ML16341A850: Difference between revisions
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
| Line 17: | Line 17: | ||
=Text= | =Text= | ||
{{#Wiki_filter: | {{#Wiki_filter:I I N N D D I I A A N N A A A A N N D D M M I I C C H H I I G G A A N N P P O O W W E E R R D D.. C C.. C C O O O O K K N N U U C C L L E E A A R R P P L L A A N N T T U U P P D D A A T T E E D D F F I I N N A A L L S S A A F F E E T T Y Y A A N N A A L L Y Y S S I I S S R R E E P P O O R R T TRevision:17Table:5.2-5 Page:1 of 2 | ||
23. | |||
#431"I.D.612'-9"+37.0 (2)Operating Deck | ==SUMMARY== | ||
OF ANALYSES-JET FORCES IMPACTING ON INTERNAL STRUCTURESSourceDiameterElevationJet Travel (ft)Critical TargetNormal Operating PressurePsia.Jet EffectRemarksBreak #129"I.D.614'-0"Note 1 (2)2250c#227.5"I.D.614'-0"Note (1) (2)2250 c#329"I.D.615'-0"+ | |||
23.0 2Crane Wall2250c | |||
#431"I.D.612'-9"+37.0 (2)Operating Deck 2250 d#531"I.D.607'-9"+ | |||
42.0(2)Operating Deck2250d | 42.0(2)Operating Deck2250d | ||
#627.5"I.D.614'-0"11.0(2)Crane Wall | #627.5"I.D.614'-0" 11.0(2)Crane Wall 2250 d#729"I.D.615'-3+39.5(2)Operating Deck2250c | ||
#831"I.D.607'-9"+42.0(2)Operating Deck | #831"I.D.607'-9"+42.0(2)Operating Deck 2250 d#931"I.D.603'- 8 1/4"13.0(2)Crane Wall2250d | ||
#1027.5"I.D.614'-0"14.0Crane Wall | #1027.5"I.D.614'-0" 14.0Crane Wall 2250 d#11 329"I.D.614'-0"19.5 4Crane Wall2250c | ||
# | #12 529"I.D.614'-0" 20.0Crane Wall 2250 c#1311"I.D.620'-0"+6.0(4)PressurizerSlab 2250 d#1430"I.D.686'-10 3/16" 16.0Steam Gen. | ||
Encl 1020 d 1 Jet blocked; restraints prevent further movement. | |||
2 This break does not require consideration of Jet Forces since LBB methodology adopted. Maintained for historical purposes. | 2 This break does not require consideration of Jet Forces since LBB methodology adopted. Maintained for historical purposes. | ||
3 Surge line connection on loop 3 only. | 3 Surge line connection on loop 3 only. | ||
4 Unit 2 only. LBB accepted for Unit 1. | 4 Unit 2 only. LBB accepted for Unit 1. | ||
5 14" connection on loop 2 only. | 5 14" connection on loop 2 only. | ||
I I N N D D I I A A N N A A A A N N D D M M I I C C H H I I G G A A N N P P O O W W E E R R D D.. C C.. C C O O O O K K N N U U C C L L E E A A R R P P L L A A N N T T U U P P D D A A T T E E D D F F I I N N A A L L S S A A F F E E T T Y Y A A N N A A L L Y Y S S I I S S R R E E P P O O R R T TRevision:17Table:5.2-5 Page:2 of 2 | |||
==SUMMARY== | |||
OF ANALYSES-JET FORCES IMPACTING ON INTERNAL STRUCTURESSourceDiameterElevationJet Travel (ft)Critical TargetNormal Operating PressurePsia.Jet EffectRemarks#1528"I.D.635'-0" 4.0Containment Wall 1020 d}} | |||
Revision as of 02:53, 8 July 2018
Text
I I N N D D I I A A N N A A A A N N D D M M I I C C H H I I G G A A N N P P O O W W E E R R D D.. C C.. C C O O O O K K N N U U C C L L E E A A R R P P L L A A N N T T U U P P D D A A T T E E D D F F I I N N A A L L S S A A F F E E T T Y Y A A N N A A L L Y Y S S I I S S R R E E P P O O R R T TRevision:17Table:5.2-5 Page:1 of 2
SUMMARY
OF ANALYSES-JET FORCES IMPACTING ON INTERNAL STRUCTURESSourceDiameterElevationJet Travel (ft)Critical TargetNormal Operating PressurePsia.Jet EffectRemarksBreak #129"I.D.614'-0"Note 1 (2)2250c#227.5"I.D.614'-0"Note (1) (2)2250 c#329"I.D.615'-0"+
23.0 2Crane Wall2250c
- 431"I.D.612'-9"+37.0 (2)Operating Deck 2250 d#531"I.D.607'-9"+
42.0(2)Operating Deck2250d
- 627.5"I.D.614'-0" 11.0(2)Crane Wall 2250 d#729"I.D.615'-3+39.5(2)Operating Deck2250c
- 831"I.D.607'-9"+42.0(2)Operating Deck 2250 d#931"I.D.603'- 8 1/4"13.0(2)Crane Wall2250d
- 1027.5"I.D.614'-0" 14.0Crane Wall 2250 d#11 329"I.D.614'-0"19.5 4Crane Wall2250c
- 12 529"I.D.614'-0" 20.0Crane Wall 2250 c#1311"I.D.620'-0"+6.0(4)PressurizerSlab 2250 d#1430"I.D.686'-10 3/16" 16.0Steam Gen.
Encl 1020 d 1 Jet blocked; restraints prevent further movement.
2 This break does not require consideration of Jet Forces since LBB methodology adopted. Maintained for historical purposes.
3 Surge line connection on loop 3 only.
4 Unit 2 only. LBB accepted for Unit 1.
5 14" connection on loop 2 only.
I I N N D D I I A A N N A A A A N N D D M M I I C C H H I I G G A A N N P P O O W W E E R R D D.. C C.. C C O O O O K K N N U U C C L L E E A A R R P P L L A A N N T T U U P P D D A A T T E E D D F F I I N N A A L L S S A A F F E E T T Y Y A A N N A A L L Y Y S S I I S S R R E E P P O O R R T TRevision:17Table:5.2-5 Page:2 of 2
SUMMARY
OF ANALYSES-JET FORCES IMPACTING ON INTERNAL STRUCTURESSourceDiameterElevationJet Travel (ft)Critical TargetNormal Operating PressurePsia.Jet EffectRemarks#1528"I.D.635'-0" 4.0Containment Wall 1020 d