Text

Forwards Rev 0 to EWR 5327, Design Verification Ginna Station Containment Foundation Mat Analysis & Design Analysis Ginna Station Containment Mat Design Water Level Elevation 265 ft,0 Inches
	ML17309A459
Person / Time
Site:	Ginna
Issue date:	04/15/1991
From:	Mecredy R; ROCHESTER GAS & ELECTRIC CORP.
To:	Andrea Johnson; Office of Nuclear Reactor Regulation
Shared Package
ML17262A442	List: ML17262A440; ML17262A443; ML17309A459;
References
	NUDOCS 9104240282
	Download: ML17309A459 (118)
	v • d • e

ACCELERATED DISTRIBUTION DEMONSTPATION SYSTEM rf REGULATORY INFORMATION DISTRIBUTXON SYSTEM (RIDS)

ACCESSION NBR:9104240282 DOC.DATE: 91/04/15 NOTARIZED: NO FACIL!50-244 Robert Emmet Ginna Nuclear Plant, Unit 1, Rochester G

AUTH.NAME AUTHOR AFFILIATION MECREDY,R.C.

Rochester Gas 6 Electric Corp.

RECIP.NAME RECIPIENT AFFILIATION JOHNSON,A.R.

Project Directorate I-3

SUBJECT:

Forwards Rev 0 to EWR 5327, "Design Verification Ginna Station Containment Foundation Mat Analysis" 6 "Design Analysis Ginna Station Containment Mat Design Water Level Elevation 265 ft,0 Inches."

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DOCKET 05000244 05000244 D

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~

g orris(uzz (

zzi~izzsi' Zii I ZZZuS zzzzizn ROCHESTER GAS AND ELECTRIC CORPORATION o

89 EAST AVENUE ROCHESTER N.K 14649-0001 ROBERT C MECREDY Vice Prerldenl Clnna Nudear Produerion TELEPHONE AREA COOE Tie 546-2700 April 15, 1991 U.S. Nuclear Regulatory Commission Document Control Desk Attn:

Allen R. Johnson Project Directorate I-3 Washington, D.C.

20555

Subject:

Additional Information of Structural Integrity R. E. Ginna Nuclear Power Plant Docket No. 50-244

Dear Mr. Johnson:

This letter transmits to you the additional information relative to the latest questions raised by Mr. H. Ashar of the NRC staff concerning containment integrity.

We trust that this information satisfies all outstanding unresolved issues on this subject.

The following attachments, with a description of their

content, are being sent:

Attachment A

This contains the load combinations that were checked.

as part of the original design (UFSAR Table 3.8-6),

a list of the various computer analyses run to simulate numerous boundary conditions (Table 1), the force and stress resul-tants of those analyses combined per the requirements of the UFSAR, the tension bar forces for the combination, and. the radial displacements for the combinations.

Attachment' These'are the interaction diagrams for the containment wall, considering its strength based on various moment resisting components.

91042402S2 910415 PDR -" ADOCK 05000244 P,.",..

PDR g)0 Ild

The ultimate capacity of the section for shear is also shown.

The capacity of the tension bars is also presented.

Attachment C

These are the wall interaction diagrams with a plot of the stress resultants of UFSAR load combinations "a" and "c" for computer run RGE09.

The results of RGE09 are plotted because the boundary conditions used for that analysis are the same as those used in the original design analysis.

The shears and tension bar forces are also presented for that load case.

Attachment D

This document is the stress analysis that was performed on the foundation mat for groundwater at Elev.

265 feet as opposed to water at Elev.

252 feet per original assumptions.

Attachment E

Thisis a summary record of the recently measured thickness of the liner near the base.

The condition of the liner, in the area of the measurements, was in excellent condition with no visible signs of deterioration to either the liner or the paint.

Very truly yours, Robert C. Mecredy LAS:mkd/221 Attachments xc:

Mr. Allen R. Johnson (Mail Stop 14D1)

Project Directorate I-3 Washington, D.C.

20555 U.S. Nuclear Regulatory Commission Region I 475 Allendale Road King of Prussia, PA 19406 Ginna Senior Resident Inspector

~

4 I ~

~

L1 il P

I Il

ATTACHMENT A 9104240282

v

7 I

ATE C

ECKED DATE IQPELLg~~

JOB MO 4Co-o~- 'lb83 PAGE

GINNA/UFSAR ( K[NSuA 2 Table 3.8-6 CONTAINMENT STRUCTURE LOADING COMBINATIONS Load Load Combinations No.

DL VP OTS IP P 60 E

AT60 AT90 a 0. 18 Normal Operation Test 1

2 3

4 5

6 7

8 9

10ll 12 13 14 15 16 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I. 17 1.0

1. 17 1.0 1.17 1.0 1.17 1.0

l. 17 1.0 1.17 1.0 1.17 1.0 1.17 1.0 1.0 1.0 1.0 I..O 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

l. 15 1.15 1.15 1.15 2.0 2.0 2.0 2.0

-2.0

-2.0 Accident Pressure Condition"ndn Condition <<an 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.17 1.0

1. 17 1.0 1.17 1.0 1.17 1.0 1.17 1.0 1.17 1.0

l. 17 1.0

l. 17 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.5 1.5 1.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.8 0.8 0.8

-0.8

-0.8 Condition nbn 33 4

5 6

7 8

39 0v'0 DESlGil VEiRIFlCATfON 4

o a()

c

- 483 cAcc)vRosNo+~c c

~

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.17 1.0 1.17 1.0 1.17 1.0

l. 17 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

1. 25

l. 25 1.25

1. 25 1.25 1.25 1.25 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

-1.0

-1.0 CHKD:

DATE:y pp g(

DATE?

y g F~ QP oF 3.8-203

GIHNA/UFSAR Table 3.8-6 CONTAINMENT.STRUCTURE LOADING COMBINATIONS (Continued)

Load Load Combinations No.

