ML20054L317
| ML20054L317 | |
| Person / Time | |
|---|---|
| Site: | Summer  |
| Issue date: | 05/21/1982 |
| From: | Chen C, Fulton J, Herr J GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT |
| To: | |
| Shared Package | |
| ML20054L313 | List: |
| References | |
| NUDOCS 8207070383 | |
| Download: ML20054L317 (60) | |
Text
{{#Wiki_filter:o . May 21, 1982 V. C. SUMMER UNIT 1 NUCLEAR POWER STATION FIRST TENDON SURVEILLANCE ' PRELIMINARY REPORT)
..e .-
PREPARED BY: _ ,
. F. Fulton REVIEWED BY: LbWh
. C. Herr
( APPROVED BY: . C.'Chen , [ GILBERT ASSOCIATES, INC. . P. O. BOX 1498 READING, PENNSYLVANIA 19603
- 8207070383 820702 PDR ADOCK 05000395 l
A PDR comers /commonweath l P
b o . o . CONTENTS SECTION TITLE PAGE I.0 INTRODUCTION 1 2.0 PROCEDURES 2 3.0 ACCEPTANCE CRITERIA 3 4.0 RESULTS 5
5.0 CONCLUSION
S AND RECOSDiENDATIONS 8
6.0 REFERENCES
9 TABLE 1 COMPARISON OF MEASURED FORCES WITH ACCEPTANCE CRITERIA TABLE 2 COMPARISON OF PREDICTED AND ACTUAL FORCE LOSSES TABLE 3 ' COMPARISON OF ACCEPTANCE CRITERIA FIGURE 1 LOCATION OF SURVEILLANCE TENDONS APPENDIX A FORCE VERSUS TIME CURVES l Gtbert / Commonwealth
. e a
1.0 INTRODUCTION
The first tendon surveillance of the V. C. Summer Unit #1 Nuclear Power Station containment structure was performed during March and April of 1982. The surveillance was completed on April 27, 1982 and the data is required to be reported by the Surveillance Contractor, Inryco, Inc., within 30 days. The Engineer, Gilbert Associates, is requ' ired to prepare a final report evaluating the data within 90 days of the completion of the surveillance. This preliminary report is restricted to the. lift-off force data collected during the surveillance and compares these results to the specified acceptance criteria. The location of the surveillance [endons is shown in Figure 1. d I G!bert / Commonwealth _1_
2.0 PROCEDURES The procedures for all surveillance activities were specified by the Engineer in Reference 1. These procedures and the acceptance criteria are in accordance with the latest Regu-r latory Guide [2]. 1 The procedure used for measuring the lift-off force at each tendon end is described in general as follows. Two 0.030" thick feeler gages were used to determine the point of trans- ' fer of the tendon force from the shims under the anchor head to the stressing ram, i.e. lift-off. These feeler gages were inserted 180* apart between the anchor head and the shims. For a valid lift-off reading to occur, the withbrawal of I the shims was required to be within 40 kips of each other.
! The lift-off value was recorded as the average of the two shim withdrawal forces. This procedure was repeated until three consecutive valid lift-off values were within 25 kips of each other, and the official lift-off force for the tendon end was taken as the mean of the three values. The s
lift-off force for the tendon is the average of the two official end values. t l t P l 1 i ( l. i Gibert /Commonweeu
3.0 ACCEPTANCE CRITERIA 3.1 INDIVIDUAL TENDON FORCES The criteria for the acceptability of the measured tendon forces complies with that specified by Regulatory Guide 1.35. Proposed Revision 3 [2]. The criteria is based on a comparison of the measured force with that predicted for the tendon. The Guide specifies a Lower Limit of predicted force, above which the measured force is acceptable and below which the force in each adjacent tendon must be measured. In addition, if any tendon force is below 90% of the Lower Limit the tendon must be deten-sioned to determine if wire failure is the cause of the low force value. The Lower Limit is obtained by increasing certain predicted tendon force losses by the amounts specified in Regulatory Guide 1.35.1[3]. The losses are increased by 20% for shrinkage, 25% for creep, and 15% for stress relaxation. This increase is intended to compensate for uncertainties in these properties. According to Regulatory Guide 1.35.1 these factored losses are
, added, along with an unfactored clastic shortening loss, and the total loss is subtracted from the original stressing force (lock-off force) to obtain the Lower Limit value of tendon force.
