 34B 269>>42 281>>69 34C 269>>42 201>>69 0>>
0>>
0~
16>>
14>>
36>>
29>>
43>>
07>>
58>>
70>>
89>>
115>>
127>>
147>>
123>>
138>>
89>>
104>>
52 ~
72 ~
49'>>
68>>
81>>
97>>
84>>
106 14>>
60>> '17>> 32>>
-40>>
4~
-51>>
5~
162>> 203>> 408>> 410>> 361>> 300>> 289>> 346>> '56>>
250 109>> 121>> 106>>
HS 35h 204>>21 270>>50 0>> -1>> 135>> 207>> 202>> 120>> 43>> 32>> 113>> 118>> -22>> a~ -151>> -163>>
HS 35B 204>>21 270>>SO 0~ 12>> 55 ~ 128>> 192 240 101 130>> 120 169>> 179 102>> 40. -10>> 27 ~
204>>21 270>>50 22'77>>
HS 3SC 0>> 25 ~ 41>> 65>> '15>> '77>> '62>>
146>> '34>>
150>> 130>> 110 68 58>>
'14>>
'54>>
HS 36h HS 36B HS 36C 201>>50 270>>50 201 ~ 50 270>>50 281>>50 278>>50 0>>
0~
0>>
63>>
4S>>
1>>
'2>> 120>>
96>>
8>>
233>>
18'9>>
429>>
384
'01>>
595>>
602
'91 597>>
620>>
196 499>>
532>>
175>>
382>>
432>>
149>>
370>>
419>>
138 402>>
515>>
164>>
489>>
175>>
204>>
356>>
139>> 114
'69
'64>>
106>>
07>>
'9>>
43
'74
'S>>
HS 37h 275>>55 270>>27 0>> 27 ~ 58>> 139>> 293>>
'93>> '20>>
470>> 400 '91>>
462 476>> 350 '82>>
219' 207>>
HS 37B 275>>S5 278>>27 0~ 29>> 01>> 164 303 466>> 469>> 419>> '5'9>>
351>> '05>>
412>> '24>>
264>> 201>> 180>>
HS 37C 275>>55 278>>27 0>> 14>> 37 ~
'9>> '1>>
56>> 43 22 ~ -11>> ll>> 12>> -~0>> -56>> -03>> -05>>
HS 38A 274>>28 278>>50 0>> 36>> 41>> 39>> 82>> 125>> '25>>
110>> 87>> 00>> 100>> 104>> 61>> 30>> -0>>
HS 38R 274>>20 278>>50 0>> 20>> 136>> 246>> 390>> 504 513>> 439>> 367>> 350>> 440 301>> 217>> 134>>
HS 38C 274>>28 278>>50 0>> 33 193>> 379' 554 734>> 634>> 520>> 509>> 638>>
'30>>
'39>>
408>> 204>> 166>>
HS 39h 272>>5S 270>>19 HS 39B 272>>55 278>>19 0>>
0~
39>>
21>>
BS>>
47 185>>
100 ~ 178 549 231>>
550 223
~ 402>>
165>> 104>>
381
'5>>
463
'52>>
477
'61>>
334
'6>>
31>>
155>>
-14>>
130>>
24
~fg
'40>>
~
HS 39C 272>>55 270>>
19'S 0>> 4>> '3>>
<<0 '0>>
31>> ~
'2 5~
'94>> -21>> -31>> -i~>> Q ~ -~6
'47>>
~ 3 o~ 37 ' -45>>
HS 40A 278>>31 275>>00 40B 270>>31 275>>00 0>>
0>>
19'>>
43>>
36>> 64>> 103 139>> 140>> ill>> 77>> 75>>
pc'0 105 104 40>> 21>> ~ -6>>
96>> 171>> '64>>
381>> 394 333 263>> '19
'17>>
196>> 126>> 54>> 46>>
HS 40C 278>>31 275>>00 0>> 42>> 95>> 166>> 255 369>> 271>> 267>> 43>>
3 >>2 201>> 120>> S4>>
'37
'83>>
I
'22
~
HS 4lh 270>>21 275>>08 0>> 10>> ~0>> 35>> 50>> 90>> 92 ~
'7>>
38>> 30>>
'4>>
62>> 9>> 5 -16 -10>>
HS 41B 270>>21 275>>00 0>> 20 ~ 60>> 119>>
ill 106>> 264>> 264>> 222>> 102>> 175>> 213>> 219>> 155>> 112>> 4S>>
'9 HS 41C 270>>21 275 ~ 00 0~ 40>> ~ 203 327>> 471>> 479>> 432 362>> 351>> 413>> 420>> 294 210>> '14>>
90>>
Roset e Element Strains Shearon Har uclear Plant - Un Pressure (psig) 0>>00 9>>99 20>>ii 30>>10 41>>00 51>>85 51>>80 41>>22 30>> 21 30>>24 41>>40 41>>11 20>>07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Tine (hr:mn) 15 '9 19>>20 00t00 05t38 10 '2 15 '8 20 '7 01>>30 06t23 04>>00 09>>21 00t00 05>>36 09>>31 17>>03 09>>li Inst>> hzime Elev>> Hain Steam Pennetration Gages Io D>> (Dg.Hn) (Feet) (micro strain)
HS 42h 278>>49 273>>00 HS 42B HS 278>>49 273 F 00 42C 278>>49 273>>00 0>>
0>>
0>>
23
>>0 20>>
~
~
42>>
47>>
53
'0>> 91>>
114>>
100>>
156>>
213>>
118>>
220>>
340>>
117>>
219>>
338>>
93>>
185
9>>
'00 144>>
240>>
68>>
134>>
232>>
93>>
173>>
285>>
91>>
176>>
29'3>>
42>>
109>>
200
'4>> 70>>
138>>
-18>>
29' Bi ~
-20>>
19>>
66>>
HS 43A 270>>00 273>>96 0>> 26>> 49' 74>> 117>> 169>> 176>> 154>> 126>> 121>> 152>> 154>> 97>> 64>> 29>> 25>>
HS 43B 270>>00 273>>96 0~ 32>> 65>> 106>> 173>>'84>>
249>> 253>> 215>> 172 167>> 207>> 212 141>> 93>> 45>> 40>>
HS 43C 270>>00 273>>96 0~ 22 54>> 107>> 275>> 271 241>> '96>>
186>> 227>> '36>>
160 104>> 47>> 39>>
HS 44h 278>>49 273>>00 0>>
'5>>
30>> 41>> 76>> 100>>
'4>>
70>> 42>> 34>> 60>> 67
'8>>
-13>> -44 ~ -49>>
HS 44B 278>>49 273>>00 0>> 31>> 68 103>> 153>> 192>> 186>> 131>> 74 ~ 64>> 113>> '17>>
29>> 25>> -84>> -95>>
HS 44C 278>>49 273>>00 0>> 37 ~ '8>>
118 ~ 150>> 195>> 187>> 146>> 9'1>> 82 130>> 138>> 44>> -17 -84 -96>>
'9>> '7>>
HS 45h 270>>00 272>>78 0>> 18>> 36>> 62>> 113>> 183>> 187>> 166>> 137>>
'34>>
159>> 160>> 111 42>>
HS 45S 270>>00 272>>78 0>> 24>> 53>> 102>> 188>> 263>> 264>> 225>> 181>> 175>> 2il>> 216>> '46>>
98>> 53 ~ 44>>
HS 4SC 270>>00 272>>78 0'>> 22 57>> 100 187>> 239>> 225>> 191>> 141>> 129 175>> 186>> 110>> 61>> 8>> 7~
HS HS 46h 280>>48 270>>67 46B 280>>48 270>>67 0>>
0>> 29>>
'0>>
79>>
71>> 153>>
'45>>
298>>
290>>
503>>
417 510>>
416 440>>
349>>
357
'74>>
266>>
'46>>
418>>
329' 424>>
330>>
283
'15>>
196>>
148>>
ill 78>>
>> 99>>
64>>
HS 46C 280>>48 270>>67 0>> 18>> 49>> 93>> 134>> '47>> '43>>
115>> 77 ~ 72 103>> 107 ~ 48>> 22 7~ -il>>
HS 47A 276>>55 270>>71 0~ 26>> 63>> 126>> 257>> 418>> 420>> 369>> 305>> '94>>
358>> 371>> 253>> '80>>
105>> 92>>
HS 47R 276>>55 270>>71 0~ 27>> 64>> 126>> 190>> 282>> 291>> 231>> 170>> 166 220>> 215>> 113 61>> 14>> 7~
HS 47C 276>>55 270>>71 0~ 18>> 48>> 88>> 134>> 151>> 145>> 112>> 74>> '1>>
102>> 106 '5>>
lb>> -14>> 22 ~
'38 HS 48h 274>>31 271>>25 0>> 13>> 126>> 268>> 446>> 605>> 610 531 429>> 418>> 521>> 346>> 228>> 126>> 109 HS 48B 274>>31 271>>25 0>> 15>> 78>> 176>> 317>> 442>> '38>> '82>>
315>> 301>> 370 '94>>
283>> 213 137>> '24>>
HS 48C 274>>31 271>>25 0>> 80 ~ 120>> 163>> 2".8>> 298>> 298>> 270>> 234>> 228>> '62>>
277 220 '76>>
81>> 74>>
271>>59'70>>69
'68 HS 4'9A 0>> 39>> 84>> 152>> 280>> 438>> 440 390>> 327>> 313>> 374>>
'84>>
190>> 108>> 96>>
HS 49B 271 '9 270>>69 HS 49C 271>>59 270>>69 0~
0>>
36>>
26>>
75 ~
63>>
144
'17>>
230>>
162>>
332>>
184 183>>
'40>>
288
'48>>
231>>
105>>
C'04>>
275>>
140>>
275>>
136>>
171>>
62>>
~
106
'9>>
47>>
-11>>
38
'14>>
HS 50h 278>>27 268>>83 0~ 25>> 48>> 68>> 108>>
'54>>
15} e 119>> SS>> 80>> lii>> 115>> 57>> 15>> -21>> "27 o HS 50R 278>>27 268>>83 0>> 21 59 118>> e
~ 367>> 360>> 312>> 252>> 238>> 292>> 305>> 219>> 161>> 98>> 80>>
HS 50C 278>>27 268>>83 0>> '2>> '5>>
117 213>> 338>> 343 29S>> 238>> 32 ~ 285 292>> 189 139>> 92>> 79>>
HS 51A 269>>40 268>>79 0~ 23>> 47>>
'3>>
96>> 121>>
'22>>
102 76>>
'7>>
100>>
'6>>
26>> -5>> -9>>
HS HS 51R 269 '0 51C 269>>40 268>>79 0>>
0>>
27 '
~
71>>
63>>
123>>
130>>
213
'1S>>
297>>
315>>
299>>
321>> 283>>
'68>>
8'28>> 215>>
223>>
253>>
267>>
261
'74>>
182
'88>>
127>>
135>>
64>>
77 54>>
65>>
268>>79'S
'7>>
52h 278>>49 283>>70 0>> 31>> 70>> 145>> 278>> 404 411>> 361>> 292>> 285>> 348 348>> 23 ~ 157 79>>
HS 52B 278>>49 283>>70 0~ 3~ 33>> 95>> 207 '25>>
325>> 271>> 208>> 200>> '59 268>> 166>> '06 50>> 37 HS 52C 278>>49 283>>70 0>> 9>> 27 ~ 55>> '8>>
172>> 177>> 142>> 90>> 88>> '30>>
128>> 39>>
-6>> '8>>
HS HS HS 53A 270>>00 283 53B 270>>00 283>>65 53C 270>>00 283>>65
'5 0>>
0>>
0>>
36>>
9>>
7~
68>>
32 ~
3~
134>>
78>>
23
'60 56>>
'67>>
379>>
266
'27>>
382>>
269>>
35 340>>
227>>
106>>
2S3 o 173>>
69>>
275>>
168>>
64, 324>>
210>>
95, 333>>
218 94>>
237>>
139>>
34>>
167>>
97
'7>>
96>>
69>>
26
'4>> 58>>
19>>
Rosett Element Str ains Shear on Ham ucleat Plant " Unit, 1 Pre sure (psig) 0>>00 9>>99 20>>li 30>>10 41>>00 51>>85 51>>80 4f ceo 30>>21 30>>24 41>>40 41>>fl 20>> 07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr'mn) 15!29 19>>20 00(00 05>>38 10>>42 15>>48 Oft 30 06>>23 04>>00 09>>21 00>>00 05>>36 09>>31 17>>03 09>>11 inst>> hzim>> Elev>> Spt'inq Line Gages I. D. (Dg.Hn) (Feet) (micro st> a in)
SL 17h 269>>38 376>>25 0>> 5~ -45>> -121>> -255>> -380 -363>> -329>> -288>> -268 -308 -330>> 257 ~ -208>> -149>> -127 >>
SL 17B 269>>38 376>>25 0~ -62>> -114>> -138>> '2o0>>
-255 -202 -129>> '143>> '181>>
-158>> -24>> 25 ' 56>> 45>>
SL 17C 269>>38 376>>25 0~ -10>> -46>> "94>> -121>> -171>> '179>> '141>>
-96>> -88 -115>> -112>> -32 ~ 2 30>>
SL 18h 270>>22 376>>25 0>> -a0 ~ -60>> -122 ~ -244>> -387 -401 -343 ~ -274>> '267>>
-319>> -319>> '194>>
-128>> -78>> -66>>
SL iBB 270>>22~376>>25 0>> -13>> 37>> -91>> -171>> '267
'281>>
-232>> -175>> -164 -212>> -210 -99>> -47>> -10>> 5~
SL 18C 270>>22 376>>25 0~ -10>> -43>> -83>> -147>> 1
'0
-192 ~ -160>> -118 ~ '105
~ -138>> '143