DL Condition "c" 41 1.0 42 1.0 43 1.0 44 1.0 45 1.0 46 1.0 47 1.0 48 1.0 1.0 1.0 1.17 1.0 1.0 1.17 1.0 1.0 1.17 1.0 1.0

l. 17 1.0 1.0 1.0 1.0 VP OT OT 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0i 1.0 1.0 1.0 IP P 60 AT60 E

AT 0 a~0.1g 2.0 2.0 2.0 2.0

-2.0

<<2.0

-2.0

~Ke Loading Number Fundamental Load No.

1 No.

2 No.

3 No.

4 No.

5 No.

6 No.

7 No.

8

~Sabol DL VP OT OT IP AT60 AT N~eanin Dead Load Vertical Prestress Operating Temperature Winter Operating Temperature Summer Internal Pressure (P~60 psig)

Accident Pressure

+ Temperature (P~60 psig; T

286 'F)

Accident Pressure

+ Temperature (P~90 psig; T ~ 312 F)

Design Earthquake (horizontal acceleration 0.10g)

DESiaN VcxiiviCWTioN e

BY:

CHK.,

DATEp CLIENT JOB N hO-0 CALC/PR03 NOO 0

0 2

3. 8-204

1

Case Reference Chart - Shell Model

~

Run Name Load Cases (1)

Applicable Loads (1)

Base Boundary Conditions Tie-Rods Tangential.

Rotational Radial ftdbsIIft ate rial ro rties Modulus Merkffonal Citcumferencfal SI Dome sl Poisson Ratio RGE01 RGE02 RGE03 RGE04 RGE05 RGE06 RGE07 RGE08 RGE09 RGE10 RGE11 RGE12 RGE14 RGE15 RGE16 RGE17 RGE18 RGE20 RGE21 RGE22 D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E D,PS,P,2E 2E 2E 2E D,PS,P D,PS,P D,PS,P 2E D,PS,P D,PS,P D,PS,P D,PS,P D,PS,P D,PS,P D,PS,P D,PS,P D,PS,P D,PS,P 2E 2E 2E Inactive inactive Active Inactive Inactive Active Active Active Active Active Active Active Inactive Inactive Inactive Inactive Inactive Active Inactive inactive Fixed Free Free Fixed Free Free Uner(2)

Fixed Fixed Fixed Fixed Fixed Fixed Fhed Fixed Rxed Fixed Free Free Free Fixed Fhed Fixed Rxed Fixed Fixed Fixed Fixed Fixed Fixed Rxed Fixed Rxed Rxed Fixed Rxed Rxed Fixed Rxed Rxed Free Free Free Free Free Free Free Free 3.00E+01 9.00E+01 3.00E+02 Fixed Free 3ME+01 9.00E+01 3.00E+02 Fixed Free Free Free Rxed Fixed Free Fixed Fixed Free Free Free Free Free Free Free Fixed Rxed Fixed Fixed Fhed (90-180')Fxd p2-1804)Fxd (81-1804)Fxd 4.10EA6 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E<06 4.10E+06 4.10E406 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E+06 4.10E&6 4.10E+06 4.10EA6 4.10Et06 4.10Et06 3¹189 3¹18O9'¹189'.10E+06 Rebar Varies Rebar Varies Rebar Varies Rebar Varies Rebar Varies Rebar Varies Rebar Varies Rebar Varies Rebar Varfes Rebar Varies 4.10EA6 4.10E+06 Rebar Varies Uncra eked Uncracked Uncracked Unciacked Uncracked Uncra eked Uncracked Cracked Cracked Cracked Cracked Cracked Cracked Cracked Cracked Cracked Cracked Uncracked Uncracked Cracked 0.15 0.15 0.15 0

0.0 0.15 0

0 0

0 0.15 0.15 0

~

'I

)

(1) D ~ Dead%eight PS Tendon Prestress P ~ 60 psl Internal Presuie (2) Uner The tangential stiffness associated with the steel containment liner TABLE1 DESlGN VERlFICATION i i

)

~

I' I

)

CLIENT JOB NO.

CALC/PROB N CH(

CO-C

-mfIIg)io DATE/ g DAT

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0"OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE08 Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop Meridional Shear Radial Displacement

[ki s/ft]

[ftki s/ft]

[ki s/ft]

fin]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3

-23.7

-21.1

-18.5 13.2

-8.0 2.5 191.0 251.3 397.5 482.8 565.1 652.0 699.7 736.4 699.8 0,0 158.5 282.9 373.2 401.0 373.2 269.1 191.3 175.4 99,5 99.5 99.5 99.5 99.5 99.5 99,5 99.5 99.5 54.7 51.2 32.5 13.7

-1.1

-9.0

-10.2

-5.2 3.5 0.103 0.271 0.430 0.608 0.769 0,872 0.933 0.918 0.892 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE08 AT90 = Accident Pressure (P=90psig) T=312 P~R 9.< nf 7C DESIGN VER}FlCATION CLIENT JOB NO CALC/PROB NO CC' BY: +gQ CHK~

DATE/ Zq g [

DATE(

a.

W

~

f

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE08 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3

-23.7

-21.1

-18,5

-13.2

-8.0 2.5

-69.4 117.4 302.4 436.4 549.6 663,9 721.6 727.3 699.8 0.0 184.3 312.4 385.0 372.2 298.7 121.2 6.6

-18.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 67.9 55.7 30.9 7.1

-10.2

-17.9

-15.7 713 3.9 0.103 0.334 0.465 0.617 0.752 0.853 0.915 0.908 0.891 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE08 AT90 = Accident Pressure (P=90psig) T=312'ESlGN VERlFICATION I'&< '20AFo CLiENT JOB NO.