In the terminology of Regulatory Guide 1.35.1, a Base Value for tendon force is obtained by subtracting unfactored losses from ) the original lock-off force. I I For the V. C. Summer tendon force predictions, the method recommended by Regulatory Guide 1.35.1 has been modified to the following extent. The individual losses are combined using a ! procedure which accounts for the interaction of shrinkage and creep of the concrete with the stress relaxation of the tendon [4]. This method was used for the original design of the tendon system, and it is theoretically more accurate to consider this interaction in loss calculations. GeertICommoa.eso a Appendix A contains the predicted Base, Lower Limit, and 90% Lower Lower force-time curves for all tendons in the surveillance. 3.2 AVERAGE TENDON FORCE There is an additional acceptance criterion that was used in the surveillance program which is not specified by the Regu-latory Guide. However, this criterion does appear in a draft subsection of the ASME Code which will specify inservice in-spection requirements for concrete containments-[5]. The Code Criterion states that "the average of.all measured tendon forces for each type of tendon is equal to or greater than the minimum required prestress level at the anchorage for that type." The Code further states that prior to obtaining the average, each measured tendon force is to be corrected for known differences among the tendons in stressing force and elastic shortening loss. For V. C. Summer, this correction factor is referred ~to as the Normalizing Factor, and it is defined by equation (14) in Reference 6. e e Gdbert /Comneneesith t 4.0 RESULTS 4.1 COMPARISON WITH ACCEPTANCE CRITERIA The results of the lift-off tests are contained in the tables and in the figures of Appendix A. In the figures, the lift-off force for each tendon 1 indicated by a circled dot at Sur-veillance Period 1. The other data point shown prior to this time is the original stressing 1cck-off value for the tendon. Table 1 compares the measured tendon forces with the Acceptance Criteria. From Table 1A, the original sample of five vertical tendons was increased by two tendons because,the force for V67 was below its Lower Limit by 0.9%. Thus, adjacent tendons V66 and V68 were required to be lifted off. The results in column 7 of Table lA indicate good agreement between measured and pre-dicted forces considering the close proximity of the Lower Limit to the Base Value. From columns 9 and 10, the average normalized tendon force of 1303 kips exceeds the minimum required value of 1195 by 9%. From Table 1B, the original sample of four dome tendons increased by six because lift-off values fell below the Lower Limit for three tendons from the original sample. From column 7 it is seen that two of these tendons were below by less than 2% and the third tendon force was below by 2.7%. The forces in all the six adjacent tendons were within 2% of the Lower Limit, three being within 1% of the Lower Limit. Again considering the close proximity of the Lower Limit to Base Value, the measured forces j are in good agreement with their predicted values. From columns 9 and 10, the average normalized tendon force of 1236 kips exceeds the minimum required value of 1116 kips by 10.8%. From Table IC, the original sample of six hoop tendons increased by eight because four original sample tendons were below their l Lower Limit. Of these four, three were below by approximately 2% or less (38BA, 8BA, and 28CB). The fourth tendon, 38AC, had a l ! lift-off force which was 4% below its Lower Limit. In addition j to the two tendons adjacent to 38AC, four additional tendons Gibert /Commonwea'th
were tested (35, 36, 40, and 41). Therefore, the original sample of six hoop tendons expanded to 18. For these 18 tendons, only the amount by which the lift-off forces for three tendons fell below their Lower Limit values is considered to be signi-ficant: 37AC, by 6.7%; 38AC, by 4.0%, and 36AC, by 3.9%. For tendons 38AC and 37AC, it is noted that there is a large difference between the forces at the two ends of each tendon, with the shop end being lower by 82 kips for 38AC and 90 kips for 37AC. This could be due to larger-than-usual internal friction (due to wire twist) at the shop end. Due to the fabrication process the shop ends generally have a grea't'er degree of twist than the field ends. This is seen from the 18 hoop tendons, where 14 have end forces which are lower at the shop end than the field end. The four tendons 