~ -75>> -40>> -15>> -4>>
X
Rose age Reduction Shearon Ha~ris Nuclear Plant - Un Pressure (psig) 0 ~ 00 9 ~ 99 20>> 11 30t 10 41 ~ 00 51 >>85 51 >>BO 41 t22 30 21
~ 30>> 24 41 ~ 40 41>>11 20>> 07 10>>00 0>>00 0 ~ 00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr'mn) 15>>29 19120 00>>00 05(38 10>>42 15>>48 20>>07 01>>30 06>>23 04>>00 09>>21 00>>00 05:36 09>>31 17>>03 09>>ll Base Slab Gages Rosette gage BS 01 A"imuth 269.33 Elevation 218o25 Hin Strn(micro strn) 0>> -63>> -131>> -201>> -216>> -267>> , -329>> -263 -177>> -210 -278>> -206>> 37 t 20>> 68>> 20>>
Hav, Strn(micro strn) 0>> -4>> 7~ 14>> 55>> 89>> 61>> '9>>
95 '2>>
74>> 122>> 168 ~ 179>> 173 >> 182>>
Shr Strn(micro strn) 0>> 30>> 69' 108>> 13S>> 178>> 195>> 171>> '36>>
146>> 176>> 164>> 102>> 79>> S2>>- 81>>
Hinimum Stress (psi) 0>> -2058>> -4110>> -6279>> -6361>> -7660>> -9903 -7638 '>> -4738 -5900 -8157>> -5405 435>> 2343>> 3824>> 2382>>
Haximum Stress <psi) 0>> -732 -1017>> -1473>> 323 278>> '1211 '333
'06
-297>> '908>>
5003 5881>> 6163 6000 Shear Stress (psi) 663
'e 1546 2403>> '019>>
3969>> '346 3823 '035>> '253>>
3930>> 3657 '284 1769>> '169 '809 Pr inciple Angle(deg) -15>>0 '>>0
~ 0
'6
-9>>B 1>>6 -1>>5 'Bel '7>>0 -4 ' -9>>4 -9>>9 '5>>2 '>>8 21>>9 ' '3
'8>>0 Rosette gage BS 02 A"imuth 269.33 Elevation 217.33 Hin Strn(micro strn) 0>> -17>> "60>> -145>> -204 t -286>> -311>> -264>> -197>> -226>> -304>> -357>> 252 ~ -150 -114>> -50>>
Hax Strn(micro strn) 0>> 13>> 52>> 108>> 118>> 136>> 127 131>> 134>> 123>> 111>> 141>> 201 210>> 191>> 1S9>>
Shr Strn(micro strn) Oe 15>> 56>> 126>> 161>> 211>> '19>>
198>> 165 174>> 208>> 249'e '26>>
180>> 152>> 104>>
Hinimum Stress (psi) 0>> -419>> -1412>> -3578>> -5369>> -7827>> -8690>> -7174>> '4981>>
-6021 -8645>>-10042 -6110 -2787>> -1817>> -88>>
Havimum Stress (psi) 0>> 255>> 1084>> 2062>> 1802>> 1598>> 1067>> 1643>> 2400 '761 1074>> '15>> '989>>
5258 4986>> 4571>>
Shear Stress (psi) 0>> 337>> 1248>> 2820>> 3586>> 4712>> 4879>> 4409>> 4630>> 5558>> 5049 3402>> 2329>>
-tl
'690>> '891 '023>>
.Princxple Angle(deg) 0>>0 -15>>8 -6>>7 -10>>9 -2 e'9 -2>>5 -7>>4 -5>>0 ->>5 '>>8 9>>7 ' '2 27>>0 29>>5 34>>8 Rosette gage BS 03 A"imuth 269>>33 Elevation 216.83 Hin Strn(micro strn) 0>> -19>> -31>> -58>> -53 -104>> -148 >> -101>> -44>> -63 -102>> -56>> 64>> 99>> 84>> 58 ~
Hax Strn(micro strn) 0>> 25>> 71>> 69>> '06>>
279>> 205>> 219>> 241>> '89 200>> 280>> 333>> 324>> 269>> 227 ~
Shr Strn(micro strn) 0>> 22 51>> 63>> 129 192>> 177>> 160 142 '26 151>> 168>> 135>> 113 ' 9'2 e 85>>
Hiniseum Stress (psi) 0>> '347
-320 -1182 '74
-661>> -2747>> '1129>>
'87>> '199
-1349>> 906 5219>> 50 5263 4011>>
Ha:rimum Stress (psi) 0~ '34>> '961>> '633>> '044>>
7889' 5134 e 6025>> 7243>> '424 5391>> '401 11232>> 11274 '390>>
7784>>
Shear Stress (psi) 0>> 490>> 1140 1408>> 2885>> 4275>> 3941>> 3577 3178>> '812 3370>> '747>>
3007>> '512>>
2063 1887 '
Principle Angle<deg) 0>>0 7' '2>>9 39>>3 -32>>3 -27>>8 -29>>4 '28>>4
-27>>7 '27>>b
-2/>>7 -24>>4 -22>>8 -18>>9 '8>>0
~ 3 Elevation
'97 '18 '5 '84>>'3'0 Rosette gage Azimuth 269.33 216. 00
'99 '4 '50 '9 BS 05 Hin Strn(micr o Hav. St rn (mi c ro Shr Strn(micro Hinimum Stress strn) st rn )
strn)
(psi) 0~
Ot
~ 59 'S3
-27 '40>> ~
-36 770
'9t
-145 '1545>> -1576>> -1535>> -1498>> -1514>> -1416>> -1289>> -1307>> -1426 '1393>> -1140>>
138
-4890 -49625 99999 -48359 -46411 -47438 -44316 -40325 '41145 -44788 '43228,-34902 680 '48 '21>> '57 '40'1 140 '
-528>>
155>>
342 98>>
343>>
123>>
6388>>
60>>
3 c"e 133>>
5014>>
'62-0 '812 '0792 '1399 '471 '423
'363>>
Havimum Stress (psi) Ot 2247>> 16033 ~ 12786>> 9'935 '1779 '0849 ' -12S>> 11864>> 10939>>
Shear Stress (psi) ~ 1322 '6796 '7181>> 17787 '8238>> 17829 '6734>> 15257>> 15176>> 16695>> 16879>> 14279>> 7619>> 2738o 2962>>
Principle Angle(deg) 0>>0 4>>8 -5>>7 -5>>9 -2>>5 ->>8 -1>>3 -2>>l -2>>7 -l>>5 ->>8 ->>2 -1>>1 -4>>5 23>>8 25 '
R Gage Reduction Shearon H Nuclear Plant - Unit 1 Pressure (psig) 0 ~ 00 9>> 99'0>> 11 30>> 10 41 e 00 51 >>85'1 ~ 80 41 ~ 22 30 21
~ 30>>24 41>>40 41>>11 20>>07 "
10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr lmn) 15>>29 19>>20 00>>00 05>>38 10>>42 15>>48 20>>07 01>>30 06>>23 04>>00 09>>21 00>>00 05>> 36 09>> 31 17>>03 09>>11 Base Slab Gages Rosette gage BS 06 Azimuth 269 o 33 Elevation 216.00 Min Strn(micro strn) Oo -51>> 10>> -7>> 41>> 69>> 39>> 49>> 68>> 59 ~ 38>> 85>> 138>> 136>> 116>> 100 >>
Max Strn(micro strn) Oo 71>> 152>> 498>> 797>> 1010>> 966>> 901>> 796>> 768>> , 883>> 941>> 754 813>> 815 784>>
Shr Strn(micro strn) 0>> 61 71>> 253>> 378>> 470>> 464>> 426>> 364>> 354>> 423 428>> '08>>
338>> '49>>
342>>
Minimum Stress (psi) -931>> '>>
1787>> 4523>> 8912>> 11863>> 10472>> 10180 9785>> 9210>> '659>>
11717 11593>> 12115>> 11498>> 10670>>
Maximum Stress (psi) 0~ 1793 4941>> 15792>> 25777>> 32850>> 31160>> '9190>>
26010>> 25023>> 28519>> '0810>>
25342>> 27201>> 27079>> 2593S>>
Shear Stress (psi) 1362>>
'o 1577>> 5635>> 8433>> 10494>> 10344 o 9505>> 8113>> 7907>> 9430>> 9546>> 6874>> 7543 7791>> 7632 Principle Angle(deg) 0>>0 -20 ' 18 ' 5' F 9 1>>3 1>>0 1>>1 1>>4 1>>6 1>>9 2>>0 4>>4 Sol 2>>7 '>>5 Rosette gage BS 07 Azimuth 269 >> 33 Elevation 216 o 00 Min Strn(micro strn) Oo -7>> 181>> 289 >> 359>> 322>> 260>> 328>> 383>> 270 276>> -153>> -16>> -99>> -919>> -1244>>
Max Strn(micro strn) Oo 199>> 1691>> 1815>> 1882>> 1874>> 1808>> 1854>> 1827>> '548 1481>> 725>> 591>> 139>> -272>> -481>>
Shr Strn(micro strn) Oo 103>> 755>> 763>> 762>> 776>> 774>> 763>> 7 2>> '39>>
602 ~ 439' 304>> 119>> 323>> 381>>
Minimum Stress (psi) 0~ 1691 o 21940>> 26546>> 29441>> 28169>> 25563>> 28188>> 29684>> 23408>> 22941>> 2060 ~ 5131>> -1813>>-31887>>-44231>>
Maximum Stress (psi) 0~ 6268>> 99999 99999>> 99999>> 99999>> 99999>> 99999 99999>> 99999>> 49822 21650>> 18693 3478>>-17464>>-27225>>
Shear Stress (psi) Oe 2288>> '6843>>
1702&>> 16988>> 17313 >> 172&7>> '7021>>
16103 14252>> '3440>>
9795>> '781>>
2646>> 7211>> 8503>>
P r inc ip le Ang le (deg ) 0>>0 -15>>4 ~ 5 -1>>2 ->>9 -1>>2 -2>>1 2' '1>>8
-6>>4 -6>>2 -15>>6 -11 ' -7>>5 2>>5 2.0 Rosette gage BS 08 Azimuth 269>>33 Elevation 216>>00 Min Strn(micro strn) Oo -29>> -31>> -12>> 16 19>> 15>> 22 ~ 18>> 19>> 17>> 31>> 38>> 34 ~ 30>> 28>>
Max Strn(micro strn) 0>> 2~ 4~ 9~ '9>>
122>> 54>> 89>> 119>> 88>> 74>> 158>> 237 246>> 204>> 154 Shr Strn(micro strn) 0>> 16>> 18>> 10>> 36>> 51>> 20>> 34>> SO>> 35>> 29>> 63>> '00 106>> 87>> '3>>
Minimum Stress (psi) 0>> -90S>> -944>> "285>> 1363>> 178S>> 994>> 1539 ~ 1706>> 1440>> 1240>> 2502>> '464 3451>> 2917>> 2379>>
Maximum Stress (psi) 0>> -203 -163>> 162>> 2985>> 4079>> 187S>> 3050>> 3952 298S ~ 2S26>> 5318>> '922>>
8179 6784 5184>>
Shear Stress (psi) 0>> '51 390>> 224>> 811 ~ 1147>> 441 756>> '123>>
773 643>> 1408>> 2229 '364. '933>>
1403>>
Principle Angle(deg) 0>>0 '32.9
-30>>6 -34 ' -30>>3 -31>>3 '30>>8
-29>>2 -30>>6 '31>>4
-29>>0 -31>>0 '31>>2
-30>>7 -31>>1 -30>>5
.Rosette gage BS 10 Azimuth 270. 27 Elevation 217 >> 33 Min Strn(micro Max Strn(micro strn) strn) 0~
0~
-62
-33
~ -167>>
-53>>
-256
-62
'314 '14
'24 '404>>
-4Sio
-55>>
"380>>
-25
-293>>
8>>
-300>>
a>> ~
-374>>
4'> ~
-334>>
8~
-138>>
89
-37>>
122>>
58>>.
150>>
25 ~
149' Shr Strn(micro strn) 15>>
'e 57>> 145>> 195>> 198>> 177>> '7>>
151>> 139>> 166>> 171>> '13>>
79>> 46>> 62>>
Minimum Stress (psi) 0>> -2297 -S833>> 8741 ~ 102 3 ~ 13006>> 14888 ~ 123 I8 ~ -9266>> -9764>>-12329>>-'10552>> -3530>> -ST 3293 2a21>>
Maximum Stress (psi) -1641>> 3272 '>>
-4424>> -3762>> -4303>> -6070>> "4432>> -25SQ>> -3573>> -4907>> -2922>> 1531 o 3537>> 4991>>
'409 '958 '711 '815
'324 Shear Stress (psi) Oo 328e '200 2158>> 3231>> 4351 3358>> 3096 2530>> 1771>> '016>>
138'8>>5 Principle Angle(deg) 0>>0 -21 F 1 '7>>5
-16>>9 -18>>5 -17>>4 -18>>4 '13>>9
-21>>7 -19>>0 -20>>8 '20>>9
>>30>>4 -43 ' 34>>7
R Gage Reduction Shearon Ka uclear Plant - Unit 1 Pressure (psig) 0>>00 9>>9'9 .