0 -

'3-P>5 CALC/Pf(QB NQ.O 0

BY: Q CHKD~

DATE:g @ q)

DATE) p Jg

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGEO&

Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.0~IP) + (1.0 AT60) + (2.0 E)

Meridional

[ki s/ft]

Hoop

[ki s/ft]

Height from Base Stress Resultant Stress Cou les Meridional Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7 3303

-40.5

-57.8 171.9 211.5 293.8 333.8 381.8 427.4 456.8 490.8 460.0 0.0 100.0 184.3 253.0 286.4 282,9 234,8 191.6 181.0 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 33.6 32.7

. 23.2 11.6 2.1 313

-11.5

-10.4

-10.6 0.069 0.189 0.304 0.431 0.543 0.611 0.642 0.618 0.572 t

~

DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE08 AT60 = Accident Pressure (P=60psig) T=286'F E = 0.10 g Earthquake Horizontal+ Vertic DESlGN VERlFlCATlON Imc aZ ~m CLLENT JOB NO CALC/PROB NO~

BY' 4Q DAT z

hl littl~l n shirr

~

t.

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE08 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

[ki s/ft]

Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60 1 03 307

-24.1

-11.9

-15,9

-25,7 33I3

-40.5

-57.8

-88.5 77.6 198.7 287.4 366.3 439.3 478.7 481.7 460.0 0.0 125.8 213.8 264,8 257.6 208.4 86.9 6.9

-12.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 46.8 37.2 21.6 5.0

-7.0

-12.2

-17.0

-12.5

-10.2 0.069 0.252 0.339 0.440 0.526 0.592 0.624 0.608 0.571 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE08 0

AT60 Ac+dent Pressure (P-60psig) T-286 F E = 0.10 g Earthquake Horizontal+ Vertical ANS~@gl+ERfFi(:ATfON ye~ >7 oFro CuENT V

JOB NO CALC/PR08 NO

-o -F4 BY'~8 DATfQZ'I CHKD: g,+

DATE, /pip

y

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0"OTw) + (1,5'IP) + (1.0'AT90),

Internal Pressure Case RGE09 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3

-23.7

-21.1

-18.5

-13,2

-8.0 2.5 193.4 252.1 395.3 478.0 559.3 646,8 696.5 735.3 700.1

-45.0 120.7 252.5 351.9 389,3 368.3 270,8 193,8 175.8 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99,5 99.5 57.0 53.6 34.9 15.8 0.5

-7.9

-9.9

-5.3 3.4 0.111 0.273 0.428 0.603 0.762 0.861 0.929 0.917 0.893 DESlGM VERlFlCATlON DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig)

T312'~<

yo.Xro CL!ENT JOBN O-Q

&8 CALC/PROB N 50 G

av: @gQ OAT '

I DATE3

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.5"IP) + (1,0'AT90)

Internal Pressure Case RGE09 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3

-23.7 21 %1

-18,5

-13.2

-8.0 2.5

-67.0 118.2 300.2 431.6 543.8 658.7 718.4 726.2 700.1

-45.0 146.5 282,0 363.7 360.5 293.8 122.9 9.1

-17.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 70.2 58.1 33.3 9,2

-8.6

-16.8

-15.4

-7.4 3.8 0.111 0.336 0.463 0.612 0,745 0.842 0.911 0.907 0.892 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=31 pmE ~j.4'ESIGN VERIFICATlON CLIEN JOBN CALC/PROB NO~

CHKD:

DAT ZZ Vl

DATQ,

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination Comments:

Internal Pressure Case RGE09 Condition "c"LC 41: (1.0'DL) + (1.0'VP) + (1.0"OTw) + (1.0'IP) + (1.0'AT60) + (2,0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional fftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7 3313

-40.5

-57.8 173.5 212.1 292.4 330.6 377.9 424.0 454.7 490.1 460.2

-30.0 74.8 164.0 238,8 278.6 279.7 235.9 193.3 181.3 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 35.1 34.3 24.8 13.0 3.2

-2.6 1113

-10.4

-10.7 0.074 0.191 0.303 0.427 0.538 0.604 0.640 0.618 0.572 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=286'P E = 0.10 g Earthquake Horizontal + Vertica 4ERIFICATION J~E 7> ale CLIENT J08 NO.+

/

TALC/PR08 NO BY. Q Q p>

CAT Z 'II CHK~~

DAT A p

I

~

L

~

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination Comments:

Internal Pressure Case RGE09 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7

-33.3

-40.5

-57.8

-86.9 78.2 197.3 284.2 362.4 435.9 476.6 481.0 460.2

-30.0 100.6 193,5 250.6 249.8 205.2 88.0 8.6

-12.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.3 38.8 23.2 6.4

-5.9

-11.5

-16.8

-12.5

-10.3 0.074 0.254 0.338 0.436 0,521 0.585 0.622 0.608 0.571 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=2 E = 0.10 g Earthquake Horizontal+ Verti CLIENT JOB NO.

CALC/PROB NO.~

CHK; IFICATION DAVEN >> q~

DAT@

~

I I

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (15'IP) + (1.0'AT90)

Internal Pressure Case RGE10 Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

[ki s/ft]

[in]

Meridional Radial Shear Displacement 0

3 6

10 15 20 30 40 60

-29.0

-27.4 49,3 2317

-21.1

-18.5

-13.2

-8.0 2.5 196.6 250.7 387.6 466.3 546.6 636.3

~-

690.5 733.6 700.7

-135.0 46,7 194.3 312.8 369.0 361.2 275.4 199.2 176.6 99.5 99.5 99.5 99.5 99,5 99.5 99.5 99.5 99.5 623 59.0 40.0 20.2 3.7

-5.8

-9.4

-5.5 3.2 0.121 0.271 0.419 0.590 0.748 0.849 0.923 0.915 0.893 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=31 I~<~>0 oj 7O DESIGN VERIFICATION CuENT gPB bl

-O CALC/PROB NO.

BY:

CHKD:

DATQ DATE3

I I

1

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0"OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE10

[ki s/ft]

Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-493 2307

-21.1

-18.5 1302

-8.0 2.5

-63.8 116.8 292.5 419.9 531.1 648.2'12.4 724.5 700,7

-135.0 72.5 223.8 324.6 340.2 286.7 127.5 14.5

-17.1 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 75.5 63.5 38.4 13.6

-5.4

-14.7

-14.9

-7.6 3.6 0.121 0.334 0.454 0.599 0.731 0,830 0.905 0.905 0.892 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T&1 DESIGN VERIFICATION CLIENT I

It

~ $

PrA< 3$ of70 JOB NO.