35AC, 36AC, 40AC and 41AC were added to investi-gate the extent of the lower forces in 37AC and 38AC. The extent is considered to be local from the results that 35AC was below its Lower Limit by 2.3%, 40AC was below by 2.4%, and 41AC was above by +0.2%. From columns 9 and 10 of Table lc, the average normalized hoop tendon force of 1238 exceeds the minimum required value of 1181 kips by 4.8%. From the results in Table 1, it is seen that more of the hoop tendons fall below their Lower Limits than do the vertical or dome tendons. Also the amount by which the tendon forces are below the Lower Limits is greatest for the hoop tendons. This condition is not unique to V. C. Summer. Surveillance results typically show this to be the case, and it is usually attri- ~ buted to the greater initial friction in the hoop tendons which reduces with time and causes the forces at the ends of the tendon to reduce and approach the average value of force over the length of the tendon. The high operational temperatures are generally thought to be one cause of this reduction in friction G.Ibert / Commonwealth forces. However, any significant temperature increase could cause this, such as the high temperature which the tendon is subjected to during bulk filling of the grease. Table 2 is included to compare the predicted (Lower Limit) and actual losses which the tendons experienced since original stressing three years ago. From columns 6 and 9 the average 1 percent loss values are in close agreement. 4.2 ACCEPTANCE CRITERIA As s,een from the figures and as discussed previously, the Lower Limit as specified by Reference 2 is only slightly below the Base Value. Table 3 indicates in column 5 the amounts by which this occurs at Surveillance Period 1. Here it is seen that the Lower Limit is generally only 2% (or less) below the Base Value, which represents the predicted tendon force with no allowance for uncertainties in the losses. The Lower Limit should be reduced below its current definition to at least account for inaccuracies in the ability to measure the tendon forces. The accuracy generally attributed to this is 12%, which would be applied to the Lower Limit. In place of the Lower Limit, the proposed ASME Code [5] specifies an acceptance value equal to 95% of the Base Value. The effect of this criteria on the surveillance results is shown in Table 3. Here it is indicated that all of the vertical and dome tendons (including extra tendons) meets the 95% Base Criterion. For the hoop tendons, five out of six original sample tendons and 15 out of 18 total would meet the 95% Base Criterion. As a lower bound on tendon force, the propo, sed ASME Code [5] specifies 90% Base instead of the 90% Lower Limit specified by Regulatory Guide 1.35(2]. Tendons which fall below these criteria are required to be detensioned to determine if wire failure is the cause of the deficiency. From the figures in ; Appendix A, the 90% Base curves lie somewhat above the 90% Lower Limit that was in effect for the first surveillance. As seen i G. tert / Common utth l- _7_
from the figures there were no tendons the.t had measured forces below either the official criteria of 90% Lower Limit or the I ASME criteria of 90% Base. The 85.5% Base curve is shown for comparison to indicate 90% of the 95% Base curve. I, e ? e i . I Gibert /Commonwatui 1 j -7A-
5.0 CONCLUSION
S AND RECOMMENDATIONS The forces measured for the first tendon surveillance generally agree well with their predicted values even though many fell l below their Lower Limit. This is attributable to the Lower Limit being less than 2% below the Base Value which is not sufficient to account for both uncartainties in the loss calcu-lations and inaccuracies in the ability to measure the tendon forces. The proposed ASME Code for Inservice Inspedtion of Concrete Containments [5] specifies 95% Base in place of the i Lower Limit, and 14 out of 15 of the original sample tendons would have met this criteria. It is recommended that the 95% Base Value rather than the current Lower Limit be proposed to the USNRC for use on future surveillances. The ASME Code criteria l of 90% Base should also be used in place of the 90% Lower Limit currently specified. The level of prestress in the containment as represented by the average normlized tendon forces meets the minimum required design values. Gibert /CommonwesRh
6.0 REFERENCES
i
- 1. SURVEILLANCE OF REACTOR BUILDING POST TENSIONING SYSTEM, SPECIFICATION SP-228,-including thru Revision 4, dated May 14, 1982.