20>> 11 30>>10 41>>00 51>>85 51>>00 41>>22 30>>21 30>>24 41>>40 4f 11
~ 20>>07 10>>00 0>>00 0 F 00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hrimn) 15(29 19>>20 00>>00 05>>38 10>>42 15>>48 2Q,'07 01>>30 06>>23 04 F 00 09 '1 00>>00 05 '6 , 09>>31 17>>03 09>>11 Rase Slab Gages Rosette gage RS 15 Azimuth 270.27 Elevation 216 e 00 Hin Strn(micro strn) 0~ -18 ~ -16>> 27>> 65 ~ 47>> -Oe 07>> 60>> 43>> 92>> 106>> 121>> 12S>> 103>>
Max Strn(micro strn) 0>> 234>> 1733>> 1087>> 19'52 >> 1932>> 1877>> f944 >> 1946>> 1915>> 1912 ~ 1970>> 1954 e 1617>> 680 641>>
Shr Strn(micro strn) 0~ 126 ~ 874>> 930>> 943>> 942>> 9'39 e 9'40 e 930>> 928>> 935>> 939>> &84 ~ 74&>> '78 269>>
Ninimum Stress (psi) 0>> 1667>> 16063>> 109'16 20751>> 19971>> 17940>> 20165>> 21364 20212>> 19648>> 21775>> 24612>> 19326>> 9411 e 4>>9'9' ~ '0496 Ha>:imum Stress (psi) 0>> 7278>> 99999>> '9999>>
99999 99999'e 999'9'9 e 9999'9' '999'9>>
99'999>> 99999>> 99999'e 99999'e 9'9999' 22878>> 21420>>
Shear Stress (psi) 0>> 2006 19503>> 2Q742>> '1045>>
21023>> 20937>> 21137>> 20739>> 20698>> 20851>> 20941>> 19723>> 16679>> 6191>> bOOS ~
Principle Angle(deg) 0>>0'>>0 1>>3 4>>4 5>>2 5>>1 4>>6 4>>8 4>>0 4>>6 4>>8 5>>3 3>>7 11>>S 11>>4 Equipment Hatch Gages Rosette gage EO 19 Azimuth 345.58 Elevation 318.07 Hin Strn(micro strn) 0~ -93>> -171>> -349>> -617>> -847 >> -834>> -832>> -801>> -777>> -648>> -711>> -796>> -698>> -616>> -580>>
Strn(micro strn) -28>> -49 -16>> 104>> 215>> -45>> 368>> 420>> 497>> 404a Hax Shr Strn(micro Hinimum Stress strn)
(psi) 0~
0>>
0>>
15>>
54>> 150>>
-2834>> -5715 '11580 ~ -19616 ~ -26911>>
'1>>
5~
311>>
9~
428 ~ '60>> 515 22'09 496>> 301>> 358>>
5>>
-22702>>-2108'22614>> -21836>>-18155>>-14883>>-13869>>
'26722>>-25506>>-23364>>
502>> 563>> 556>> 532>>
)(a>:imum. Stress (psi) 0>> -409' -2530 '4907 -5752>> -7014>> -8483 ~ -4623e "4Q3 ~ -588>> -7644>> -6643>> 4133>> 6967>> 9935>> 9874>>
Shear Stress (psi) 0 ~ 1212 ~ .3337>> '592>>
6932 9540>> 9120>> 10442 ~ 11481 ~ 11057>> 6722>> 7986>> 12904>> 12561>> 12409>> 11872>>
Principle Angle(deg) 0>>0 -29>>8 -19>>8 -15>>8 '4>>5 4 20>>2 25>>5 29>>1 20>>3 5>>6 17>>1 32 ' 33 ' 35>>6 35 '
1>>9'246>>
Rosette gage EO 20 Azimuth 34S>>59 Elevation 311.42 Hin Strn(micro strn) 0>> -44>> -119e -4Q9>> -581>> -582>> -477>> -356>> -350>> -462>> -464>> -145 ~ -53>> -36>>
Hax Strn(micro Shr Strn(micro Ninimum Stress strn) strn)
(psi) 0>>
0~
Oo 25 7~
~
-1323 e -3036>>
5~
57>>
1>>9'250>>
-31
~
'5'10
-8269>>-13518>>-19364>>
179>>
-89>>
246>>
-BS>>
240>>
-67>>
205 'S7 -42>>
~
-42>>
154 ~
-57>>
202 '01 -62>>
-0055>> -4643>> -1564>>
-24>>
111>>
3~
71>>
15>>
34>>
23
-932>>
'0>>
'46&/e
'19362>>-15044>>-11756>>-11541>>-15259>>-15367>>
Hnximum Stress (psi) 0~ -198>> -1287 -3377>> -5529' -8402>> -0283>> -6603>> -4731
~ -6229>> -6401>> -3116>> -1488 e -46>> 399 Shear Stress Principle Angle(deg)
(psi) 0~ 562>> 1274 e 2446>> 3994 '481>> 5539>> 4581>> 3512>> 3437>>
-ef 4515>> 4403>> 2470>>
- 1577>> 759 '65>>
0>>0 2' ->>1 1 ~ 7 2>>1 1>>0 >>4 >>8 >>0 ~ 9 3' '10>>0
-11 0~
Rosette gage EO 21 Azimuth 332.57 Elevation 312,42 Bin Strn(micro
((ax Shr strn)
Strn(micro strn)
Strn(micro strn) 0>>
0>>
0~
-29>>
-11>>
9~
-66>>
-20 '3
-145>>
-29' 50 ~
-297 a
-32>>
133 ~
-460>>
207>>
-468
-43>>
212
'46>>
-391>>
32
~
'00
-300 137>>
'5
~
-299>>
-26 137>>
'28-381>>
176>>
~
-389>>
-28>>
180>>
-227>>
-13>>
107>>
-152>>
2>>
75 e
-97>>
32
'4>>
-70>>
34>>
56>>
W Ninimesm Stress (psi)
Hn>:imum Stress (psi)
Oe
~
-1045 '
-636>> -1277>>
'2285>>
-4904
'2300>>
'9781>>-1509&>>-15318>>-12749>> -9707>> -9770>>-12395>> -12665>> -73S7>> -4864>> -2701>> -2179>>
-3866>> -5069 ~ -5849>> -4738 -3660>> -3678>> -4533 -4624>> -2573>> -1507>> 91>> 326 ~
Shear Stress (psi) 0>> 204 504 1302>> 4614>> 4734>> 4005>> '958>>
3064 39'31>> '046>>
4020 23'92 o 1678 ~ 1436>> '22,C Principle Angle(deg) 35>>8 '>>0
'4>>2 14>>3 9>>7 10,1 10>>7 9>>2 '>>l 7>>2 0>>5 '>>2
~ 7 5 5
~ 7>>3 -5>>6 I
LA
0 Ro Gage Reduction Shearon Har Nuclear Plant - Unit 1 Pressure (psig)
Date (1986) 0>>00 02/21 9>>99'2/21 20>>ll 02/22 30>> 10 02/22 41>>00 02/22 51>>85 02/22 51>>80 02/22 41 '2 02/23 30>>21 02/23 30>>24 02/24 41>>40 02/24 41>>11 02/26 20>>07 02/26 10>>00 02/26 0>>00 02/26 0>>00 02/27 Time (hrlmn) 15'29 19>>20 00>>00 05>>38 10>>42 1S>>48 20>>07 01>>30 06>>23 04>>00 09>>21 00>>00 05>>36 09>>31 17>>03 09>> 11 Equipment Hatch'Onges Rosette gage EO 22 Azimuth 337>>48 Elevation 307. 17 Hin Hax Strn(micro strn)
Strn(micro strn) 0>> -28 -75>>
22 ~
-234>>
37
'455 -669 -670>>
57>>
-577>> -466>>
41>>
-4S6>>
50>>
-554>>
58>>
-570>>
52>>
-374>>
28>>
272 ~
lbe
-180>> -162>>
19 0>> 52>>
'01>> 11>>
'5>> '7>> '8>>
Shr Strn(aicro strn) 0>> 21>> 49>> 135 246 3SB 364 314 253>> 253>> 306>> 311 144>> 95>> '0>>
Hinimum Stress (psi) 0>> -734>> -2185>> -7103>>-14154>>-20SS1>>-20813>>"17873>> -14452>>-14061>>-17111>>-176S9>>-11668>> -8507>> -5624 -4975>>
Haximua Stress (psi) 0~ 213>> -17>> -1061>> -3171>> -4869 -45S7>> -3848>> -3152>> -2782>> -3451 '3781>> -2696 -2098>> -1381 -951>>
Shear Stress (psi) 0>> 473>> 1084>> 3021>> 5492>> '991>>
8113>> 7013>> 5639>> 6830>> 6939>> 4486>> '650>>
3204>> '122 2012>>
Principle hngle(deg) 0>>0 24>>3 20>>9 14>>7 10>>6 9>>3 9>>2 8>>4 7>>h 8>>0 8>>3 8>>2 7>>3 4>>9 '>>9 2>>4 Rosette gage EO 23 hzimuth 327>>44 Elevation 297>>96 Hin Strn(micro strn) 0>> -36>> -71>> -110>> -185>> -245>> -238 -209 -175>> -169>> -198>> -210>> -151>> -104>> -49>> -37>>
Hax Strn(micro strn) 0>> 7~ 3>> 22 -114>> -163>> '1Sh>> '124>>
-94>> -87 -113>> -124>> -71>> -45>> -20>> -11>>
Shr Strn(aicro strn) Oe 22>> 37>> '4>>
36 ~ 41>> 41>> 42 40>> '1>>
42>> 43>> 40>> 30>> 15>> 13 Hinimum Stress <psi) 0>> -1082>> -2249>> 3722 -6996>> -9361>> -9079>> '7830>>
-6463>> -6229>> -7392>> -7888>> -5478>> -3748>> -1759>> '1287 Haximum Stress (psi) 0>> -118>> -593>> '1761>>
-5411>> -7529>> -7251>> -5941 -4665>> -4381>> -SSOO>> -5968>> -3699>> -2430 -1099>> '695 Shear Stress (psi) 0>> 482>> 828>> 981>> 793>> 916>> 914>> '45>>
899>> 924 946>> 960>> 889' '59>>
330>> '96>>
Principle hngle(deg) 0>>0 13>>3 16>>1 6>>0 23>>6 24>>4 "22 ~ 5 21>>b 22>>0 '8>>3 20 ' 24>>0 26>>1 26>>0 14>>9 7' Rosette gage EO 24 Azimuth 333.19 Elevntion 297.96 Hin Strn(micro strn) 0~ -3>> 2~ 2>> -10>> 27 e -24>> -24>> -26>> -27>> -21>> 32 ~ -51>> -60>> 5>>7 ~ -56>>
Hax Strn<micro strn) 0>> 17>> 23 ~ 48>> 91>> 131>> 13S>> 111 ~ 81>> 77 94>> 95>> ~.
s>>2>> e 35>> 14>> 6>>
Shr Strn(aicro strn) 0~ 10>> 12>> 25>> Si>> 7'9>> 80>> 68>> 53>> '2>>
57>> 63>> 52>> 47 36>> 31>>
Hinimum Stress (psi) 0~ 58>> 166>> 397>> 550>> 405>> 522>> 287 ~ -47 -137>> 221>> -10'711
-1129>> '1572>>
-1673>> -1709>>
Hnxiaua Stress (psi) 0~ 502>> 71S>> 15 S 2812>> 3918>> 4080>> 3316>> '329>>
2179>> 27&1 ~ 1172 534>> -85 ~ -328 Shear Stress (psi) 0>> 222 274 564>> 1131>> 1757>> 1779>> 1514>> 1188>> 1158 1280 '409>> '151>>
1053 794 '90>>
Principle hngle(deg) 0>>0 '0>>5 '2>>5 3~3 -15>>5 -14>>7 -12 ' -14>>0 -18>>0 '17>>9 '14>>8
-19>> 6 -32>>4 '38>>9
'3>>h 3&>>5 Rosette gnge EO 25 hzimuth 333.04 Elevation 282.95 Hin Strn(micro Hnx strn)
Strn(micro strn)
Shr Strn(aicro strn) 0>>
0>>
0~
-1>>
48>>
25 ~
15>>
81>>
33>>
34>>
153>>
60>>
37 ~
337>>
150>>
49 ~
495>>
~23>>
67>>
500>>
216 41>>
430>>
195>>
11 ~
351>>
170>>
15>>
339>>
162 38>>
424 e 193>>
20>>
436>>
-68>>
318>>
193>>
-99>>
255
'77
-104>>
179>>
141>>
-Ble 153>> (
Hinimum Stress (psi) 0~ 428 ~ 1244 2554 ~ nno3. 6307>> '918>>
S419>> 3705>> '707>>
5251>> 20'791>>
877>> '705>>
-1598 -1122>>
Hnxiaum Stress (psi) 0~ 1533 ~ '719>>
5210>> 11083>> 16257 16567>> 14103 11299>> 10936>> 13869>> 140&S>> 9477 7179>> '712 411'617>>
Shear Str ess (psi) 0>> SJ52 ~ 737>> 1328>> 33nO. '975>>
4825 '342>>
3797 3615>> 4309>> 4647>> '300>>
3942>> '155>>
Principle Angle(deg) 0>>0 -42 ' -31>>S -20>>9 ~>>3 3>>7 '1>>9 2>>1 '>>b 2~7 >>4 5>>3 18>>0 23>>0 2S>>8 23>>b
R Gage Reduction Shearon Ha Nuclear Plant Unit 1 Pressure (psig) 0>>00 9>>99 20 ~ 11 30 ~ 10 41 ~ 00 51 ~ 85 51 ~ 80 41 22 3Q ~ 21 30 24
~ 41>>40 41>>11 20>>07 10>>00 0>>00 0>>00 Dote (1906) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 Q2/24 Q2/24 02/26 02/26 02/26 02/26 02/27 Time (hr tan) 15t29 19t20 00:00 05t38 10:42 15148 20107 01130 06:23 04:00 09>>21 00t00 05>>36 09131 17>>'03 09>>11 Equipment Hotch Gages Rosette gage EO 26 h"iauth 337,46 Elevation 280.64 Hin Strn(micro strn) 0>> -6>> -13>> 27 ~ -4~ ~ -51>> 57 ~ 52 -46>> -56>> -59>> -54 -29 -20>> -16>> -24>>
Hax Strn(micro strn) 0>> 38>> 04>>
23'32>>
464>> 659>> 671>> 5&Q ~ R70>> 465>> 566>> '65>> '66>>
261>> 162>> 151>>
Shr Strn(micro strn) 0>> 22>> 49>> 253 3S5>> 364>> 316>> 258>> 260>> 312>> 309>> 197>> 141 09>> 07 ~
Hiniaum Stress (psi) 0>> 189>> 396>> 1430>> 309Q>> 4684>> 4581>> 3900>> 3029>> 2653 3542>> 3684>> 2567>> '858>>
1031>> 606>>
Haviaua Stress (psi) 0>> 1172>> 2566>> 7334 14394>> 20519>> 20821>> 17907>> 14537>> '4275 17460>> 17491>> 11375>> 8120>> 4996>> 4587>>
Shear Stress (psi) 0>> 492>> 1Q85>> '952>>
5652>> 7918>> 8120>> 7043 5754>> '811 6963>> 6904>> 4404>> 3135>> 1982>> 19SO>>
Principle hngle(deg) 0>>0 26>>1 20>>5 10>>1 6>>5 6>>2 6>>1 '>>2 4>>7 '>>4 5>>4 5>>6 4>>4 3>>4 ~ 2 ol r
Rosette gage EQ 27 h-iauth 346>>00 Elevation 277.79 Hin Hox Strn(micro strn)
Strn(micro strn) 0>>
0>>
"13>>
6>>
-0>>
61>>
47>>
108>>
148>>
301>>
256>>
561>>
258>>
543>>
206 '38 307>> '76>>
132 ~
377>>
190>>
463>>
191>>
487>>
72>>
326>>
35>>
243>>
19>>
174>>
10>>
147>>
Shr Strn(aicro strn) 0>> 10>> 31>> 70>> 116>> 152>> 143>> 135>> 124>> 123 137>> 148>> 127>> 104>> 77 68>>
Hiniaum Stress (psi) Oo -374>> 572>> 3313>> S347>> 13530>> 13425>> 11126>> 009'4>> '795>>