0 CALC/PROB NO CHK.

50-b g-ln DATQ ~

DATQ

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE10 Condition "c" LC 41: (1.0"DL) + (1.0'VP) + (1.0"OTw) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60 1 03 317

-24,1

-11.9

-15.9

-25.7 3303

-40.5

-57.8 175.6 211.1 287.2 322.8 369.4 416.9 450.7 488.9 460.6

-90.0 25.5 125.2 212.7 265.2 274.9 239.0 196.9 181.8 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 38.7 37.9 28.2 15.9 5.3

-1.2

-11.0

-10.6

-10.8 0.080 0.190 0.297 0.419 0.529 0.596 0.636 0.617 0.572 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temper ture in Winter al ~PY,'g%StRlFICATION E = 0.10 g Earthquake Horizontal + Verti IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=286'F CLIENT JOB NO CALC/PROB N

>>: csB CHKD:

DAT ~

I

~

I ~

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE10 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0"OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 3>>7

-24.1

-11.9

-15.9

-25.7

-33.3

-40.5

-57.8

-84.8 77,2 192.1 276.4 353.9 428.8 472.6 479.8 460.6

-90.0 51.3 154.7 224.5 236,4 200.4 91.1 12.2

-11.9 0.0 0,0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 51.9 42.4 26.6 9.3

-3.8

-10.1

-16,5

-12,7

-10.4 0.080 0.253 0.332 0.428 0.512 0.577 0.618 0.607 0.571 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=286'F E = 0.10 g Earthquake Horizontal + Vertic DES)6 RiFICATION PerE ~~.$'7>

CLIENT JOB NO G t ALC/PROB NOO 6-0 00 DATljgq

fr

)

~

I

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE11

[ki s/ft]

Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 2307

-21.1

-18.5

-13,2

-8.0 2.5 207.4 245.9 360.6 425,2 502.0 599.6 669.5 727.4

=

702.7

-450.0

-212,3

-9.5 175.6 298,2 336.3 291.6 217.8 179.1 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 80.8 77.7 57.8 35.5 14.9 1.5

-7.8

-6.1 2.7 0.153 0.266 0.390 0.543 0.698 0.805 0.902 0.911 0.896 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter

. IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=312'ESIGN VERIFICATION fm~ 3P oj 7y CLIENT 4

E.

JOB NO O-C CALC/PROB NO.

CHK, DAT$ ~

)Pl

~

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE11 Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop Meridional Shear Radial Displacement

[ki s/ft]

'ki s/ft]

[ftki s/ft]

[ki s/ft]

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4 A9.3 23t7

-21.1

-18.5

-13,2

-8.0 2.5

-53.0 112.0 265.5 378.8 486.5 611.5 691.4 718.3 702.7

-450.0

-186.5 20.0 187.4 269.4 261,8 143.7 33.1

-14.6 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 94.0 82,2 56.2 28.9 5.8

-7.4 13.3

-8.2 3.1 0.153 0.329 0.425 0,552 0.681 0.786 0,884 0.901 0.895 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=312'ESiGN VERIRCATlON CLIENT P W JCBN

-b.

CALC/PROB NO.

SG-0 CHKD:

DATg DATQ ) y/

Containment Shell Stress Resultants and Stress

.Couples Loading: Load Combination Comments:

Internal Pressure Case RGEII.

Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1.0"OTw) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Stress Resultant Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Cou les Meridional Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3

-37

-24.1

-11.9

-15.9

-25.7 33t3

-40.5

-57.8 182.9 207.9 269.2 295.4 339.8 392.4

~-

436.7 484.8 462.0

-300.0

-147.2

-10,7 121.2 217.9 258.3 249.8 209.3 183.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 51.0 50.4 40.1 26.1 12.8 3.7

-9,9

-11.0 11.1 0.102 0.186 0,277 0.388 0.495 0.567 0.622 0,614 0.575 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=28 'F E = 0.10 g Earthquake Horizontal + Vertic RfFlCAT[QN P~E~

~/7O BY:

5Q CHK:

DATg l Rl OAT

) g CLIENT JOURNO>

Sc)- Q g-CALC/PROB NQ.

-0 S-CGS

l 0

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE11 Condition "c" LC 43: (1.0'DL) + (1,0'VP) + (1.0"OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7

-33.3

-40.5

-57.8

-77.5 74.0 174.1 249.0

~ 324.3 404.3 458.6 475.7 462.0

-300,0

-121.4 18.8 133.0 189.1 183.8 101.9 24.6

-10.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 64.2 54.9 38.5 19.5 3.7

-5.2

-15.4 13'10.7 0.102 0.249 0.312 0.397 0.478 0.548 0.604 0.604 0.574 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=286 E = 0.10 g Earthquake Horizontal+ Vertic A5SN@ME~I "ICATION lee~ 4,77d CLIENT JOB NO.

Q-0 CALC/PROS N SO-0

'": $ ~8 CHK:

DAT 'Z I

DATQ ) yg

)Wj

~

Z

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1,0'VP) + (1.0'OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE12 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3

-23.7

-21.1

-18.5 1 302

-8.0 2.5 221.4 236.4 319.5 365.5 438.5 547.7 640.2 719.1 705.7

-892.6

-574.7

-293.4

-14.0 201.6 303,6 315.4 244.2 182.6 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 1073 104.5 83.1 57.0 30.6 11.5

-5.7

-7.1 2.0 0.194 0.254 0.344 0.475 0.626 0,744 0.873 0.904 0.900 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE08 AT90 = Accident Pressure (P=90psig) T=312 DESlGN VERlFlCA'noN CLIENT JOB NO 0-O p~E ~.g7o CALC/PROB NO&

DAT$'Z7 q j DATQ p pg

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0"OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE12 Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-29.0

-27.4 A9.3 2307

-21.1

-18.5 13.2

-8.0 2.5

-39.0 102.5 224.4 319.1 423.0 559.6 662.1 710.0 705.7

-892.6

-548,9

-263.9

-2.2 172,8 229.1 167.5 59.5

-11.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120.5 109.0 81.5 50.4 21.5 2.6

-11.2

-9.2 2.4 0,194 0.317 0.379 0.484 0.609 0,725 0,855 0.894 0.899 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE08 AT90 = Accident Pressure (P=90psig) T=31 pdeE w2 ~f70 DESlGN VERIFICAT!ON cLIENT R@ E JOB NQ.

