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TYPICAL FORCE DEFLECTION CURVE FOR A 6-BAR, 24-ln.
PIPE RESTRAINT LOADED AT 0°, STRAIGHT LENGTH 27-ln.
Revision 9 January 2001 1100r-------------------------------------------------,
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FOR CLINTON, (T - 8. 1 94, WHICH DEFINES THE UPPER LOAD LIMIT FOR PIPE RESTRAINT
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LINEAR IDEALIZATION TOTAL CLEARANCE" 5.96 in.
PIPE DEFLECTION, a (in.)
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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-2 TYPICAL RESTRAINT FORCE-DEFLECTION CURVE
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Force Fss
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TIme 7ime PIPE THRUST RESULTING FROM A CIRCUMFERENTIAL BREAK CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-3 PIPE THRUST
CPS/USAR CHAPTER 03 REV. 12, JAN 2007 FIGURE 3.6-4 HAS BEEN DELETED
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CPS/USAR CHAPTER 03 REV. 12, JAN 2007 FIGURE 3.6-6 HAS BEEN DELETED
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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-7 RESTRAINT PROPERTIES
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BREAK AREA D
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SAFETY ANALYSIS FIGURE 3.6-8 JET CHARACTERISTICS
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CPS/USAR CHAPTER 03 REV. 12, JAN 2007 FIGURES 3.6-9 AND 3.6-10 HAVE BEEN DELETED
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. CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-11 TYPICAL TENSION RESTRAINT
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CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-12 TYPICAL CRUSHABLE MATERIAL RESTRAHlT
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CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-13 TYPICAL TWO-LEGGED RESTRAINT
CPS/USAR REV. 10,October 2001 Figure 3.6-14 Deleted
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REVISION 10 OCTOBER 2001 I
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I NOTE:
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D== NODE o== FLOW PATH DESCR I PTI ON MAIN STEAM TUNNEL MAIN STEAM TUNNEL MAIN STEAM TUNNEL BASEMENT. GRADE FLOOR.
MEZZANINE FLOOR TURBINE FLOOR ATMOSPHERE SEE TABLE 3.6-8 FOR A DESCRIPTION DF THE NODES AND TABLE 3.6-9 FOR A DESCRIPTION OF THE VENT PATHS.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-15 NODALIZATION SCHEMATIC FOR SIMULTANEOUS MAIN STEAMLINE AND FEEDWATER LINE BREAK IN THE STEAM TUNNEL I
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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.6-16 PRESSURE VS. TIME -
LINE BREAK IN STEAM TUNNEL I
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