10477>> 10727>> 5397>> 3428>> '275 1710>>
Hoviaua Stress (psi) 0>> 53>> 1949>> 6453>> 13542 20323>> 19700>> i7131>> 13639>> 13262>> 16504>> 17340>> 11076>> 0009' '723 476'525>>
Shear Stress (psi) 0>> 213>> 689>> 2597>> 3396>> 3101>> 3002>> 2773>> 2733>> 3053>> 3306>> 2039>>
'570>>
2330>> '724>>
Principle hngle(deg) 0>>0 -22>>5 -20>>0 -21>>7 -15>>9 -12>>0 -12>>9 -14>>0'13>>1 -13>>9 -12>>6 -12>>2 -10>>6 -0>>0 -7>>0 -7 '
Rosette gage EQ 20 h-imuth 346.09 Elevation 283.63 Hin Strn(micro strn) 0>> -3>> -3>> 45>> 131>> 220>> 224>> 207>> 105>> 173>> 201>> 213>> 174>> 140>> 01>> 70>>
Hax Strn(micro strn) 0>> S2>> 147>> 251 425>> bib>> 619 510>> 394>> 389>> 507>> 507>> 298>> 190>> 125>> 116>>
Shr Strn(aicro strn) 0>> 28>> 75>> '03>>
147>> 194>> '97>>
152>> 105>> 108>> 153 147>> 62>> 29' 22>> 23>>
Hinimum Stress (psi) 0>> 404>> 1310>> 3S22>> 0248>> 13151>> 13060 >> 11465>> 9648 9234 '1250 11633>> 0394>> 636'657>>
3787>> 3322>>
Hoviaua Stress (ps,i) 0>> 1637>> 4646>> 8424>> 14000 21010>> 21860>> 18227>> '4323>> '4059>> '8004>>
18104>> 11149>> 4?5'8S>>
434?>>
Sheor Stress (psi) 0>> 617>> 1664 2301>> 4334>> 4404 ' 3301>> 2337>> 2413>> 3417>> 3276>> 1370>> 644>> 512>>
'276>>
Principle hngle(deg) 0>>0 2>>5 '>>9 3>>5 ->>9 -1>>4 2 >>2 ~ 4 ~ 2 -1>>4 -2>>6 -8>> 7 -24 ' 20>>2 33>>2 Rosette gage EO 29 h"imuth 354>>20 Elevation 280>>63 Hin Strn(micro strn) 0>> -ii>> -12>> -115>> -140 >> -186>> -191 o -100>> -156>> -16~>> -179>> -167 o -111 77 ~ -60>> -75>>
Hav Strn(micro strn) 0>> 49>> 119>> 326>> 516>> 7Q7>> 711 570>> RR5>> 579>> 5?9>> '38 235>> 142 129>>
Shr Strn(micro strn) 0>> 30 65>> 220>> 332>> 446>> '51>>
379>> 300>> 303>> 379 373>> '24 156>> '05>>
102>>
Hinimum Stress (psi) 0>> '16>>
7R1>> 553>> 219>> 045>> ?14 -192 -726>> -88&>> '175>>
224 '297>>
-219>> -012 ~ -1148>>
Hnxiaua Stress (psi) 0>> 1 44S>> 3662 9276>> 150o3 ~ 20754>> '0845>> '6714>>
12640>> 12652>> 16730>> '6061>>
9707 6752>> 3065>> 3404 Sheor Stress (psi) 0>> 664>> '461 4914>> 7R02>> 9955>> 10065 o 8453>> 66&7>> 6770>> 0457>> 8319>> '002>>
3486>> 2338>> '276>>
Principle hngle(deg) 0>>0 40>>0 ' '4 19>>7 10>>1 16>>7 16>>7 16 ' 14>>8 15>>2 15>>b 15>>3 10>>9 5>>8 -a>>7 -3>>1 r or
Rose age Reduction Shearon Harris Huclear Plant - Unit 1 Pressur e (psig) 0>>00 9>>99 20>>11 30>>10 41>>00 Si>>85 51>>80 41>>22 30>>21 30>>24 41>>40 41>>11 20 F 07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Tiae (hr(an) 15>>29 19;20 00>>00 05>>38 10>>42 15>>48 20>> 07 01>>30 06>>23 04>>00 09>>21 00>>00 05 '6 09>>31 17>>03 09>>ii Equipaent Hatch Gages Rosette gage EO 30 hziauth 4.23 Elevation 298.12 Hin Strn(aicro strn) 0>> -20>> -31>> -18>> -15>> -5>> 3~ -16>> -30>> -37>> -29'>> -26>> -43>> -49>> -52>> -61>>
Hax Strn(aicro strn) 0>> 4>> 14>> 41>> 187>> 272 ~ 268>> 235>> 196>> 186>> 223o 232 ~ 178>> 150>> 118 104>>
Shr Strn(aicro strn) 0>> 12>> 22 29' 101>> 138>> 135>> 125>> 113 111>> 126>> 129>> 111>> 99>> '5>>
83>>
Hiniaua Stress (psi) 0~ -606 '858>>
-170>> 1312 24S6>> 2462>> 1745>> '29 602>> 1221>> 1394>> 338>> -127>> -5 6 -961>>
Hnviaua Str ess (psi) 0>> '74>>-
137>> 1130>> '812>>
8630>> 8504>> 7342>> '956>>
5564 6826>> 7137 5274>> 4300>> 3259 2737>>
Shear Stress (psi) 0~ 266>> 498 650 2250>> 3007>> 3021>> 2799 2513>> '481>>
2003>> '872>>
2468>> 2214 '092 1849 '
Principle Angle(deg) 0>>0 15>>9 '>>8 '>>9
-4>>7 -2>>9 -1>>4 '2>>1
-3>>0 -1>>3 -2>>b -2>>9 -4>>b 1
'F
'8>>4
~ 2 Rosette gage EQ 31 A=iauth 357.43 Elevation 297>>93 Hin Strn(aicro strn) 0>> 7>> -13>> -12>> -16>> -17>> -6>> -5>> -4>> 7~ -14>> -10>> -14>> -16>> -24>> -30>>
Hnx Strn(aicro strn) 0>> 12>> 29>> 61>> 115>> 165>> 160>> 133>> 100>> 96>> 119>> 124>> 78>> 54>> 34>> 22>>
Shr Strn(aicro strn) 0>> 9~ 21>> 37 66>> 91>> 83>> 69 52\ 52>> 66>> 67>> 46>> 35>> 29>> 26>>
Hiniaua Str ess (psi) 0~ -107>> -145>> '85>>
599>> 1052>> 1335>> '127>>
817>> 684 704>> 865>> 306>> 12>> -439'>> -730 Haxiaua Stress (psi) 0>> 307>> 786>> 1817>> 3524>> 5112 5030>> 4198 3147>> '000 3661>> 3863 2342>> 1557>> 847 ~ '21>>
Shear Stress (psi) 0>> 207 465>> 816>> 1462>> '030>>
1048>> '536>>
1165>> '150>>
1479' '499>>
1018>> 773>> 643>> 576>>
Principle Angle(deg) 0>>0 '3>>9 6>>7 6>>1 5' -4>>6 2' -4 ' ~
M>>9 -9>>2 5>> 2 -7>>9 -22>>0 -30>>4 44>>0 37>>3 Rosette gage EO 32 A=iauth 354>> 17 Elevation 307.04 Hin Strn(aicro strn) 0~ -11>> 22 ~ -50>> -65>> -74>> -76>> -64>> -50 57 ~ 72 ~ -67>> -37>> -24 -17>> -24>>
Hax Shr Strn(aicro strn)
Strn(aicro strn)
Hiniaua Stress (psi) 0>>
0>>
0>>
27
-89'
'9>>
66>>
44>>
-59>>
329>>
190>>
1546 554>>
310>>
3234>>
755>>
414>>
4857>>
760>>
418>>
4829' 643>>
354>>
4093
'07
'79
'267>>
502>>
279>>
2969 619>>
346>>
3632 627>>
'12
'498 386
'47
'839 144>>
1735>>
'63>>
146>>
81>>
868 128>>
76>>
452 Hnxiaua Stress (psi) 0>> 769'>> 1900>> '0018 17048 23340>> 23488>> '9'067>>
15696>> '5434 '9048 11947>> '9321>>
8151>> '499 '836>>
Shear Stress (psi) 0>> 429>> 9'80>> '236>> '907>>
9242>> 9330>> 7807 ~ 6214>> '233>> '708>>
7741>> 4724>> 3208>> '816>>
1692>>
Principle Angle(deg) 0>>0 -25>>6 -19 8~ -12>>7 -10>>5 -9>>5 -9>>2 -8>>7 -8>>5 -8>>7 -9>>2 -9>>1 -7>>7 -7>>1 >>
~ 7 -2>>0 Nein Steaa Pennetration Gnges Rosette gage HS 33 A=iauth 278. 31 El ovation 281>> 73 C Nin Hnx Strn(aicro strn)
Strn(aicro strn) 0>>
0~
24>>
43 52>>
95>>
92>>
179 162>>
369>>
222 ~
666 220>>
698 188>>
644 149
'66 144>>
556>>
183>>
629 187
'40 123>>
503 88 ~
424>>
46
'45 39, 333>>
8 Shr Strn(aicro strn) 10>> '>>
22>> '43>>
104>> '22 '39>>
'20 '09' 206>> '>>3
~
'227
~
'90>>
160>> '50 147>>
Hinia>>ua Stress (psi) 0~ 1185 ' 2553 4637 8689>> '3426 13669>> '2150 10152. 9914>> 11028>> 12063>> 8725>> 6846>> '764>>
4434>>
Hn::iaua Stress (psi) ~ 1617>> '531>> '569.
13321>> '3339>>
24336>> 22335>> 19455>> 19093>> 21777 22180>> 17201 14361>> 11444 10974 Shenr Stress (psi) 0>> 216>> 489 966>> 2316>> 4956>> 5334>> 5092>> 4651>> 4509 '975>>
5059>> '238>>
3757>> '340
'270,'
Principle Angle(deg) 0>>0 26>>b '4>>3 19>>3 9>>2 10>>6 10>>9 11>>7 10>>7 '0.7 11>>1 11>>3 0>>6 6>>5 '>>0 3>>7
R Gage Reduction Shearon Ha . Nuclear Plant Unit 1 Pressure (psig) 0>>00 9>>99 20>> 11 30>> 10 41>>00 51>>85 51>>80 41>>22 30>>21 30>> 24 41>>40 41>>11 20 F 07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr>>mn) 15>>29 19>>20 00>> 00 05>> 38 10>>42 15>>48 20>> 07 01 >>30 06>> 23 04>>00 09>>21 00>>00 05>>36 09 '1 17>>03 09'>> 11 Hain Steam Pennetration Gages Rosette gage HS 34 hzimuth 269>>42 Elevation 281>>69 Hin Strn(micro strn) 0>> 10>> 25>> 44>> 66>> 82>> 74>> 43>> 14>> 12>> 37 ~ 43o -6>> -31>> -54 57 ~
Hax Strn(micro strn) 0>> 42>> 91>> 176>> 306>> 452>> 458>> 407>> 338 326>> 390>> 398>> 270>> 203>> 127>>
~
113>>
Shr Strn(micro strn) 0>> 16>> 33>> 66>> 120>> 185>> 192>> 182>> '62>>
157>> 177 178>> 138>> 117>> 90>> 85>>
Hinimum Stress (psi) 0>> 727>> 1669>> 3089>> 5021>> 6940>> 6737>> 5266>> 3694>> 3504>> '908>>
5166>> 2378 966>> -511>> -749>>
Haximum Stress (psi) 0>> 1434>> 3134>> 6037>> 10386>> 15190>> 15312>> 13384>> 109'14>> 10505>> 12783>> 13087>> '555>>
6169>> 3525 3046>>
Shear Stress (psi) 0>> 354>> 733>> 1474>> 2683>> 4125>> 4287>> 4059' 3610 3501>> 3938>> 3960>> 3088>> 2601>> 1898>>
Principle hngle(deg)
'018>>
0>>0 26>>2 14>>0 18>>9 18>>1 20>>3 20>>9 20>>8 '0>>0 20>>1 20>>7 20>>0 15>>7 13>>8 10 ' 11>>2 Rosette gage HS 35 hzimuth 284>>21 Elevation 278.50 Hin Strn(micro strn) 0>> -1>> 27>> 55>> 105>> 148>> 149>> 10S>> 31>> 20>> 90>> 89>> 37 ~ -99>> -155>> -166>>
Hox Strn(micro strn) 0>> 25 55 ~ 145>> 216>> 243>> 230>> 185>> 157 146>> 173>> 182>> 144>> 72 61>>
Shr Strn(micro strn) 0>> '3>>
14>> 45>> 56>> 48>> 41>> 40>> 63>> 63>> 42>> 46>> 90>> '14>>
114>>
Hinimum Stress (psi) 0>> 209 1388>> 3145>> S424>> 7038>> 6939>> 5118>> 2495 2037 4510>> 4587>> 212>>
11'0'2033>>
-4257>> -4712>>
Haximum Stress (psi) 0>> '92>>
2014>> 5141>> 7904 9'170>> 8750>> 6890>> '311>> '848>>
6378>> 6661>> 4234>> 2798o 820>> 3S7>>
Shear Stress (psi) 0>> 291>> 313>> 998 '240>>
1066,>> 906>> 086>> 1408>> 1405 934>> 1037>> 2011>> 2416>> 2538>> 2534>>
Principle hngle(deg) 0>>0 1>>1 44>>0 '9>>0 17>>2 33>>4 36>>0 -32>>0 ~ .17>>5 '17>>8
-3~>>0 -33>>6 -16>>3 -10 AS -8>>1 -6>>5 Rosette gage HS 36 Azimuth 281>> 50 Elevation 278. SO Hin Strn<micro strn) 0~ 2~ 2~ 14>> 63>> 103>> 96>> 83>> 63>> 52>> 74>> 85>> 50>> 16>> -41>> 57 Hax Strn<micro strn) 0>> 66>> 134>> 248>> 468>> 683 ~ 697>> 591>> 469>> 456>> 572>> 579' 373>> 267>> 187>> 175>>
~
Shr Strn(micro strn) 0>> 34>> 66>> 117>> 203 290>> 300>> 254>> 203>> 202>> 249 247>> 162>> 125>>
114>>
Hinimum Stress (psi) 116>>
0>> 568>> 1327>> 2813>> '466>>
9810>> 9728>> 0304>> 6474>> 6023>> '029>>
8232>> 5148 3067>> 470>> -149>>
Haximum Stress (psi) 0>> 2074>> 4277>> 8033>> 15502>> 22756>> 23118>> 19621 15534>> 1S023>> 18935>> 19249>> 8654>> 5570>> 5028 Shear Stress (psi)
'2374>>
0 ~ 753 1475>> 2610>> 4518>> 6473>> 6695 '659 4530 4500>> 5553>> 5508>> 3613 2793>> 2550>>
Principle hngle(deg) 0>>0 '1.8 12>>5 14>>7 18>>0 23>>0 '4>>1 '5>>1 '7>>4 27 ' 25 ' 25>>3 '1>>7 38>>6 -41>>5 -41>>0
'588>>
Rosette gage HS 37 hzimuth 275>>55 Elevation 278,27 Hin Strn(micro strn) Oo 9'>> 12 22>> 30>> -16>> -21>> -37>> -58>> -67>> -45. -43>> "88>> -113>> -133>> -133 Hax Strn(micro strn) 0~ 31>> '3>>
176>> 344 566>> 505>> 529>> 456 447 S31>> 410>> 339>> 269 255 ~
Shr Strn(micro strn) 0>>- 11 35>> 77 ~
'57 291>> 303>> 283 'S7>> '57 51'81>>
287>> 249>> 226>> '01>>
194>>
Hinimum Stress (psi) 0>> '95>>
1171>> 2395 '236 409'6>> 4917>> '891 2509>> '150>>
3504>> 3704 1106 -364 -1662>> -1793>>
Haximum Stress (psi) 0>> 1086>> 2752>> '810>>
'12S2>>
17871>> 18448>> '6515>>
13976>> 13616>> 16061>> '6S02>>
'>~2~>>
'732.