SO" ~

- }QBZ CALC/PROB NOD S<-n 3-QO(o DAT Ij

~

CHKD:

DATE:

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE12 Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3

-37

-24.1

-11.9

-15.9

-25.7 3313

-40.5

-57.8 192.2 201.6 241.8 255.6 297.4 357.9 417.2 479.3 464.0

-595.1

-388.8

-199.9

-5,2 153,6 236.5 265.6 226,9 185.8 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 68.6 68.2 56.9 40.5 23.2 10.4

-8.5

-11.6

-11.6 0.129 0.178 0.247 0.342 0.447 0.526 0.603 0.609 0.577 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE08 AT60 = Accident Pressure (P=60psig) T-2 E = 0.10 g Earthquake Horizontal + Verti CLIENT JOB NO RIFlCATlON Imz ce ~frd r

CALC/PR08 NW 3-ceb BV: QCg CHK DAT '< r DATEg

~

s

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Infernal Pressure Case RGE12 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0"OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 317

-24.1

-11.9

-15.9

-25.7 33t3

-40.5

-57.8

-68.2 67.7 146.?

209.2 281.9 369.8 439.1 470.2 464.0

-595.1

-363.0

-170.4 6.6 124.8 162,0 117.7 42.2

-7.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 81.8 72.7 55.3 33.9 14.1 1.5

-14.0

-13.7

-11.2 0.129 0,241 0.282 0.351 0.430 0,507 0,585 0.599 0.576 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Infernal Pressure (60psig) RGE08 AT60 = Accident Pressure (P=60psig) T-2 E = 0.10 g Earthquake Horizontal + Verti CLIENT IFICATION pWE'5 ak 7D JOHN CALC/PROB NO%

BV: @gq CHKD:

- I&83 DATQ q (

DATQ

I I

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE14 Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop Meridional Shear Radial Displacement

[ki s/ft]

[ftki s/ft]

[ki s/ftl

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 23 07

-21.1

-18.5 13.2

-8.0 2.5 161.0 201.7 341.7 447.0 547.3 649.0 704.3 741.9 700.4 0.0 185.2 328.1 428.7 454.5 416.6 288.1 194.5 172.7 99.5

'9,5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 64.5 59.3 36.9 14.7

-2.6

-11.4

-12.4

-6.2 3.6 0.000 0.189 0.368 0.569 0,751 0.863 0.939 0.924 0.893 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Minter IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig)

T=312'm'<o DESIGN VERIFICATION 1

CLIENT JOB NO

-O

- i&89 CALC/PROB NOD SO 0 Q"~(P CHK DAT ZT Cl DATQ p i

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0"DL) + (1.0'VP) + (1.0'OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE14 Height from Base fki s/ft]

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop fftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0' 6

10 15 20 30 40 60

-29.0

-27.4

-49.3 2307

-21.1

-18.5 1302

-8.0 2.5

-99.4 67.8 246.6 400.6 531.8 660.9 726.2 732.8 700.4 0.0 211.0 357.6 440,5 425.7 342.1 140.2 9.8

-21.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 77.7 63.8 35,3 8.1

-11.7

-20.3

-17.9

-8.3 4.0 0.000 0.252 0.403 0.578 0.734 0.844 0.921 0.914 0.892 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T= 12'F DESlGN VERlFlCATION PRE ep P 7>7 CLIENT JOB NO.~

-O

- lb'85 CALC/PROB NO.

5e-o

-oc'4 8": Crbe CHKD~

DA DATQ p y

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Infernal Pressure Case RGE14 Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1.0"OTw) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 6

10 15 20 30 40 60

-1,3

-3.7

-24,1

-11.9

-15.9

-25.7 3313

-40.5

-57.8 151.9 178,5 256.6 310.0 369.9 425.4 459.9 494.4 460.5 0.0 117.8 214.5 290.0 322.1 311.9 247.5 193,8 179.2 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 40.1 38.1 26.1 12.3 1.1

-4.9

-13.0

-11.1

-10.5 0.000 0.135 0,263 0.405 0.531 0.606 0.647 0,623 0,573 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter AT60 = Ac@dent Pressure (P=60psig) T-2 E = 0.10 g Earthquake Horizontal + Verti al ABIEQQLM$8) FlCATlON IP = Internal Pressure (60psig) RGE09 0

fAE<Zo4 /II CLIENT JOB N(P CALC/PROB NO BY: @g8 DAT '

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE14 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.0'IP) + (1.0'AT60) + (2,0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[inl 0

3 6

10 15 20 30 40 60 1 03

-37

-24.1

-11.9

-15.9

-25.7 3313

-40.5

-57.8

-108.5 44.6 161.5 263.6 354.4 437.3 481.8 485.3 460.5 0.0 143.6 244.0 301.8 293.3 237.4 99.6 9.1

-14.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 53.3 42.6 24.5 5.7

-8.0

-13.8

-18.5 1312

-10.1 0.000 0.198 0.298 0.414 0.514 0.587 0.629 0,613 0.572 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T-2 E = 0.10 g Earthquake Horizontal+ Verti al ANWg@IFICATlON CLlENT Pd6 E 4g of 78 JOB NOD 5 -0 CALCIPROB NO<@O BY:

gP)

CHK:

DAT.