- 2. Proposed Revision 3 to Regulatory Guide 1.35 INSERVICE INSPECTION OF UNGROUTED TENDONS IN PRESTRESSED CONCRETE CONTAINMENTS, April 1979.
i
- 3. Proposed Regulatory Guide 1.35.1, DETERMINING PRESTRESSING FORCES FOR INSPECTION OF PRESTRESSED CONCRETE CONTAINMENTS, April 1979.
- 4. "A Method for Predicting Prestress Losses in a Prestressed Concrete Structure," Glodowski and Lorenzetti, PRESTRESSED CONCRETE INSTITUTE JOURNAL, March / April 1572, i
- 5. PROPOSED SUBSECTION IWX, INSERVICE INSPECTION OF CONCRETE CONTAINMENTS, ASME CODE SECTION XI, draft document dated
. March 1982 authored by the Section XI Working Group on Concrete Pressure Components.
- 6. TENDON SURVEILLANCE REQUIREMENTS - AVERAGE TENDON FORCE, by J. F. Fulton, Presented at Session J of the 6th ,
l International Conference on Structural Mechanics in i Reactor' Technology, August 20, 1981. I I I l l i e Geert / Commonwealth _9_
A e D g 0 i o i
)
I l i e l TABLES t I I i l l [ l l t 1 o P 4 G!bert / Commonwealth _ . - - , _ , , , .._,-.y,-- - , - - , , , , _ , , _ , _ . _ . - .,, , , , ., , , , , ..,,.,..m.. . . . . . ,,- , _ ,- -,7_.-,-.,- ,.-,. , .-,: _ . - , . . . - ,--
I TABLE 1A - COMPARISON OF MEASURED FORCES WITH ACCEPTANCE CRITERIA FOR.VERTIC L TENDONS ACCEPTANCE CRITERIA INDIVIDUAL TENDON AVERAGE TENDON FORCE FORCES - NORMALIZED R.G. 1.35,REV.3 LIFT-OFF LIFT-OFF FORCE (kips) LOWER '
% DIFF. NORMALIZING FORCE: MINIMUM SHOP FIELD END LIMIT (5)-(6)100%
A OR ( $ (8) RE@ IRED FINE FORCE TENDON DATE END END AVE. (kips) (6) (kips) (kips) (kips) (kips) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) 23 3/5 1318 N/A 1318 1302 +1.2 -15 1303 Leave as is
+0.5 92 3/5 1282 N/A 1282 1275 25 1307 Leave as is 115 3/5 1297 N/A 1297 1295 +0.2 -10 1287 .
Leave as is 67 3/5 1296 N/A 1296 1308 -0.9 -21 1275 Leave as is
+1.8
, (66) 3/9 1306 N/A 1306 1283 8 1314 Leave as is f(68) 3/9 1303 N /A. 1303 1284 +1.5 8 1311 Leave as is f460 3/8 1315 N/A 1315 1282 +2.6 11 1326 .:_ Retensioned to Base:
- 1337 J
AVE 1302 1302 1290 +1.0 +1 1303 . 1195
- test wire removed
( ) adjacent tendons n% (b 3 w. ts ii
TABLE IB - COMPARISON OF MEASURED FORCES WITil ACCEPTANCE CRITERIA FOR DOME ' TENDONS ACCEPTANCE CRITERIA INDIVIDUAL TENDON AVERAGE TENDON FORCE FORCES - NORMALIZED R.C. 1.35,REV.3 LIFT-OFF LIFT-OFF FORCE (kips) LOWER % DIFF. NORMALIZING FORCE: MINIMUM SHOP FIELD END LIMIT A OR (5)+(8) . REQUIRED FINAL FORCE (5)-(6)100% TENDON DATE END END AVE. (kips) (6) (kips) (kips) (kips) (kips) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) 219 4/13 1230 1184 1207 1241' -2:7 10 1217 Leave as is/Fut. Surv. (220) 4/14 1262 1255 1259 1273 -1.1 -42 1217 Restored to Base: 1262(S), 1337(F), 1300(Ave) (218) 4/14 1253 1244 1249 1272 -1.8 -26 1223 Restored to Base: 