7310 6843>>
Shear Stress (psi) 0>> 246 79'1 ~ 1708>> 3500>> 6487>> 6766>> 6312>> 5733 5733 6279>> 6399>> 5558 5040>> 4318>>
Principle hngle(deg)
'406
~
0>>0 '6>>1 36>>3 29>>2 23>>9 20>>6 19>>1 18 ~ 8 '9>>3 '9>>3 18>>4 18>>0 '0>>4
~0>>9 20>>7 20>>6 Vq p
te Gage Reduction Shearon s Nuclear Plant Unit 1 Pressure (psig) 0>>00 9>>99 20>> 11 30>> 10 41>>00 51 ~ S5 51 80
~ 41 ~ 22 30 21
~ 30>>24 41>>40 41>>11 20>>07 10>>00 0 F 00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 Q2/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hremn) 15>>29 19>>20 00>>00 05>>38 10>>42 15>>48 20>>07 Olt30 06>>23 04e00 09>>21 00>>00 05:36 09>>31 17 '3 09>> 11 Hain Steam Pennetration Gages Rosette gage HS 38 Azimuth 274 e 28 Elevation 278. 50 Hin Strn(aicro strn) 0>> 28>> 38>> 35 ~ 69>> 115>> 113>> 102>> 78 71>> 91>> 94>> 16>> "24>> '-28 >>
Hax Strn(micro strn) 0~ 41>> 196>> 383>> 567>> 740>> 745>> 643>> '29 518 648e 648>>
e'20 298>> 182>> 170 >>
Shr Strn(micro strn) 0>> he 79>> 174>> 249>> 312>> 316>> 271 '26>> '24>>
279' 277>> '86>>
141 103 99>>
Hinimum Stress (psi) 0>> 1277>> 30S7 ~ 4759>> 7624 10735>> 10734>> '384>>
7532 7212>> 9107 9203>> 5551 '360>> '81>>
733 Haxiaua Stress (psi) 0>> 1S&5>> 6599>> 12527 24667>> 24827>> 21459 17193>> 215S5e 9643 5581>>
-7>>6'8
'8742>> '1534>> '150>>
'7594>> '3852>>
Shear Stress (psi) 0>> 144>> 1756>> '884>>
5559>> 6966>> 7046>> '037>>
5031>> 4990>> 6213 ' 6176>> 4150 '141 2300 2209>>
Principle Angle(deg) 0>>0 -38>>5 -7>>1 -6>>3 -9>>3 -7>>1 7>>7 -7>>2 -8>>2 -8>>3 >>3 ' '10
'12>>7 '16>>1
-16>>1 Rosette gage HS 39 Azimuth 272.55 Elevation 278. 19 Hin Strn(aicro strn) 0~ 4>> 13>> 28>> 49>> 24>> 5>> -16>> -37>> -46>> -24 e -14>> -42>> "51 e -62>> -69>>
Hax Strn(micro strn) 0>> 39>> 85>> 186>> 349>> S56>> S57>> 493>> 410>> 397>> 474 e 489>> 350 2&7>> 180>> 162>>
Shr Strn(micro strn) 0~ 17>> 36 79 150>> 266>> 276>> 254>> 223 221>> 249' 251>> '96 159>> 121>> 116>>
Hinimum Stress (psi) 0>> 493>> '212>> '661>>
4892>> 6090>> 5496>> 4214>> '742 23~5 ~ 3778 e 4239>> '011>>
914>> -260>> -653 Haxiaum Stress (psi) "
0>> 1269>> 2830>> 6184>> 1159S>> 179S5>> 17789>> 15552>> '2703>>
12201>> 14868>> 1S448>> 10759>> 8018>> 5151>> 4508>>
Shear Stress (psi) 0>> 388>> 809 1762 ' 3352>> 5933>> 6147>> 5669>> 4981>> 4938>> 5545>> 5604 4374 3552>> 2706 2581>>
Principle hngle<deg) 0>>0 0>>0 '1>>1
~ 3 -4>>1 --6>>4 -6>>1 -8>>4 -10>>B -10>>7 -8>>6 '8>>8 '11>>7
-14>>4 '18>>7
-18>>8 Rosette gage HS 40 Azimuth 278>>31 Elevation 275.00 Hin Strn(micro strn) 0>> 14>> 23>> 39>> 66>> 83>> 82>> 67>> 43>> 42 ~ 63>> 63>> 20>> 1 ~ -1S>> -18>>
Hax St f n (mi c ro st rn ) 0~ 47 108 ~ 191 2'93 e 425>> 442>> 381>> 306>> 300>> 364>> 363>> 229>> 149>> 66 55 Shr Strn(micro strn) 0>> '6>>
42>> '6>>
114>> 171>> 180 157>> 131>> 129>> 151>> 150>> 10S>> 74>> '0>> '6>>
Hinimum Stress (psi) 0>> 895>> 1757>> 3070>> 4S91 >> 6712>> '835>>
5780>> 4295>> 4201>> 5477>> 5472>> 2832>> 1458>> 164>> -45>>
Haximua Stress (psi) 0~ 1627>> 3647>> 6456>> 9957>> 14338>> 14855>> 12790>> 10153>> 9968>> 12213>> 12179>> 7500 4755>> 1967>> 1580>>
Shear Stress (psi) 0>> 366>> 1693>> 2533>> 3813>> 4010>> 3S05>> 2929>> 2883>> 3368>> 3353 '334>>
1648>> 902 813>>
Principle Angle(deg) 0>>0 23 ' 94'23>>0
-23>>8 -24>>1 -23>>9 -23>>7 -22>>0 -21>>2 -21>>2 -~~el '21.'9
-21>>6 -21>>8 ' '2
-24>>4 Rosette gage HS 41 Azimuth 270. 21 Elevation 275. 08 Hin Strn<aicro strn) 0>> 10>> 20>> 35 ~ 58>> 89>> 91>> 65>> 37>> 37 ~ 62 ~ 61>> 9>> -Se -17>> -18>>
Hax Strn(micro Shr Strn(micro strn) strn) 0>> 48 19>>
111>>
45>>
203
'4>>
328>>
13S>>
472>>
191 ~
480>>
195>>
434>>
184>>
363
'63>>
352>>
158>>
415>>
177>>
421
'80>>
294>>
142 210>>
108>>
115
'6>>
98>>
58>>
~ ~
Hinimum Stress (psi) 0>> 769>> 1708>> 304S>> 4975>> 7353>> 7478>> 62QS>> 4641>> 4527 5942>> 5960>> '087>>
1845>> 554 348 Haxiaua Stress (psi) 0>> 1632>> 3736>> 6798>> 10992>> 15895 16170 14439>> 11926 '1560>>
13S26>> 14009>> 9443>> 6646>> 3497>> '945' Shear Stress Principle Angle(deg)
(psi) 0~
0>>0 432>>
1 '
1014>>
-1 ~
~
1875>>
-0>>0 3009>>
1>>3 2>>S
'271>>
3'
'346>>
4116>>
4>>~ 3>>2
'642>>
3516>>
3>>5 3942
'>>2 4025
'>>5 3178>>
~ 7 2401
'2>>6 1471>>
-4 '
1299>>
-2>>8 (
I f5
Rose e Reduction Shearon Harri lear Plant - Unit 1 Pressure (psig) 0>>00 9>>99 20>> 11 30>> 10 41>>00 51>>85 51>>80 41>>22 30>>21 30>>24 41>>40 41>>11 20>>07 10>>00 0 F 00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr>>mn) 15129 19t20 00>>00 05t38 10>>42 15>>48 20>>07 01>>>>30 06>>23 04>>00 09 '1 00>>00 05>>36 09>>31 17>>03 09>>11 Hain Steam Pennetration Gages Rosette gage HS 42 hzimuth 278>>49 El evation 273>>00 Hin Strn(micro strn) 0>> 20>> 42>> 70>> 100>> 118>> 117>> 92>> 68>> 66>> 91>> 90>> 41>> 13>> -18>> -20>>
Hax Strn(micro strn) 0~ 24 ' 53>> 114>> 213>> 340>> 338>> 301>> 241 233 286 29S>> 201>> 138>> 81>> 67>>
Shr Strn(micro strn)
Hinimum Stress (psi) 0>> ~ -6>> 22 57>> 111>> ill>> 104 '7>> '3>> '7>>
103>> 80>> 62>> 50>> 43>>
0>> 855>> 1832>> '306>>
5212>> 6999>> 69S1>> '812>>
4471>> 4340>> 5651>> S672>> 3217>> 1746 191>> -11>>
Haximum Stress (psi) 0>> 946>> 2091>> 4299>> 7755>> 11968>> 11896>> 10473>> 8334>> 8064>> 9993>> 10248>> 6781>> 'S31>>
240S>> 1925>>
Shear Stress (psi) 0>> 46>> 129>> 496>> 1271>> 2484 ' 2473>> 2330>> 1932>> 1862>> 2171>> 2288 ' 1782>> 1393>> 1107>> 968>>
Principle hngle(deg) 0>>0 -22>>5 "0>>0 1>>2 ~ 5 ' 2>>1 3' 3>>5 ST 3 4 ' ' 4>>1 2>>8 1>>3 2>>5 Rosette gage HS 43 hz imuth 270. 00 Elevation 273 >>96 Hin Strn(micro strn) 0>> 16>> 38 68>> 110>> 163>> 167>> 150>> 124>> 118>> 148 150>> 94>> 62>> 27>> 22>>
Hax Strn(micro strn) 0>> 32 '>> '5>>
113>> 191>> 282>> 280>> 245 198>> 189' '31>>
239>> 163>> 106 49>> 43>>
Shr Strn(micro strn) 0>> 13>> 23 40>> 60>> 56>> '7>>
37 36>> 41>> 44>> 34 '2
~ 11>> 10>>
Hinimum Stress (psi) 0>> 823>> 1846>> '259>>
5324>> 7874>> 8011>> 7133>> '839>>
S571>> 6918>> 7073>> 2989>> 1331>> 1108>>
(p s i )
'558>>
Hax imum Stress 0~ 1178>> 2437>> 4266 7123>> 10534>> 10517>> 9234>> 7488>> 7156>> 8769 9054>> 6087>> 397S>> 1832>> 1576>>
Shear Stress (psi) 0>>, 178>> 296>> '03>>
899>> 1330>> 1253>> 1050>> 825>> 792>> '26>>
990>> 764 493 251>> 234>>
Principle Angle(deg) 0>>0 38>>0 -39>>8 -21>>6 -17>>l -13>>S -15>>8 -10>>6 -8>>8 -11>>3 -12>>5 -11>>4 'li>>0 '12>>l
-18>>2 -23>>8 Rosette gage HS 44 hzimuth 278>>49 Elevation 273>>00 Hin Strn(micro strn) 0~ 14>> 26>> 34>> 59>> 82 75>> 63>> 40>> 33 56>> 64>> 18>> -25>> -92>> -105>>
Hax Strn(micro strn) 0~ 38>> 82>> 125>> 167>> '13>>
206>> 153>> 92>> '3>>
135 141>> 44>> -4>> -36>> -41>>
Shr Strn(micro Hinia>>um Stress strn)
(psi) 0>> 12>>
820 28>>
1624>>
46>> S4>> 66>> 66>> 45 ' 26>> 25>> '0>>
39>> 13 ll>> 28>> 32 0>> 2266>> 3478 4640>> 4361>> 3462>> 2163>> 1848>> 3061 3383>> '98 852>> -3283>> '3734>>
Haximum Stress (psi) 0>> '341>>
2859>> 4299' '888 7567>> 7286>> 5465>> 3322>> 2957>> '825>>
5105>> 'S69>>
-382>> -~03'>>> -2299>>
Shear Stress (psi) 0>> 260>> 618 1017>> '205>>
1463>> 1463>> 1002 579 554>> 882>> 861>> 286>> 235>> 625>> 717>>
Principle hngle(deg) 0>>0 -12>>2 '14>>6
-16>>0 -23>>6 -21>>6 ->2 ~ 2 '1S>>9 '9>>2
-6>>7 -13>>4 -10>>9 4>>6 -38>>7 -22>>7 -21>>5 Rosette gage HS 45 hzimuth 270,00 Elevation 272.78 Hin Strn(aicro strn) 0>> 16>> 34 52 ~ 97>> 151>> 146>> 131>> 98>> 89 123>> 128>> 75 ~ 41>> -S>> .19>>
Hax Strn(micro strn) 0~ 25>> '9'>>
110 ~ 204>> 270>> 267>> 227>> 181 211 218 146>> 99>> 60>>
Shr Strn(micro strn) 0>> 4>> 13>> 29>> 53>> S9>> 60 48>> '2
'7'3>>
'4
'5>>
35>> ~9>> 32o 36>>
Hinimum Stress (psi) 0>> 744>> 1640>> 2721 5035>> 7403 '194>>
6331>> '835 4S01 ~ '936>>
6177>> 3790>> 2247>> 412>> -97>>
Haximum Stress (psi) 0>> 937>> '>>1 0 '> ~ '003>>
7412>> '0044>>
9892>> 8474>> '690>>
6422>> 7906>> 8182>> 5366>> 3546>> 1861>> 15 7.
Shear Stress (psi) 0>> 96>> 281>> 641 1189>> 1320>> 1349' 1072>> 928 961>> 985>> 1002>> 788>> 649 725>> 812 Principle Angle(deg) 0>>0 -31>>7 -16>>2 '23>>9
-22>>9 -30>>9 -35.9 -37>>4 '43>>7 43>>4 -40>>0 -36>>6 44>>5 '5>>7 26>>1 '4>>l
S e Gage Reduction Shearon I s Nuclear Plant - .Unit 1 Pressure (psig) 0>>00, 9 ~ 99 20>> 11 30>> 10 41 >>00 51>>05 51>>00 41>>22 30>>21 30>>24 41>>40 41>> 11 20>>07 10>>00 0>>00 0>>00 Date (1906) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr(mn) 15>>29 19 '0 00!00 05 '8 10 '2 15>>48 20>>07 Oi>>30 06>>23 04 F 00 09>> 21 00>>00 05>>36 09131 17:03 09:}1 Hain Steam Pennetration Gages Rosette gage NS 46 h=imuth 280. 48 Elevation 270>> 67 Hin Strn(micro strn) 0~ 17>> 40>> 76>> 106>> 124>> 122>> 100>> 66>> 61>> 8'9>> 95>> 38>> 14>> -12>> -14>>
Hax Strn(micro strn) 0~ 32>> 80>> 162>> 327>> 526>> 531>> 455>> 369>> 357 433 437>> 293>> 205>> 117>> 102>>
Shr Strn(micro strn) 0>> 8>> 16>> 43>> 110>> 201>> 204 170>> 151>> '48>>
'72 171>> 128>> 9S>> 65>> 50>>
Ninimum Stress (psi) 0>> 832 ~ 2300>> 3970>> 6508 8990>> '960>>
7545 S632>> 5366>> '976 7191>> 4025 2407>> 731>> 534>>
Haximum Stress <psi) 0>> 1169>> 3024 5076>> '1421 17940 18082>> '5466>>
12378>>. 11965>> '4637>>
14026>> '714>>
66S5>> 3610>> 3131>>
Shear Stress (psi) 0>> 168 '62>>
953>> '457 '475>>
4557 3961>> 3373 3299>> 3831 3817>> 2045>> 2124>> 1440>> 1298 Principle Angle(deg) 0>>0 '9
'9>>
11>>4 26>>2 '0>>9 13>>7 '3>>0 11 ' '1>>1 li>>2 '1>>8 11>>1 11>>4 11>>9 11>>8 'o8 Rosette gage HS 47 *-imuth 276 ~ 55 Elevation 270>>71 Hin Strn(micro strn) 0>> 16>> 45>> 80>> 134>> 151>> 14S ~ 112>> 73>> 70>> 102>> 104>> 39>> 8>> -22>> -'>9 ~
Hax Strn(micro strn) 0~ 28>> 67>> 133>> 257 418>> 420>> 369>> 307>> 295>> 359>> 373 259>> 180>> 113>> 98>>
Shr Strn(micro strn) 0>> 6>> 11>> 27>> '2>>
134 130>> 129>> 117>> 112>> 128>> '34>>
110>> 90>> 68>> 63>>
Ninimum Stress (psi) 0>> 703>> 2057>> 3828>> 6731 '800>>
8629 7090>> 5251>> 5059 6680 6886>> 3730>> 2062>> 360>> 25 Haximum Stress (psi) 0>> 10S9>> 2S46>> 5017 '477>>
14768>> '4779>>
12036>> 10475>> '0067>> '2405>>
12077 8633>> 6060 3392>> '055>>
Shea~ Stress (psi) 0>> 130>> 244>> '94>>
1373>> 2984>> 307S>> 2073>> 2612>> 2504>> 2063>> '995 2452 '999 1512>> 1415>>
Principle Angle(deg) 0>>0 25.7 24>>3 22>> 5 -2>>5 ->>5 1>>7 -2>>1 -4>>9 -4>>2 -2 ' -S>>0 '9>>6 '12>>2
-14>>0 -13>>1 Rosette gage HS 40 A"imuth 274.31 Elevation 271>>25 Hin Strn(micro strn) 0>> 1>> 78>> 150>> 226 290>> 297>> 269 232>> 226>> 260>> 277>> 220>> 174>> 63>> 55>>
Hax Strn(micro strn) 0>>" 92>> 167>> 281>> '48.