DATE:

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.5"IP) + (1.0'AT90)

Internal Pressure Case RGE15 Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 2317 21 %1

-18.5 1302

-8.0 2.5 161.2 198.8 335.3 439.5 540.1 643.6 701.5 741.3 700.8

-45.0 149.4 301.1 411.6 446.8 415.0 291.3 197.3 172.9 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 67.6 62.3 39.6 16.9

-1.0

-10.4

-12.2

-6.4 3.5 0.000 0.184 0.361 0.560 0.743 0.857 0.937 0.924 0.894 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=31 'ESIGN VERIFICATION CLIENT JOB N D

4 l3Y'

$8 DAT)2) 0I CHK DATQ ) p/

CALC/PROB N CO "0 aors

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments; Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGH15 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 23>7

-21.1

-18.5

-13.2

-8.0 2.5

-99.2 64.9 240.2 393.1 524.6 655.5 723.4 732.2 700.8

-45,0 175.2 330.6 423.4 418.0 340.5 143.4 12.6

-20.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 80.8 66.8 38.0 10.3

-10.1

-19.3

-17.7

-8.5 3.9 0.000 0,247 0.396 0.569 0.726 0.838 0,919 0.914 0.893 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=

PA'E W/og 70 DESIGN VERIFlCATlON CLIENT JOB NO CALC/PROB NOD 0

QOLo CHKD:

DAT DAT p/

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination Comments:

Internal Pressure Case RGE15 Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base fki s/ft]

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial.

Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 3t7

-24.1

-11.9

-15.9

-25.7

-33.3

-40.5

-57.8 152.0 176.5 252.3 305.0 365.1 421.8

~.

458.1 494.0 460.7

-30.0 93,9 196.4 278.6 317.0 310.8 249.6 195.6 179,3 99.5 99,5 99.5 99.5 99.5 99.5 99.5 99.5 99,5 42.2 40.1 27.9 13.7 2.2

-4.3

-12.9

-11.2

-10.6 0.000 0.132 0,258 0.399 0.525 0.601 0.645 0.623 0.573

~ s

~ 1 al

~.

DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T-E = 0.10 g Earthquake Horizontal + Ver PAE f2 of76'al ARNfMQBRIRCATION CLIENT JOBN

-Q

- 683 CALC/PROB NCPRSO-0 9-oDG BY: Q,ge, CHKD:

DAT: p DATEl.'

r

<g p

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE15 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60 1 03 307

-24.1

-11.9

-15.9

-25.7 33 I3

-40.5

-57.8

-108.4 42.6 157.2 258.6 349.6 433.7 480.0 484.9 460.7

-30.0 119.7 225.9 290.4 288.2 236,3 101.7 10.9

-14.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 55.4 44.6 26,3 7.1

-6.9

-13.2

-18.4 1303

-10.2 0.000 0.195 0.293 0.408 0.508 0.582 0.627 0.613 0.572 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=2 E = 0.10 g Earthquake Horizontal+ Verti pAt g3 gf7P BY: ~gg CHK DA OAT. ) y/

lFlCATlON CLIENT ~

E.

JOB NO.

(+2> -O CALC/PROB N

~< - o>>GBL0

y 4

~

Containment Shell Stress Resultants and Stress Couples 4

Loading: Load Combination.

Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0"OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE16 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ff]

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 2307

-21.1

-18.5 1302

-8.0 2.5 161.6 192,9 322.5 424.5 525.8 632.8

~

695.9 740.0 701.4

-135.0 77.8 246.9 377.4 431.4 411.9 297.6 202.9 173.4 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 73.7 68.4 45.1 21,3 2.0

-8.6

-12,0

-6.7 3.3 0.000 0.175 0.347 0,543 0.727 0.844 0.931 0.923 0.894 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Infernal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T-DESiGN VERlFICATION CLIENT 7-I-E JOBNO> ~

4 9 CALC/PROB 0

C'Y:

CHKD:

DATQ ZZ qi DATE:

p t

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1,5'IP) + (1.0'AT90)

Internal Pressure Case RGE16 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3

-23.7

-21.1

-18.5 1312

-8.0 2.5

-98.8 59.0 227.4 378.1 510.3 644.7 717.8 730.9 701.4

-135.0 103.6 276.4 389.2 402.6 337.4 149.7 18.2

-20.3 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0,0 86.9 72.9 43.5 14.7

-7.1

-17.5

-8.8 3.7 0.000 0.238 0.382 0.552 0.710 0.825 0.913 0.913 0.893 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=31

'A%'c f50f7//'ESIGN VERIFICATION CuENY JOB NOD SO-n I&

CALC/PROB N($5(50 0

K 4 BY: +rg CHKD:

DA OATEN' pg

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE16 Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1;O'OTw) + (1.0'IP) + (1.0'AT60) + (2,0')

[ki s/ft]

Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3

-37

-24.1

-11,9

-15.9

-25.7

-33.3

-40.5

-57.8 152.3 172.6 243.8 295.0 355.6 414.6 454.4 493.2 461.1

-90.0 46.2 160.3 255.8 306.8 308.7 253.8 199.4 179.7, 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 46.3 44.2 31.6 16.7 4.2

-3.0

-12,7

-11.4

-10.7 0.000 0,126 0.249 0.388 0.515 0.593 0.642 0.622 0.573 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=286'F E = 0.10 g Earthquake Horizontal+ Vertica ANfg$@$p(QER)Fl(:ATlQQ PAO'C fd o47tI CLIENT R JOB N Ce>

O LB3 CALC/PROB NO~

DATB )

CHK BY' gQ OATEN'q

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE16 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0"OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7 3303

-40.5

-57.8

-108.1 38.7 148.7 248.6 340.1 426.5 476.3 484.1 461.1

-90.0 72.0 189.8 267.6 278.0 234.2 105.9 14.7

-14.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 59.5 48.7 30,0 10.1

-4.9

-11.9

-18,2

-13.5

-10.3 0.000 0.189 0.284 0.397 0.498 0.574 0.624 0.612 0.572 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=2 E = 0.10 g Earthquake Horizontal + Vertie P~E %47d

%SddCRIFICATlOX CLIENT P Q.

E.

JOB NO.