1312(S), 1305(F), 1309(Ave) 4/15 1248 N/As N/A N/A N/A N/A N/A Retensioned to Base: f328** - 1308(S),1331(F),1350(Ave) 3 h327 4/16 1225 1233 1229 1222 +0.6 35 1264 Leave as is 33 1239 Restored to Base: 1232(S), E129 4/16 1156 1256 1206 1222 -1.3 - 1256(F), 1244(Ave) 1221 Restored to Base: 1315(S), (128) 4/17 1258 1270 1264 1271 -0.6 -43 1270(F), 1292(Ave) 1235 1242 1244 Restored to Base: 1263(S), (130) 4/17 1219 1251 -0.6 9 1313(F), 1288(Ave) 104 4/19 1192 1264 1228 1251 -1.8 -24 1204 Retensioned to Base: 1342(S),1276(F),1309(Ave) (105)* 4/19 1251 1250 1251 1229 +1.8 28 1279 .Retensioned to Base: 1287(S),1309(F),1298(Ave) 1215 1225 38 1253 Restored to Base: 1305(S), (103) 4/22 1185 1246 -0.8 1246(F),1276 (Ave) AVE 1223 1245 1234 1245 -0.8 +2 1236 1115
- test wire removed ** Tendon spun out and shims shif ted before lif t-of f values recorded. f
( ) adjacent tendons Tendon 327 substituted. ,
i . TABLE 1C - COMPARISON OF MEASURED FORCES WITH ACCEPTANCE CRITERIA FOR HOOP T'ENDONS ACCEPTANCE CRITERIA INDIVIDUAL TENDON AVERAGE TENDON FORCE FORCES - NORMALIZED R.G. 1.35,REV.3 LIFT-OFF LIFT-OFF FORCE (kips) LOWER % DIFF. NORMALIZING FORCE: MINIMUM SHOP FIELD END LIMIT (5)-(6)100% FACTOR (5)+(8) REQUIRED FINAL FORCE TENDON DATE END END AVE. (kips) (6) (kips) (kips) (kips) (kips) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) 38BA 3/16 1181 1229 1205 1231 -2.1 40 1245 Leave as is/Fut. Surv. (37BA) 3/17 1267 1286 1276 1273 +0.2 -20 . 1256 Leave as is (39BA) 3/18 1258 1281 1270 1250 +1.6 -3 1267 Leave as is 8BA 3/19 1252 1233 1242 1250 -0.6 18 1260 Restored to Base: 1313(S), 1252(F), 1283(Ave) (7BA) 4/29 1275 1322 1298 1295 +0.2 -54 1244 Leave as is 9BA) 4/30 1236 1296 1266 1268 -0.2 -28 1238 Restored to Base: 1288(S), 1296(F), 1292(Ave) f(CB - 13 3/20 1259 1271 1265 1260 +0.4 -23 1242 Leave as is ' 3AC 3/21 1333 1292 1313 1295 +1.4 -56 1257 Leave as is 38AC* 3/22 1142 1224 1183 1232 -4.0 40 1223 Retensiot.:d to Base: 1374(Ave) (37AC) 3/24 1131 1221 1176 1260 -6.7 -4 1172
- Restored to Base:
1311(S F. Ave)
-(36AC) 4/2 1200 1221 1212 1261 -3.9 0 1212 Restored to Base: 1321(S),
1293(F), 1307(Ave) (35AC) 4/27 1261 1238 1250 1280 -2.3 -40 1210 Restored to Base: 1307(S), 1322(F), 1315(Ave) (39AC) 3/23 1226 1255 1240 1272 -2.5 -33 1207 Restored to Base: 1300(S), 1317(F), 1309(Ave)
/(40AC) 4/7 1196 1266 1231 1261 -2.4 0 1231 Leave as is/Fut. Sury.
s(41AC) 4/27 1248 1277 1263 1260 +0.2 '
-4 1259 . Leave as is 28CB 3/31 1187 1258 1223 1241 -1.5 26 1249 Restored to Base: 1302(S),
1295(F), 1299(Ave) (27CB) 4/1 1247 1246 1247 1254 -0.6 -14 . 1233 Restored to Base: 1288(S), 1289(F), 1289(Ave) (29CB) 3/31 1267 1288 1278 1257 +1.7 -4 1274 Leave as is AVE 1231 1261 1247 1261 -1.1 -9 1238 1181
- test wire removed .'