606>> 611>> '33>>
430>> 421 522 539' 346 230>> 144 128>>
Shr Strn(micro strn) 0>> 46>> 45>> 65>> 111>> 154>> 157>> 132 99>> '8>> '31>>
131>> '3>>
28>> '0>>
37 ~
Hinimum Stress (psi) 0>> 899>> 4090 7464>> 11489>> 15293>> 15299>> '3666>>
11519 11209 13200>> 13962>> 10326>> 7739>> 3306>> 2965>>
Haximum Stress (psi) 0>> 2943>> '077>>
10385 16441>> 22155>> 22309>> 19544>> 15931>> '5562>>
19130 19000>> 13128 0997>> 5190>> 4613>>
Shear Stress (psi) 0>> 1022>> 993>> '461>>
2476>> 3431>> 3S05>> 2939>> 2206>> 2177>> '925>>
2923>> '401>>
629>> 902 824>>
Principle hngle<deg) 0>>0 21>>2 -43>>1 -18>>6 5>>3 -1 ~ 8 -2>>8 "4>>2 -4>>0 -6>>4 -4>>7 -3>>0 -0>>0 11>>0 '0>>3 30>>5 Rosette gage HS 49 h"iaeuth 271.59 Elevation 270.69 Hin Strn(micro strn)
Nax Strn (mi c ro strn )
Shr Strn(micro strn) 0>>
0>>
0>>
25>>
40>>
7>>
63>>
04>>
11>>
114 20>>
'54>>
162>>
281>>
182>>
439 129>>
'79
'0>>
132>>
'44, 146>>
392>>
123 104>>
328>>
112>>
103>>
314>>
106 13'9>>
375 110>>
~
135 125>>
~
'84 62>>
268>>
103>>
190 19 ~
'5>>
-11>>
108
'0>>
-14>>
96>>
55 ~
g)
Ninimum Stress (psi) 0>> 1182>> 2801>> 5120 7836>> 9991 9960>> '409>>
6466 '209>>
0006>> 7906>> 4526>> e>>4 )0 698 485>>
Haximum Stress (psi) 0~ 1SOO ~ 3203>> '007 10493>> 15739 15850 13882 '1463 11001>> 13205>> 13546 9127>> 6226>> ~
'3S5 2931>>
Shear Stress (psi) 0>> 159>> 241>> '44 132'>>a '074>> '945>> '737>> '499>>
23S6>> 2639>> '780 2301 ' 1099>> 1320>> >>3 ~
Principle Angle(deg) 0>>0 14>>2 5>>2 '4>>5 4>>9 6>>2 4>>4 3 ~7 4>>S 4 ' '>>S
~ 7 ~ 6 ->>7 -1>>8 og
Gage Reduction Shearon H Nuclear Plant - Unit 1 30>>10 41>>00 51>>85 51>>80 41>>22 30>>21 30>>24 41>>40 41>>11 20>>07 10>>00 . 0>>00 0>>00 Pressure (psig) 0>>00 9'>>99 20>>11 02/26 0'>/'6 02/26 02/26 02/27 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 15>>29'9>>20 00>> 00 05>> 38 10)42 15l48 20>>07 01>>30 06>>23 04>>00 09>>21 00>>00 05>>36 09>>31 17'03 09>>11 Time (hromn)
Hain Steam Pennetration Gages Rosette gage HS 50 *"iaeuth 278.27 Elevation 268>>83 45>> 70>> 69, 7~ -28>> -49>> -49>>
Hin Strn(aicro strn) 0>> 21>> 44>> 57>> 63>> 94>> 98>>
395 ~
~ 46>>
267>> 326 338>> 240>> 182>> 119>> 102>>
Hax Strn(micro strn) 0>> 26>> 60>> 128>> 258>> 398 346>> 279>>
84>> 76>>
111>> 135>> 117>> 105 Shr Strn(micro strn) 36>> 97>> 149>> 137>> 117>> '28>>
0>> 3~ 8~ '52>>
Hinimum Stress (psi)
Haxiaum Stress (psi)
Shear Stress (psi) 0~
0>>
0>>
918>>
1044>>
63>>
1963>>
2320
'78>>
3030>>
4615>>
793>>
4474>>
8813>> 13582>>
2170>>
6788>>
3397>>
6908>>
9'2 13542>> 11699 3317>>
5591>>
'054 4144>>
9344>>
2600>>
3980>>
8949>>
2485>>
5355>>
11056>>
2850>>
5419>>
11434>>
3007 2505>>
7708>>
2601>>
5528.
2341>>
'46>>
-408>>
3342>>
1875
-602>>
2778>>
1690>>
-29'>>5 -32>>5 -23>>1 -28>>8 -26>>4 -24>> -25>>0 -23>>b -23>>6 27 ' -26>>8 -22>>7 Principle Angle(deg)
'23>>9 0>>0
'24>>5
'24>>5 Rosette gage HS 51 A"imuth 269.40 Elevation 268>>79 53>> Sl>> 71>> 73>> 33 ~ 9>> -13>> -18>>
Hin Strn(micro strn) 0~ 21>> 38>> 54>> 74>> 93>>
348 95>> 75>>
310 2S5 ~ 248>> 29'3>> 301 211>> 152>> 86>> 73>>
Hnx Strn(micro strn) 0~ l7 72 139>> 240 343 98>> 111>> 89 ~ 71>> 49>> 46>>
Shr Strn(micro strn) 0>> 3~
'7 43>> '3>> '25>> '27>> '17>>
101>> '14 3081 1754>> 402 125>>
Hinimum Stress (psi) 0~ 933>> '896>>
3050>> 4658>> 6237 6341>> 5368>> 4127>> 4006o 5047>> '192>>
10599>> 8639' 8400>> 9999>> 10294>> 4930 2158>>
Haxiaum Stress (psi) 8349>> 11987>>
'602 1069>> 2667>> 49S5>>
'044 0~ '1811>>
1016>>
Shear, Stress (psi) 0>> 68>> 386 953>> 1846>> 2787>> 2823>> 2256 ~ 2197 2476>> 2551 '981>>
'588 '100>>
-35 ' -18>>8 -21>>1 -19>>5 -19>>1 2616>>'19>>8
-21>>5 -20>>0 -21>>0 -20>>1 -17>>0 -17oB Principle Angle(deg) 0>>0 '20>>9 '20>>1
'31>>7 Rosette gage HS 52 h" ia>>uth 278>>49 Elevation 283 '0 87>> 124>> 34>> 5>> -6>> -8>>
Hin Strn(micro strn) 0~ -0>> 22 ~ 55>> 96>> 166>> 173>> 140>> 88>>
286 349>> 353>> 236 161>> 88>> 79>>
Hox Strn(micro strn) 0>> 40>> 75 ~ 145>> 280 410>> 416>> 363 293>>
111 114>> 78>> 47 44>>
Shr Strn(micro strn) )0 ~ 12'>>> 121>> 102>> '9>> '01>>
0>> 26>> 45>> '2>> '11>>
c6 l 489>>
9476 7941>> 5507>>'>>9'28>> 7310>> 3347>> 1712 '32 Hinimum Stress (psi) 0~ 369>> 1415>> 3133>> 5726>> 9207 9940>>
'410 12417 7860 2437 Haximum Stress (psi) 0~ 1272>> 2588>> 5152 9842>> '4642>>
'4893 12907>> 10186 '2357
'175>> '734>>
' 2483>> 2217 1732 1051>>
(psi)
74>>
Shear Stress 0>> 451>> 586>> 2058>> 2717>> '282 '473>> 'S54>> '257>>
5'
'708
'009>>
-3>>4 5>>1 5~3 7>>7 8>>9 '>>b
>>8 Principle Angle(deg) 0>>0 -28>>3 -18>>0 5>>9 9>>0 ~ 5
'>>8
-Rosette gage HS 53 h"imuth 270.00 Elevation 283.65 106 69>> 64>> 95>> 94>> 34o 17>> 25>>
Hin Strn(micro strn) 0~ -8>> 3>> 23 56>> 126>> 135>>
283 275 324>> 333 237 167>> 97 8>>
Hax Strn(a>>icro strn) 0>> 37>> 68>> '34>>
260 379 382>> '40>>
75>>
'6
~
Shr Strn(micro strn) 0>> 22>> 33>> 56>> 124>> 117>> '07>> '06>>
114>> '20>>
'02 1408,"Tt
'02>> '27>>
~
7948>> 6636>> 4891>> 4664>> 6110>> 6170>> 2150>>
Hinimum Stress (psi) 4261>> 7638>>
'723>>
735>> 2023>>
'339>>
0>> 109 Haximum Stress (psi) 0>> 2187>> 4S01>> 8826>> 13291>> 13460 11853 9676>> 9384>> 11218 11518>> 7869>> 5498>> 3324>> 2881>> ~
2265 '
'092>>
2360 ' 2674>> 1674>> 801>> 737 ~
Shear Stress (psi)
Principle Angle(deg) 0>>
0>>0 491
'7>>6 726>>
-3>>0 1239.
~ 2 2282>>
2>>6 2827>>
3>>0
'756
'>>>4
>>9
'60'9>>
2393>>
->>8 ~ 4 >>1
'554>>
1>>l ~ 1 1>>6 6>>9 S.3 ~
t Spring Line Gages ub D
Ros Gage Reduction Shearon Ha uclear Plant Unit 1 Pr~ re (psig) 0>>00 9>>99 20>>11 30 ~ 10 41 ~ 00 51>>85 51>>80 41 ~ 22 30 ~ 21 30 24
~ 41>>40 41>>11 20 >>07 10>>00 0>>00 0>>00 Date (1986) 02/21 02/21 02/22 02/22 02/22 02/22 02/22 02/23 02/23 02/24 02/24 02/26 02/26 02/26 02/26 02/27 Time (hr:mn) 15:29 19>>20 00>>00 05>>38 10>>42 15>>48 20>>07 01>>30 06>>23 04'00 09>>21 00 F 00 05>>36 09>>31 17>>03 09>>ii Spring Line Gages Rosette qaqe SL 17 Azimuth 269>>38 Elevation 376>>25 Bin Strn(micro strn) 0>> 6>>
C C ~ -62>> -122>> -271>> -393>> 365 '35>> 306>> -274>> -313>> -347>> -309>> -267 -207>> -171>>
Hax Strn(micro Shr Str n(micro Minimum Stress strn) strn)
(psi) 0~
0~
0>>
8>>
15>>
-639>>
-30>>
16>>
2257
-92>>
15>>
-4780>> -9648>>-14037>>
-104>>
84>>
-157>>
118>>
-177 o 94 '00 '15
-135 o -77 o
'13313>>-11975>>-10501>>
-82>>
96>>
-111>>
101>>
"95>>
126>>
21>>
165>>
-9515>>-11024>>-11966>> -9653>> -7915>> -5768>> -4751>>
165
'3>>
85>>
146>>
74>>
122>>
t(aximum .Stress <psi) 0~ 38>> '1546>>
-4105 -5920>> -8776>> -9140>> -7521 '5391>> -5219 '6516>> -6340>> -229'6>> 736 710>>
Shear Stress (psi) 0>> 338>> 356>> '37 1864 '631>> 2087>> 2227>> 2555>> 2148>> 2254>> 2813>> 3679 55'678
'252>>
2731 o Principle Angle(deg) 0>>0 -40>>4 -44>> 1 '3>>3
-18>>3 -13>>9 -4>>9 -9>>8 -16>>5 -10>>7 -.8>>7 -15>>0 '23>>5 '25>>1
-26>>4 -25>>0 Rosette qage SL 18 Azimuth 270>>22 Elevation 376>>25 Bin Strn(micro strn) 0>> -21 o -69>> -125>> -250>> -391>> -402 ' '158>>
-345>> -277 -270>> -320>> -321>> -204>> -141>> -94 >> -78>>
Hax Shr Strn(micro Strn <micro Ninimum Stress strn) strn)
<psi) 0>>
0~
0>>
-9>>
6>>
-35
'7>>
-751>> -2522>> -4745
-80>>
23>>
-141>>. -197>>
55>> 97>>
-191 105>>
"9323>>-14353>>-14637 '12509>>
93>> 81
'115>>
'9933>>
-102>>
84>>
-9568
-137>>
92 '0>>
-141>>
'11516>>-11584
-65>>
69>>
-26>>
5>>7 ~
-7137>> -4748>> -2972>> -2419>>
2~
48>>
8>>
43>>
Raximum Stress (psi) 0~ -490 -1760>> -6885>>-10018>> -9934 '8343>> -6317 -7417>> -7552>> -4040>> -2190>> -846 -483>>
'083>>
'3740>> '5843>>
Shear Str ess (psi) 0>> '30
>> 381>> 503>> 1219>> 2167>> 2352 '808>>
1863>> 2049>> 2016>> 1549 1279 o
'063>>
968>>
Principle Angle(deq) 0>>0 -12>> 2 -30>>6 -15>> 5 -13>>4 -8>>2 -4>>2 -6>>1 -7>>6 -7>>S -5>>2 -6>>7 '15>>5
-19>>9 -24>>3 2>>2
APPENDIX WJE XVII. WJE DEFINITIONS AND INSTRUCTIONS FOR USE OF DATA OF APPENDIX WJE, I THROUGH XIII
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VIVog 5YAg.g FROM &L, 575r'5 90 7l. S 6'i 70.52O 7l>Of I El r QPgrPO AV hR'IMIJTH l 35'>> OQ PEAK ps)q 7u.53P 'l legg4 7o.9& l CHp
&3hl 0 44.n~ G4.490 Z3/oa W4/oh IyIehSVkflCHT 'IS Vet TIKI WyOP ~TP R1 FROAI 5L. 3q5.75 I O Iran@, 7l 47' cg, wg4,.o0 ~T'vinivrH CaS-Oi PEAK poly oAso o.az.l o.6P C4'Jga MEhSJILENIEH'T I 5 YE<fl caL wvo9 STAR l Z>/OS Fi20M EL. Sate,Sg TO 1I.70P 7leg g'L 7l C4~ gL, Qgg,r~g AT AX>~MJ'TH 3I4-57 PEAk PSl4 7l II4
~
7o,+& 70 "IOP c s.ohio C4 A~V 45 dl2 W/p4- MEACVREMC4T IS IZr'Ib\hl WD l c7 5TART h'r AV)IVlQTH I(p~r dE h'ID 7lr Pgg 7l '4&
~ 7li+74 RLi 386.SO PEAK Fslcj
&0,PI8 7o &M 70~ E~b
EBASCO SERVICES IHCORPORATED lil~
lsd'h~<<I<<t l~
SY JOHN MA>CIIAK OATE.~
CHKQ. IY X~~~l DATE
~l~e5 Sneer SIT RTZ ZONe Avc) COMM &gyp EvEH+ zoos yp~p~~A~~<< (z~ TEMP(F) 1HOI2, E4w a>/uy IvlkhStII2CHgh4l'5 khDIRL
%Thar AY hZ>HATH 9 0 -05 hue
'7I i8a 7l 5'8~ V(.qq>
~ 7 I.
EI,, 3PS,dg .
&45'0.14K P&Ag Pelt~
9 420 70.304 )0. op'i I'/OZ vl Dl+ 5TAg;T
'7lifZ,P 64.lss H'4V2.
+3/pC C k.aux' I r7k'4 Jh&Aqlli2Qlvl6NC ht'ZIMUTH IQC - 2O hug El., 3~o.+2 I 5 RAOIQL.
PEAK P5(gI 70.4la 7D.0 IO '7oigl l I=H P 6 42sg C5 782 A'D lb INCRSVR.F.QE-A7 l 5 RA,DIPI.