CALC/PROB NOO)Q-8

'3 - g Cgy BY: Qgg CHK OA'$ Z> qI OATEN'

a

Containment Shell Stress

-Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE17 Height from Base Meridional Hoop Stress Resultant Stress Cou les Meridional Hoop Meridional Shear Radial Displacement

[ki s/ft]

[ftki s/ft]

[ki s/ft]

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 2307

-21.1

-18.5

-13.2

-8,0 2.5 162.9 172.3 277.7 372.1 475.6 595.1 676,4 735.6 703.7

-450.0

-172.7 57.5 257.9 377.6 400.7 319.9 222.6 175.1 99,5 99.5 99.5 99.5 99.5 99.5 99,5 99.5 99.5 95.3 89.7 64.4 36.9 12.8

-2,1

-11.0

-7.6 2.9 0.000 0.144 0.297 0.484 0.671 0,799 0.912 0.920 0,897 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=31 pW~<z~PT~

DESIGN -VERIFlCATlON CLIENT soBNC ~Co o 3-lb~3 CALC/PROB N P tEO BY:+$Q CHKD:

DA Z

DATE3

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE17 Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear fftki s/ft]

[ki s/ftl Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 23t7

-21.1

-18.5 13.2

-8.0 2,5

-97.5 38.4 182.6 325.7 460.1 607.0 698.3 726.5 703.7

-450.0

-146.9 87.0 269.7 348,8 326.2 172.0 37.9

-18.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 108,5 94.2 62.8 30.3 3.7

-11.0

-16.5

-9.7 3.3 0.000 0.207 0332 0.493 0.654 0.780 0.894 0.910 0.896 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=3 P~> >go/78 DESIGN VERIFICATION CLIENT Joe No CALC/PROB NO~>+ + ~

ev: gag CHKD:

DATg ~

(

DATE.

1

\\ ~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE17 Condition "c" LC 41: (1.0'DL) + (1,0'VP) + (1,0"QTw) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional fftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[k s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7

-33.3

-40.5

-57.8 153.2 158.8 213.9 260.0 322.1 389.4 441.3 490.3 462.6

-300.0

-120.8 34.1 176.1 270.9 301.3 268.6 212.5 180.8 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 60.6 58.3 44.4 27.1 11.4 1.3

-12.1

-12.0

-11,0 0.000 0.105 0.215 0.348 0.477 0,563 0,629 0.620 0.575 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=2 E = 0.10 g Earthquake Horizontal+ Verti al AHSXKRCEBRIFICATION I

CLIENT JOB NCP g0 -O

- &83 CALC/PROB N(P 6

P &&

BY: Q~/3 CHK DATP DATPggy g)

~

+c I

~

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE17 Condition "c" LC 43: (1.0'DL) + (1.0'VP) + (1.0"OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base

[ki s/ft]

Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60

-1.3 3t7

-24.1

-11.9

-15.9

-25.7 3303 40.5

-57.8

-107.2 24.9 118.8 213.6 306.6 401.3 463.2 481.2 462.6

-300.0

-95.0 63.6 187.9 242.1 226.8 120.7 27.8

-12.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 73.8 62.8 42.8 205 23

-7.6

-17.6

-14.1

-10.6 0.000 0.168 0.250 0.357 0.460 0,544 0.611 0.610 0.574 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS ANSYS OTs = Operating Temperture in Summer AT60 Ac+dent Pressure (P-60psig) T-28 E = 0.10 g Earthquake Horizontal + Vertie 1 AIQBQSQHNKR)FICATlON IP = Internal Pressure (60psig) RGE09 0

PaeE. 4/o47n CuBNY JOB NOO)Q-O Q-lggg CALC/PROB NA>>

O 3->>4 BY: QCQ CHK DA DAT 7 y I

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 29: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE18 Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional Hoop Meridional Shear Radial Displacement

[ki s/ft]

[ftki s/ft]

[ki s/ft]

[in]

0 3

6 10 15 20 30 40 60

-29.0

-27,4

-49.3 23t7

-21.1

-18.5 1312

-8.0 2.5 166.2 122,2 169.0 244.8 354.0 503.6 629.0 725.0 709.3

-1213.8

-780.1

-401.8

-31.9 247.2 373.7 373.8 270.3 179.3 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 147.6 1413 111.1 74,7 38.8 13.6

-8.8

-10.0 1.7 0.000 0.068 0.177 0.340 0.535 0.690 0.866 0.913 0.904 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temperture in Winter IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig)

T=312'm~

t'~ g7I CHK~

DATE( )/gi DESIGN VERIFICATION cuENT 24 JOB NO Q 6 0 3-LPBQ CALC/PROB NO.

-O

-Ce&

DAT:

<a

)

a 0

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Condition "a" LC 31: (1.0'DL) + (1.0'VP) + (1.0'OTs) + (1.5'IP) + (1.0'AT90)

Internal Pressure Case RGE18 Height from Base Stress Resultant Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Cou les Meridional

[ftki s/ft]

Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-29.0

-27.4

-49.3 23t7 21 el

-18.5 1312

-8.0 2.5

-94.2

-11.7 73.9 198.4 338.5 515.5

~.

650.9 715.9 709.3

-1213.8

-754.3

-372.3

-20.1 218.4 299.2 225.9 85.6

-14.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 160.8 145.8 109.5 68.1 29.7 4.7

-14.3

-12.1 2.1 0.000 0.131 0.212 0349 0.518 0,671 0.848 0.903 0.903 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 AT90 = Accident Pressure (P=90psig) T=31 'ESiGN VERlFlCATION 1&m 4s ~87d CLIENT J08 NCP:J CALC/PROB NO.