( )adiacent tendons
~
FORCES AT FIRST S RVE1LLANCE ORIGINAL PREDICTED ACTUAL STRESSING LOWER LOSS LIFT LOSS , FORCE DATE LIMIT OFF TENDON (kips) (1979) (kips) (kips) (%) (kips) (kips) (%) (1) (2) (3) (4) (5) (6) (7) (8) (9) VERTICAL 23 1471 4/5 1302 169 11.5 1318 153 10.4 92 1440 3/30 1275 165 11.5 1282 158 11.0 115 1461 4/5 1295 166 11.4 1297 164 11.2 67 1471 4/8 1308 163 11.1 1296 175 11.9 (66) 1461 - 3/28 1283 178 12.1 1306 155 10.6 (68) 1461 3/28 1284 177 12.1 1303 158 10.8 46 1461 3/28 1282 179 12.2 1315 146 10.0 AVE 1461 1290 171 11.7 1302 158 , 10.9 , f DOME 219 1435 5/9 1241 194 13.5 1207 228 15.9 11.6 12.6 (220) 1440 5/19 1273 167 1259 181 (218) 1450 5/15 1272 178 12.3 1249 201 13.9 327 1421 5/7 1222 199 14.0 1229 192 13.5 129 1437 5/3 1222 215 15.0 1206 231 16.1 (128) 1436 5/21 1271 165 11.4 1264 172 12.0 . (130) 1426 5/12 1242 184 12.9 1235 191 13.4 104 1437 5/17 1251 186 12.9 1228 209 14.5 (105) 1440 5/4 1229 211 14.7 1251 189 13.1 (103) 1421 5/7 1225 196 13.8 1215 206 14.5 AVE 1434 1245 189 13'.1 1234 200 13.9 TABLE 2 . COMPARISON OF PREDICTED AND ACTUAL FORCE LOSSES
FORCES AT FIRST SURVEILLANCE ORIGINAL PREDICTED ACTUAL STRESSING LOWER LOSS LIFT LOSS ' FORCE DATE LIMIT OFF TENDON (kips) (1979) (kips) (kips) (%) (kips) (kips) (%) (1) (2) (3) (4) (5) (6) (7) (8) (9) IIOOP
, 38BA 1445 6/26 1231 214 14.8 1205 240 16.6 (37BA) 1456 7/16 1273 183 12.6 1276 180 12.4 (39BA) 1415 7/24 1250 165 11.7 1270 145 10.2 EBA 1445 7/10 1250 195 13.5 1242 203 14.0 (7BA) 1452 8/8 1295 157 10.8 1298 154 10.6 (9BA) 1452 7/19 1268 184 12.7 1266 186 12.8 13CB 1447 7/18 1260 187 12.9 1265 182 12.6 3AC 1452 8/9 1295 157 10.8 1313 139 '
9.6 g 38AC 1445 6/26 1232 213 14.7 1183 262 18.1
,5 (37AC) 1440 7/16 1260 180 12.5 1176 264 18.3 (36AC) 1450 7/13 1261 189 13.0 1212 238 16.4 (35AC) 1452 7/25 1280 172 11.8 1250 202 13.9 .,
(39AC) 1446 7/24 1272 174 12.0 1240 206 14.2 (40AC) 1452 7/13 1261 191 13.2 1231 221 15.2 (41AC) 1438 7/16 1260 178 12.4 1263 175 12~. 2 ! 28CB 1426 7/12 1241 185 13.0 1223 203 14.2 (27CB) 1421 7/25 1254 167 11.8 1247 174 12.2 (29CB) 1437 7/17 1257 180 12.5 1278 159 11.1 AVE 1443 1261 182 12.6 1247 196 13.6 TABLE 2 . COMPARISON OF PREDICTED AND ACTUAL FORCE LOSSES (Continued)
3 h LOWER LIMIT ACCEPTANCE CRITERIA MEASURED REG. GUIDE 1.35 PROP REV. 3 ASME SECTION XI, PROPOSED
- LIFT OFF PREDICTED L. L. FORCE ACCEPTANCE: L. L. FORCE ACCEPTANCEF FORCE BASE FORCE VALUE % BELOW (2)> (4) VALUE % BELOW (2) >(8)