STP RT ht'Ri&VTH '9d-00 4uD 7Ii> 82. 7I.$ 9$ 7I.S? 7 EI.. 8+6.OO PaPX PSlq 7D.3Q+ 7d.%ox 7o.+05 EH@
$ 4.3r, (y4 472 C+.4 l8 WR )8 Z3/Oa MEgSVRQHc rlt LS kADtRI-STAR I At AWiMLI'fH 90-a 1 7I.SSa 7lig72 7I 427 CI.. 5oB.io PEAk P5I Ci 7D.304 ?D,q70 70. &37 Cf.I.S8 4+AXG RZ/OI ZWJO~ P4/dc M c45(P R E M EH T I S iZ+ Dr* 4 5TART At hgleurlI S4lt'-S( hhO 7l ~go 7l 995 '72M IHIP< 7I'PSS QI, 236'FAKPSI6 70.21I'4 ~D.C IO VI.4aa VI ll4 7o. 855 ly+.994 K782 CiS &OS ~ 030
Fg g- 4/Q EBASCO SERVICES IHCORPORATED gegPBthrua&S lu Zoot', 5F- P<>PLAr'-EAWr~ e&hSURIHC~ WIR&c S 1T. RfZ XONE Ave> COM H &O'P$
<VELDT ZO<a TEMPERAORE (I-I ~~a(r-)
z>/or 24/o~ W/oG thKASV<C MEAT 16 PA ')irk<<
5Th A.T 1l 68m 7l 59('y 73.4G f 7I>708 II>955 AT @~> PMPH IATcH f hT AzlNl OTtl ~4k-oo
~
AQD FLi '319>0 PCiKAIC, 7O.XB. l0>l>> IO 7I>4yg 'll> lip >0,8~'3 c'Z Gs,>$ 'z C5'COAL 6~>030 gC'. 1O3 5R Zn/o( zw/o7 NEASJREKEVT i5 kw>>AV PT EQVIPlethlT HhTc H 5'7'EAK 7I7OP 7l $ 50 '71.5'i 0 Py AWlguTq '54'o" hey EL, Qld>ga PUBIC 1l l 1+
~ '70 >8 7 I Q5'.030 ERE+ e4/O l 8'EASVRB<ggy i5 ghbiAi 9TAg'T 71 708 70.520 hT Egoism Mtgf HhfcH Pg AglnhV,H 8% 2-> 1 PEAK P51$ hug ELi WQF>00 7l>II+ 7I.384 5'030 (4470 &4,SSa Ek 35'ARY o/or a.<o) INCRSJRCMCuT I<
g'T @V>PSST H+fcrl Qhg'AL 71,70 g ?o.ply '71 i ll 4 h1'RlHMVH >34-5g PHD CL> '297>")?.
PEAkPSlr, 7l> ll+ 70,GIB 54.r,7o 84/pq 5TaRT 71>330 1 I> 33 o PFAKPSICa 7o. G'Lg RNQ G+.!FGC
EBASCO SERVICES IHCORPORATED ey Jeeel ~ Meeecllee Qeye~ei CC
<<>>y ~CAP~beye~s/S eeeeeey, (DqTAIYIYYAIIITAIRTselPDIA eesi (sj ill=I=TYIeeeec'D SLTYIIee LII D*yeee I aeeg TIIAD Ol- vhL g " dkCH~T5 /Pip SCfIAlc Cd OhTI/ri AP &)0-Oi -T&5t l CASIif~H;-dry QI,R,Cc'TIDkl H QIgamr t. gt act:
re4p~ck aik (r) 0>>~- I TYIS&e(F) DIA-T 6:RcmcC SETvfgcpJ X'-I ~ .I EQL~ACC SET'w@gv ',
yp,vugg Avp ' I OA re% @MD' I
-'X I PI.-A'k. IPHp C I PR<55V R 6-.
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(
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i I e
+9W~ QC-40,+z. HCQ 7e
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I I 7> WP '-GD7 e I ~ ~
I e
I ZZC37S 1> -7I 0 I l
2.@-372 S'8'
< Ol>t(O> ~
D g qgD <O~s/IJTIQ+TQ T (Q C 4 pF- ~~) tAt- l3E~~I4l-)e~e gd,lg PwqruILb 0 Ii-F ~ ~
yg $ 'e" g $ (R, rae,w ~TArt h( 0 E~O dr-e v."s'r l5 Q+ I-e ~
APPENDIX EB II. THERMAL COEFFICIENT DATA FOR CONTAINMENT WALL, WALL TEMPERATURES
F8 Ii - /~I EBASCO SERYlCES INCORPORATED J MAueHAy ~qp, fg SHEET i OF
,... ~CAr>i,~as ~g odd iio Leek'5< "o: 55 CL.I EH 7 CP PROJECT qqeqEcT SITL uTIWRTC OF 'TtiiRHdltl <06Ff Ot- E>PAIJ5IPD I=pe CAlrd Qp*
d Rt.-egt t'~d IZ" 5I@P dt= 'f -6 Trltrg, ~A t.t (rare.~trrwr,'.l'di 2 WAW AQ.Eddy t~(W It&do db 7 4) ~ 9> Z 4 ~ ILJ tt Wht-I- PCd'LIPID I3/ HPQ ddt'. t~+PS $ ithlER.
dd <<ie id id < de iiuoe) 'idedus
~ 03 Do (di)+v;sg/6 s<. 5 C
yVat-t. otic,drtIC~ g'f VtW~ ~ RWh8~ ~ u82. L '.
( I'oiu> dr dr it 8 ig t 32'u=-ie) l.n lt f 8 r4) t
~'
ID
+ > Q /ed ~ x w = o. ed o bL Ade edcmr dp c<<ii dr iudIui did/2i2d'der fdg~r2si Aei+.
idei2 *isc. sr i R>isidd2 PAPlrd 2'='3 $ >>d //Pi'. $ 1~..= &.se td /2
) <]dC: g ti22 %el< Dirdddiidd2 2'. - [o de Ir(o )+ e9>2(ss)]io
~ = ~-.so 92 io, ]>> rdi o rdi2 ueidr el) cflkgl Inde lo.dog(dd s)qo 93+d. dI)do => s>> idio iu jiu r:e i~r-5tgce 4IIFFALru~ geTVM ttPIZl% 4 VCW-I
~ ~
tg Iqttttyg d)C 44r'9 OI- IIr< I/ I Od. 9Jrit
~~g. F&7xio "t4 /IN I oP. to F CHPIJ(P. IJ OAIE F~<1 SOE.TO TCMP CHAI I/E dI- l~~
>H = I Z tg (g.>4.yard" )= GIIIdd79%XIP rlJd = 4(od792. IdtcCPI told f'I CHmq ta &Ottp 3~~ d T~~p r-849dae Ot= I < II=4'S-
n Z
CO/l'AWEIGH'T WAlt Ae Temp (>> OF X f
0 C6 HTAIAREHT TEMP CRATuR E (r-) ENCLOSE0 Sl'hfC 5 x
X OAT'E EVENT WALL AT VA<)045 Fl.c Vj4TJOrJS (ITT') hROzJHD cONy, LL2v Z 2 n
50l~tPO HBQ+ CI.FzI EaP a E LelI ELeV 928 3 gggd 2.7Q g 227 28to 7'58
& K 7C z O 0 PVr, Ll~ee 2' I PI Cl.G 70 J 7) Z. a i/ I/SC Qggqlhl HIHi) 0C SI7 i&= 0 y )NI)ER Cdgg, AVQ 7$ ,'L G7.2 Gi.9 C3.O Fdu HM5<<E- Z Debug PJJIJJf QIJT5a f.'odc dl4dl 6S.+
XEHTS fTI fQ Az/ff ZOIC Q5-3 45 (.
A AVt, l.leaf.g Cp& J C&i3 ff) z./zz/eg 10:t)7:3p 44'il5M; ll S Al:TER R&ACJIIAJz') III)IER COIIC'Al/fl 7 1ip 67 2- tzz'2z3 A
fll P - g').QF'sly PE'Ak PRc5$ " oIJT6ILcoNc.A+i 70.$ 54'I Ugg DOPA CgQf thFJ)T5 TAKEN (y0.5 o
Ave toHC. 0 g2A O AVA t-IIIKQ
(,4.7. C). ~ I.I..S z ffI z/27/I3 (y 09: Il:4'(i )4H:07, Sg g /iJ'768 DEPT f5- ll)hlfg, CONL.Akj 6a.4. 67.+ 62.lo Pl Z
C7 IIPZkVIoe (P-0) > nrtEasf/Ikc- OuTER CONC.Avc, Q7.) bl. f MCHI'5 I h KEH m AV6 COalC G7 S7< 5"3 7 A IIOTE i Oo I, COuxhldlV(G>> WIILf.t'6 RIJQP'QTf/a RFl.agf) =0 $ T Cl fb QI 3$ (P 6&AII5)- ~NI.L $ >I<CKhJC~~
4)
I g . 37$ tISQQ Pl RBHA lJf TAE 5Afep gt Talc'c 0 THEe e~ i'~'I'If-,Js ~au T)tf f:~T=<JzJe cofIOII/0d aI &Pdf UA, Is o C JJ Z l/)
OIJTDdf."k $ A<M.
X nz
0 ES K -6/g d <<<wc<<Au ~q~P EBASCO SERVICES INCORPORATED
<<y OFS NO.
2./( (
SHKKY S~~
OE"T OF NO.
TWO CLIENT
,, &HAPP 0 5 A/I-= Od A MTIMATg dF A4g T)=HI C'OQT'AII)IRWdi LI/ALL ClIVCI'<)Pf'L= g Ll)1LQ,; I,d<)
SUSPECT ate'.
Harris Nuclear F'lant W JE No ) 790:?:!90 D 02/21/86 F'age 1 Pressule 0<OG Time! 15 l 29: 21 Load Stage OOA TEMF'EFIATUFlE DhTh Chan. Label hZill<uth Elev> Temperature (Deg.Min) (Feet) (Deg) F.)
90<00 ~~?)00 66<4 90+00 227<00 bbel 00" T 0 0 90+00 227)00 64 ~ ~~
T 04 L 170)00 227<00 67)l T 05 I 170<00 227,00 67ol 005 T 06 0 170<00 '27<00 65' 006 T 07 L 270.00 )
007 T 08 I 270<00 227,00 66<0 0 a' 346.00 227.00 65<9 0 346.00 227<00 65 '
o4 T 15 I 346+00 328+00 67<2 T 16 0 346)00 328+00 63<4 4 00 37 0 5 '
16 T 19 1 346 00F 376.00 '65<9 225.00 410.00 60.5 T ~1 225.00 410.00 63)0'STIMAVE dF AVCR4CaE TE.MPERATORE (I-") VERTICAL DIRECTION CONC ~ 211-O'Z7'CoS9's 2'27 5$ :4)9 4'4<32 528:69 I'S<)8 '2I74):4S'5')~74 384)'6>'>j S~rn 491; 4I S u<<t< ')n-'2)7:(ASS;2')72di<< 7M)2roS-'32<<:7<)'7",828-I7)'>< 4'<'17) IS&'<7<')'3)'<-44~'<54 I
ESTIMATE OF AVERA4IE 'TEMPERATURE (I=) C.IRON/I</I PER EHT(AL OIPECTId N ELK I/ATIOII CONCRETE LI PER (r-v) /I%. O-90 AP.9p-gO hik<IPO-2<<P AR50 '360 AP,.0-90 K.90-ISO g IO-270 AK Oo-3<'0
'Z I 7-.%'L7 LO6e I 6,4 cc,8 (.o.9 467 2.u-a 8 s9.+ 70. 5 70.5 8-'328 k9) log, I 70 7 10. 7 2,( 1
)
8;<8-37C (SS 5 C4 rV CM ~ 7 3'-3N CuE.4 l.%'<c~ 9 C 5,')
gg4-4+l Cpl.f c, 63rd
1 C.P il-+/S JMAOEHAlc CHXO. BV ~<MIi P TE
~f/1$ g A EBASCO SERVICES tHCORPORATED
~ HEAT OF Ci IEIIT PAOJECT SUBJECT E5 lgPTP 0 I 6'VCj T &tg 4'OlJTAIJ HC'Jl WAL < CPU<I22' c. &Lb' ~de& 5IRCif l&8 Har ris Nvc lear F'lant. WJE Non 79022'/0 Date: 02/22/86 F'age 1 F'ressvre 51.80 Timer 20e07e37 Load Stage OATA lb'EMF'EFlhTUFlE Chan i Label h". imut h Elev. Temperature (Deg . Kin ) (Feet) (Deg. Fi) 00 01 L 90 AOO 227EOO 64 ~ 0 T 02! 90EOO ~27EOO 64EO 002 T 03 0 90EOO 227AOO 64e5 003 T 04 L 170EOO 227AOO 65e0 05 170 00 F 227EOO 64 o9 005 T 06 0 170EOO 127 A 00 65EO c'
65 ~ 1
.0 227.00 65o6 009 T 10 346.00 2 F 00 bbi3 T 11 346,00 227EOO 65E4 011 T 13 346AOO 268EOO 70e8 012 T 14 I 346EOO 346EOO 268EOO 328EOO 72r3 68.1 014 T 16 0 346AOO 328AOO 58E4 015 T 18 0 346 00 F 376e00 54A4 346.00 Fl +'
'76AOO 67
) d c-.
.1 EJ ~
5 00 410o00 65 ~ 3 F FF ~ AO I COPP 217-227: 6+3 2~7-)6S: (I8 9'2J'o8-32 6: IJ7.5' 328-'378'B'2 l ~ 976 8SQ: CD'6 )3&4-+0l l 60 3
~PIi PI7 ~gP. g4') '127 2ge 4 gF4126S-3 8:7 Jggg 37IB,677F)7(y 3g(g.&72 ~ 38(i, 4'll.g5 $
~
E~TIM4T'& OF AV6(2ACiE TfII1PI=QATURE F) < IRCOMF-EQ C. N T lAL PIIPECT IOht BLR VA'rIOQ L,I l45R, (r-T) Ag 0-90 Z go-180 $ .I80-270 Z.n0-860 .0-90 Z.90980 P. I80 270 270-yyg ZI-7-2,2.7 I
&5, I s4,q ac 2 a4.9 4WoG I
co5 ~ 4- &4 9~
'Q7-'2&8 Cnf .9 IJI 8',9 CS,&
(.7 c 70 70 o2 zs8-328'2lr'- 7.5'0
'37'er
.6'O.8 0 7.7
-3Q P Cu7 i'2 4v.g s6 -44t 60.8 Gd IBS 8 3
C.Q g -s/5 E BASCO SERVICES INCORPORATED u MAIJENA< o~o~+>2/gu SHEET OF oooo. ov ~6~> oooo ~++ OFS NO.
QCCC.35'i NO.
CLIENT PROJECT
~gI1uI)TP o - AVf, TEIWg CPIjTAl3)11'JT 42/ALL- cddciI.Mc. 't LJJ/AZ 'OJ.II SrA;C' ZA Harris Nuclear F'lant WJE Nou 7902290 Da te: 02/27/86 F'age 1 Pressure 0.00 Time: 09; 1 1 I 46 LO 2d St age 58A TENF'f F'ATUFlf DATA Chan ~ Label h- imut h (Deg. Kin) f 1 ev.
(F'eet)
TemI erature..
(Dc-.g ~ F~ )
000 T 01 L 90o00 00 QoQ1L 2MoQQ .kLak n02 QQ ... MoQQ . C3o.3.
""~Uk. 62i6..
qC M..227~.9.0 ML
&~5.
006 7,Q oo7,oo 007 T 08 I 270 u00 6 Auo0..