BY: +gQ CHKD:

DAT y

I q 0

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGE18 Condition "c" LC 41: (1.0'DL) + (1.0'VP) + (1.0'OTw) + (1.0"IP) + (1.0'AT60) + (2.0')

[ki s/ft]

Height from Base Stress Resultant Meridional Hoop Stress Cou les Meridional

[ftki s/ft]

Hoop

[ftki s/ft]

Meridional Shear

[ki s/ft]

Radial Displacement

[in]

0 3

6 10 15 20 30 40 60 1t3 307

-24.1

-11.9

-15.9

-25.7

-33.3

-40.5

-57.8 155.4 125.5 141.5 175.2 241.0 328.5 409.7 483.2 466.4

-809.2

-525.8 272t2

-17.1 183.9 283.2 304.6 244.3 183.6 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 95.5 92.8 75.6 52,3 28.7 11,8

-10.5

-13.6

-11.8 0.000 0.054 0.135 0.252 0.387 0.490 0.598 0.615 0.580 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTw = Operating Temper ture in Winter IP = Internal Pressure (60psig) RGE09 AT60 = Accident Pressure (P=60psig) T=2 E = 0.10 g Earthquake Horizontal+ Verti al ANRKRC5%RlFIl-ATION CLIENT JOB NO%'"e-o 5-48 pR6E df gf7d CALC/PROB NO.

CH DA DAT

Containment Shell Stress Resultants and Stress Couples Loading: Load Combination Comments:

Internal Pressure Case RGEI8 Condition "c" LC 43: (1.0'DL) + (1,0'VP) + (1.0"OTs) + (1.0'IP) + (1.0'AT60) + (2.0')

Height from Base Meridional

[ki s/ft]

Hoop

[ki s/ft]

Stress Resultant Stress Cou les Meridional Hoop Meridional Shear

[ftki s/ft]

[ki s/ft]

Radial Displacement fin]

0 3

6 10 15 20 30 40 60

-1.3 307

-24.1

-11.9

-15.9

-25.7 3313

-40.5

-57.8

-105.0

-8.4 46.4 128,8 225.5 340.4 431.6 474.1 466.4

-809.2

-500.0

-242,7

-5,3 155.1 208.7 156.7 59.6

-10.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 108.7 97.3 74.0 45.7 19.6 2.9

-16.0

-15.7

-11.4 0.000 0.117 0.170 0.261 0.370 0.471 0,580 0.605 0.579 DL= Dead Load ANSYS VP = Vertical Tendon Prestress ANSYS OTs = Operating Temperture in Summer IP = Internal Pressure (60psig) RGE09 0

AT60 Ac@dent Pressure (P-60psig) T-2 P

E = 0.10 g Earthquake Horizontal+ Verti al App@g+~lFl(:ATlQN CLIENT JOB NO.

CALC/PROB NO.

BY:

CHKD:

DAT DAT y j'/

Tension Bar Force for Load Combination "a" Pressure Run Factored Tension Bar Force ki s D

P Os L.C. Factor 1.0 LC. Factor=1.0 L.C. Factor 1.0 I

LC. Factor=1.5 ot orce 90 L.C. Factor 1.0 I s RGE08 RGE09 RGE10 RGE11 RGE12 RGE14 RGE15 RGE16 RGE17 RGE18 0.0 0.0 0.0 0.0 0'.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 64.0 66.5 72.1 91.8 120.0 74.4 77.7 84.3 107.3 163.0 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 72.3 74.8 80.4 100.1 128.3 82.7 86.0 92.6 115.6 171.3 DL ~ Dead Load VP Vertical Tendon Prestress OTs Operating Temperture In Summer IP Internal Pressure (60pslg)

AT90 Accident Pressure (P 90pslg) T12'F DESlGN VERIFlCATION CLIENT 308 N SH IIII' cALclp808 NC? ~0-cri~

BY:

CHKD:

s+.

ATES Zl DATE/

Tension Bar Force for Load Combination "c" Pressure Run Factored Tension ar Force bs V

LC. Factor 1.0 LC. Factor=1.0 o

orce Os,.

I A 60 L.C. Factor 1.0 LC. Factor 1.0 L.C. Factor 1.0 LC. Factor 2.0 s

RGE08 RGE09 RGE10 RGE11 RGE12 RGE14 RGE15 RGE16 RGE17 RGE18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 42.7 44.3 48.1 61.2 80.0 49.6 51.8 56.2 71.5 108.7 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 120.3 122.0 125.7 138.8 157.7 127.3 129.5 133.8 149.2 186.3 DL = Dead Load VP Vertical Tendon Prestress OTs Operating Temperture In Summer IP Internal Pressure (60pslg)

AT60 Accident Pressure P&0psig) T 286'F E

0.10 g Earthquake Horizontal+ Vertical ANSYS RGE03 DESlGN VERlFlCAyl(jg CLIENT JOB N CALC/PROB N~

CHK0:

0-07 R)

DAf

Radial Displacement for Load Combination "a" Pressure un Factored Radial is lacement in 0

sp.

DL VP

OTs, IP AT90 L.C. Factor 1.0 LC. Factor=1.0 L.C. Factor 1.0 LC. Factor 1.5 LC. Factor 1.0 in RGE08 RGE09 RGE10 RGE11 RGE12 RGE14 RGE15 RGE16 RGE17 RGE18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.103 0.111 0.121 0.153 0.194 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.103 0.111 0.121 0.153 0.194 0.000 0.000 0.000 0.000 0.000 DL Dead Load VP Vertical Tendon Prestress OTs Operating Tempeiture In Summer IP Internal Pressure (60pslg)

AT90 Accident Pressure (PWOpslg) T&12'F DESIGN VERIFICATION CLIENT JOB NO~

CALC/PROB NO.

SQ 0 CQ(P DA

'2 CH:

)

DAT

)

e

Radial Displacement for Load Combination "c" Pressure Run Factored adial is acement in 0

isp.

DL V

Os I

A 60 L.C. Factor 1.0 LC. Factor 1.0 L.C. Factor 1'.0 LC. Factor 1.0 LC. Factor 1.0 LC. Factor 2.0 in RGE08 RGE09 RGE10 RGE11 RGE12 RGE14 RGE15 RGE16 RGE17 RGE18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.069 0.074 0.080 0.102 0.129 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.181 0.186 0.192 0.214 0.241 0.112 0.112 0.112 0.112 0.112 DL Dead Load VP Vertical Tendon Prestress OTs Operating Temperture In Summer IP Internal Pressure (60pslg)

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ML17309A459

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