TENDON (kips) (kips) (kips) BASE YES - NO (kips) BASE YES - NO ' (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) VERTICAL 23 1318 1329 1302 2.0% X 1263 5% X 92 1282 1300 1275 1.9% X 1235 5% X 115 1297 1322 1295 2.0% X 1256 5% X 67 1296 1331 1308 1.7% X" 1264 5% X (66) 1306 1310 1283 2.1% X 1245 5% X (68) 1303 1310 1284 2.0% X 1245 5% X 46 1315 1310 1282 2.1% X 1245 5% X TOTAL 6 1 7 0 DOME I 219 1207 1262 1241 1.7% X 1199 5% X - (220) 1259 1300 1273 2.1% X 1235 5% X - (218) 1249 1295 1272 1.8% X 1230 5% X ' 327 1229 1242 1222 1.6% X 1180 5% X - 129 1206 1242 1222 1.6% X 1180 5% X (128) 1264 1295 1271 1.9% X 1230 5% X (130) 1235 1268 1242 2.1% X 1205 5% X 104 1228 1275 1251 1.9% X 1211 5% X (105) 1251 1250 1229 1.7% X 1188 5% X (103) 1215 1242 1225 1.4% X 1180 5% X TOTAL 2 8 10 0 4 TABLE 3 . COMPARISON OF ACCEPTANCE CRITERIA
LOWER LIMIT ACCEPTANCE CRITERIA MEASURED REG. GUIDE 1.35. PROP REV. 3 ASME SECTION XI PROPOSED . LIFT OFF PREDICTED L. L. FORCE ACCEPTANCE: L. L. FORCE ACCEPTANCE: FORCE BASE FORCE VALUE % BELOW (2)> (4) VALUE % BELOW (2) >(8)
! TENDON (kips) (kips) (kips) BASE YES NO (kips) BASE YES NO l
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11)
~
HOOP 38BA 1205 1253 ' 1231 1.8% X 1190 5% X
. (37BA) 1276 1293 1273 1.5% X 1228 5% X (39BA) 1270 12'12 1250 1.7% X 1208 5% X 8BA 1242 1272 1250 1.7% X 1208 5% XI (7BA) 1298 1322 1295 2.0% X 1256 5% X (9BA) 1266 1291 1268 1.8% X 1226 5% X 13CB 1265 1283 1260 1.8% X 1219 5% X 3AC 1313 1322 1295 2.0% X 1256 5% X' t - -
f3 38AC (37AC) 1183 1176 1256 1281 1232 1260 1.9% 1.6% X X 1193 1217 5% 5% X X i (36AC) 1212 1285 1261 1.9% X 1221 5% X - (35AC) 1250 1305 1280 1.9% X 1240 5% X g (39AC) 1240 1294 1272 1.7% X 1229 5% X (40AC) 1231 1285 1261 1.9% X 1221 5% X (41AC) 1263 1283 1260 1.8% X 1219 5% X 28CB 1223 1262 1241 1.7% X 1199 5% X (27CB) 1247 1276 1254 1.7% X 1212 5% X (29CB) 1278 1281 1257 1.9% X 1217 5% X TOTAL 7 11 15 3 TABLE 3 . COMPARISON OF ACCEPTANCE CRITERIA (Continued)
h 9
- 1 FIGURES k
4 G'bert /Commonetatth
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Scf - 4 .- C h - 0 A c 9 Y. s h5 REMCVS CNE WIRE
, MR INSPECTIOM f PS.RfCO Na l
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N 0- A O d o-d
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q ,. . 29 ee 7.7 C*
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4 8 REMOVE ONE WICE CR INSPE(. TION FERICO Ne g
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( ) ADJACENT TEMbodS a iao-COME TEN DON S LO C ATI ON PLAN SUCVEILLANCE TENCCNS AT INSPECTION PEitlCC I I l FIGURE IB
o' co s' W .seo" 188' 270' 308' o' , U 3 U N .
- 3 3 iPRIM6 LINC 4 ,
,'O ,
4 > EL 557 '- O' l (39,43 # LAC) ' (39 BA) -
' 38AC t
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