4 oo-~oo ~~oY 3AkaQQ... "o7~2 9 Z
'1 u-
~46o00 ~68.0 67u4 013 T 15 I 346.00 328o00 62u6 014 T 16 0 346+00 328.00 51 '
015 T 18 0 346o00 376.00 46.1 C) ? C c'
I
<~~IH47'E of A~f<A4iE '7CAII)GRATER." (F) VERT IO'AL. DIQEcnod
<uuu', CJ2 2<7 'Cs3 '1'27 241I'b5'2'A 3 323 l cs2'I'q 322 37k'3 < ')27> 3I&' 3'7j 3$ (o-441! 4 I 0 Lldfg; yI7 gag;g2,g g27-Zcg:(IS". O 2/ II-328:&5.()'>'318-374:('.l'576-'3FC: ("'2' PgtP ~I:C3.7 CS I i'/Ibsen OF AVfQACI TCHI FRPTVQg 9 CIRC LJRFERRWTIAL SIRE'CTIOH E,t-EY+g(orI CONCRETE LI h,IE Q (F7) AR" D-90 AZ.90W80 AP IPd-270 AP.Z)O-56O 4Z- 0-90 AZ.9O-gO A I b'O-2,~O nZ 27O-369 2 I'7-'X2.7 Iul<,S <3.2 c 3.+ Q Iog (;2S 2,27-'Z(u5 Cn S,2- 6C, '3 IOS,S zc F-3zf IOZ, $ Q2,3 IC ~.()
sag-'37k S5,5'3m 55.5 &I e'0 toI .'9 974 -386 l '557 IOI c2. dI .2 38C,WWI 48 u& 4.8,c 5Q e7 5~ .7
APPENDIX EB III'EASURING WIRES DATA: LENGTHS AND LOCATIONS, THERMAL COEFFICIENT
EBASCO SERVICES (HCORPORATED C-.5 LII. - I sv JbHH MAHchAK DATE~~-
,, ~pA ~ssp~~ 8L
,;DISPI.ACEQGHT ~aASuZIHO wiRE5 0~To: LEeC<TqS g L.OCATIaNg
! Ki)F I,
I jI I QF AI IIC~
CHAII E,L L~c,vo' CHAMALCL LRIICiTH QOTE5 ctlA NJ EL I
l Ce) (F T)
Pd I ! 89
+2.5 I ,I I
~~15'f 30 +2(~~
i 6,'ily'I I wW.4 'I )8,
'I'3S 92 82 'T ( 'II9 I
')3$ ,'2.$ Q3 8),~ I(, :lid' 90 90. %4,7 I C~v>'gt2.
9o 05 17,9 I 122.'%5 I
57] ;. 9o Iv. I I
3P'.
97 ) 7.7 l~
I I
4( 12,8.C 'I8 I'Pent I( I )M'.
<afar I 99 . '20'R I l29,0 I 18) I.) :I A.Q.'27'>g 4+ )V9.7 I 102. )0.2- '(
I
'6~ IO8 I0.5 lt9.
87 I ~
I
'CQ 2b 104 )0.$ ( 77. 20sg. if
&'7 9,s' I'<5 )0.4 75 PO. ) 2
.48 97 IOC lo< 7') 2. I
&9 r~r Io i )9,4 Zo
?0 I '0 2 108 1.7
~~7) I') 9,g '82 gb 2~~
,"2. Ia9 IIO 174 x3 ~ Q .2
.?3 (.9 IO< 'I
)9 I I2. I 3s 7S 10 b If% Pr 76 )3.5 1 )$ F7
)00 +2, S l)5 wdrc s:
I~ L4'IA,E Wh5IHS>0k 7KE dgNTAiN~gg~,
2 WIRE QASdd<S10& TH& g)PJTA)PHtgf QVf'IHSIQG T<5 QQCLOSCQ.SPACC ACOOPO fgP CdrJ-
'PAIH)hEHQ AT THE Eh'SC SLASH
$ ;CHANMCL I77 (L.ASC~ Eggs) w+s dorsal@ IV 50r90Pk A'- g)QE-ting, EEL.~~ THC f*-q uI0>~>~ PR~ I Stol Mtc+,MS C>)TAa,dg JPJ/~Ji '3 g t." obfF Ot- Ct'I = 0, kg > Yt0 (hl/t~ J'd.t2 Phi(ZeE P P'SED IF JJoYW Mtg.$ C>yP< FJJ,A4 Z~ P P(r QW) Ic~LQ I 0 <P J 0 g" J)q 004 JJt';C~IJ,C 5 F Ctt~gt"- tU I 4WJ
(~E-) (O.( SS <<'~ )= e,sTO iWig ~IE,
< dt- ~~
$ 5 tIF- 4 Ft~L %lb C.tttI-C Pk (b kQ,P gQ~7 5ggi J-5 F~~p,q ggl"ltd ftt41 Pkbct'cJt tlat) Nt~5 clr7+QJot'N N)t q T-yteJIJt~qJJ t~yP~ 3 Q c)~g~s<g I M~ ~FIJI(~ gM tICMT IG- 4
caTgi -~/q NiCKEL ALLOYS 16 FROW pygmy( TOW 1'k,&= IS,i~d I 1C 1~5 Cd I +I-OC>
P/0,TP,
<PP(II 'Si(C<~ 'EOP MAIPP muzzy aOP <C~~idu VOe PIN, 'f~r~ P ~rima<<
ST-; I~VWC t ikey Nominal Chemical Composition Thermal herm, Expansion Conducti Density in/in"F xc 10 " BTU/sq ft/hi Mn Fe Cu Others tb/cu in 70-200"F 70"F designation Ni
.25 .15 .05 .05 .321 7.4 436 Nickel 200 99.5 .20 .15 .05 .05 .321 Nickel 201
.02 .321 655 Nickel 270 99.97 66.0 .12 .9 1.35 .15 31.5 .319 7.7 151 Monel 400 Monel R 405 66.0 .18 .90 1.35 .15 1 S..050 .319 7.7 151 Monel K 500 65.0 .15 .60 1.00 29.5 Al 2.80 .306 7.6 121 Ti .50 76.0 .04 .20 .20 Cr 15.8 .304 7.4 103 Inconel 600 Inconel X 750 73.0 .04 .70 6.75 .30 .05 Cr .0 .298 7.0 Al Ti 2.50 Cb .85 Permanickel 300 98.6 .25 .10 .10 .06 .02 Ti .50 .316 6.8 400 Mg .35 Duranickel 3 94.0 .15 .25 .15 .55 .05 AI 4.50 .298 165 Ti .50
~
Span C 902 42.0 .02 .40 48.5 .50 .05 Cr 5.4 .293 4.2 AI .7 Tt 2.4 "tnvar 36, 36.00 .12 .35 63.2 .30 .655 alure 00 70.00 80 Compensator 79.0 .05 16.3 .15 .316 12.9 240 Molybdenum Permalloy Kovar 29.00 .02 .30 .20 .302 3.25
.05 .50 50.0 .35 .298 90 49 Nickel Permal 28
5H tc'I gP H~~ 3 de- $
g) Igb (<Pc) 74 Cg*g(CTTd AJ FOR kt IL TC @ P C IVADCIC Kominal ltomlnal Mechanical Properties trical Modulus ol Modulus of, Mechanical Resi 'ty Basticity, Elasticity, Properties ohms/cir It Tension Torsion Tensile Yield Strength Elongation Hardness, 70" F PSI x l0 ~
PSI x 10" i Condition Strength, PSI PSI, 0.2% oltset % irl 2" Rockwelt e sign ation I
.11.0 annealed 67,000 20,000 47.0 854 Nickel 200 annealed 67,000 20,000 47,0 54 Nick~I 201 I
44 30.0 annealed i 65,000 20,000 47. 850 Nickel 270 I
307 26.0 9.5 a ealed, II 70.000-85,000 25,000-45,000 35-50 neo vugg Monel 40Q I
I 307 26.0 9.5 annealed 000-85,000 25 -40,000 35-50 860-76 Monel II:405 I
'IQ 26.0 9.5 annealed 100,00 45,QQO 40 882 Monel K 500 31.0 11.0 annealed I 00-100 I 000 00-45 I 000 35-55 884 Inconel 600 731 31.0 11.0 annea 14Q,QOO max. 65,000 m 40 8100 Incunel X 750 94.5 3Q.O 11.0 annealed 90,000-120,000 35,000-60,000 25-50 890 Petmanickel 300 255 30.0 11.0 annealed 90,000-120,0QQ '5,000-60,000 rIO-50 908 Duranickel 301 10 cold tolled 130,000 120,000 C26 Ni Sp C 902 495 20.5 annealed 65 000 40,000 35 870 lnvar u6 2Q 12 annealed 70,000 40,000. 35 875 T re 480 Compensalor 30 349 33.7 9.0 lied 135,000 IOQ,OQO 8100 Molybdenum permalloy 20 ann 5,000 50,00 30 86Ir, Kovar 290 cold tolled 130.00U IOU,uou 49 Nickel
APPENDIX EB IV. CORRECTIONS TO DISPLACEMENTS MEASUREMENTS FOR TEMPERATURE DIFFERENCE OF MALL CONCRETE BETWEEN DATUM AND TIME OF MEASUREMENT
I/t EBASCO SERVICES INCORPORATED
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r ~cQ To Lt- P TO Lp ~ ~ LC Cit; wLq Li3 v -3//p J g*ucE~ ,,,V. CheT,,~S/S ~ssltc Z~j6O EBASCO SERVICES INCORPORATED OFS NO. SHEET OF NO. ,CLIENT PROJECT SUBJECT ppl lgqgjl dZ Wpqrg~lg.> Wi p jc'c:..Vli 7if< F T811I pGHAt'j/PC < tl'i~cia ~ TO d J'",J /Jj LE,'NATE{ dF 0 4~ I~<. +dg. ~'T = ~.X P d.cjoy Rc'.g'0 MicJ FuijCcLC-u FTTTj= AL/~j.C = //(T T-) (CF jFO5 <>> (iz ) ll l 7Fq Fok AT = 3 i+I jJ ld'FJ E "E>> cc FJ'i> j cj cll < /(8 ~ +) ( J'>> <u'> ) j I>) = 37 4 2 Fr n ~ W}le (o (W) t)is<. Heague II}ggt C4rreC tIen ig I x K I}I.-C~~ g i'n AI'rC, Length ~ Chan < Label h" i II}uth Elev. Length Optus WO: n," (Deg . Kin) (Feet) (r-t) - Peak En4 of Peai I'ieSSI}rt Ei 4 Of TCS< ~~e~s. Teat O X -OioO~ 062 MD 12 9 op 38 .0 l28 9 -Oa40V - RL n Z n 063 Wfl 14 166.2Q 350o42 I 'Lg.6 -0. gyes 064 MD 16 90 F00 349 op I %9>7 -O~QI} 7 0 D K 065 WR 18 90.01 3o8,50 -P -')i ~ 066 MR 19 166.00 32 4~ ~ m 067 WR 20 n70.00 320.42 -l}. Ou I 068 WR 21 90 00 F 28?o42 9.7. =go P>1 6 WR 22 166.00 287.00 2a5 <<oi dO I m -0 ~ dd I Z, 070 MR 23 83opp 256opp Iai2 MF 4 166.52 cL c8 W ddl 072 WR .5 346.00 256)00 I 8.9 II oyi} I 073 WR 26 90.00 23?epp 074 WR 27 166.00 23?opp -O >t}I}I 075 076 WR MR 28 29 268o56 346 '5 237 '2 237.00 IO.Q -0 i dI}I Oigd I 07 R %0e2 078 &R 72 346oQQ 221,00 2O.I 079 &V ?3 345 '9 216+00 080 &R 74 269+59 226)00 5'5 081 BR 75 2?pe00 221.00 009 &V 76 269 59 215w92 083 084 BR 77 BR 78 165 165e59 '9 226opp 2lo00 233 O.Pol 8+00} &V 79 ihho00 21hopp I 086 &R 80 90opp 226.00 007 BR 81 90opp 221 opp ~ S '88 &V 82 90epp 216.00 Q ~ . ro d 5A .. 089 ER 31 34he00 319 00 o a. 090 ER 32 34ho00 310.92 7 gQ'+ -4,o". L C NOTES: JQ Vl III I 1kaeMaa ~ Cdi'iikaEuT OP- RPAHS<ok OC MPASOiUld( vi>Q TAk&ii AS 0 i '5+k~~ ~~l>< .P<<. z m 9MCFC PAHKEwHeIT. x Z. CokaCCTIOVVAt065 VOI I-ISrEI} FM. CORQECnusb Ol- I-~S5 flin8-OOI 5 0'77 dQQ WQ}le Id rll& I:H~ l I}&C<):I h(C,";}I g,ijg TrlC I'Og<AiOM'Ei IT 'O QI IA}}}i(I E. tl. W WI5 ~gy- ~ 0 n vV (re Temp (<) Diff. W~gyef((gr(t Cf(rrect(on Z 7C Lent& Oktvrn 40: gf(--gg~ ~ l'n atllrC LCr%tb A n 0 C 0 Chan. Label h=i(fiuth Elevr Z (Deg ~ Nin) (Feet) - l(tat( End oP Pgc(k Pffr.CSOrf(. Eng of TeSt Z PrC55' Test O 091 ER 33 319i10 298,00 ordd ( 2 n 092 ER 34 327r24 298r00 827 go+ R tf( 093 ER 35 334r38 297r92 RI2 094 095 ER 36 (~ 357 '8 298.00 c} 4.7 -0 .go~ -0 Oo I ( (6 f('o O 0 (il ER 37 ~ 298.00 ~ 096 ER 38 (?.3% .-.(I i 00' p i 097 ER 39 346.00 285.42 17r7 a'i c1 'r 099 ER 40 41 46r00 346.07 276 '5 268.25 ( erg 20r2. ~ ~et/, -D ~ 00 ( I Pl a (h (0 CI EFI Z 100 ER 30 346iOB lÃ~h00 -0 ~ OO~ pi 101 MR 42 270.00 284+33 103 NR ~ 4 44 270.00 270.00 707 '5 282.00 IO.a (O.5'O 0 ~ f(o dr ((0 I I Z 2 104 NR 45 273.06 .78 0 (I ds 0'> l
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~ .Ec'p 110 00 ~ ~ ~ ./5 ~ 026, (m0 jD m 22 <<oh'~f00 WV 0 5 c8 ~ .>>5 ~as ~ Cl '0 C>> 137 WV OQ ic Pl 375 75 >Or 0 ~ 2 ~ ~ Q g 138 WV 09 314.57 375 58 ~ 20. EO E C I>> , I rPQ I"CLUOR CORREETIOME RE>EO>REO O Ef> III " +">~ÃMQ7 SVALl CogCgg-,g p,~ IC) TlI 'I 8 thgPQgpg Q i/ PIPgggE m LEI ? Ci 5, I EECEMT I >> I'CETO>>CRY = TEMPER>ITU>Ef CORRCC~Tt 0 E>I>O OF TEET PEFF.. PE>i>k> P>CCE . OEFEQK IO ' O r> APPENDIX EB VII. POST-SIT CONTAINMENT LINER WALKDOWN FORM NO. 80292 CgNLINA POWER & LIGHT COMPANY RRV. 8/8i APPEAOM E5 vi) i/i nstructions! Originator Send, ophite and Yellow copies intact to Addressee. Reta'in Pink copy and destroy when White copy is returned, Addresses PrepIIrre reply in duplicate, retain Yellow copy for your filq, return %hite copy to Originator. I MESSAGE TO! g FROM)~ Pold susamcT %>T Z7 C. naca kf 'P /N'ox 67~ 7m~ ~ wrRP~p s 4/o'er 2mp 7jw+ ~gg Signed Pold REPLY Dace ~ > q gc ~:+9Aq rgk5~,~w pgcpgz 2 >14~+rpA. Signed I e}}

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Dear Mr. Seyler:

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