ML20052B626

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Pipe Rupture Restraints - Final Stress Rept
ML20052B626
Person / Time
Site: Seabrook  NextEra Energy icon.png
Issue date: 01/22/1982
From: Rangananthan B
UNITED ENGINEERS & CONSTRUCTORS, INC.
To:
Shared Package
ML20052B621 List:
References
9763-B-04-00-12, 9763-B-4--12, NUDOCS 8205030385
Download: ML20052B626 (76)
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Text

{{#Wiki_filter:_. F orm 5604 C ALC. SE T NO. uitted engineers ac.e_..ec ,,s e,. C ALCUL ATION CONTROL SHEET F I N AL 9763-B-04-oo-12 PROJECT TITLE PSNH-SEABROOK UNITS 1 & 2 olSCiPLINE ___PSG VOID SYSTEM REACTOR COOIANT -i 9 SYSTEM SUBJECT PIPE WHIP RESTRAINTS IN THE CONTAINMENT DESIGN CL ASSIFIC ATION STRUCTURAL (h0T SAFETY REIATED) STARTED BY B. RANCANANTHAN DATE I-16-81 AUTHORIZED BY GEORGE CARL DATE 9-24-76 PROBLEM STATEMENT Pipe rupture restraints (PRR's) PW-49-1, PW-49-2, PW-49-4b, PW-49-3a, PW-49-4a and'PW-49-3b for the Reactor Coolant -49 system in the containment are required to control motions and absorb the energy released from a postulated pipe rupture. Analysis must be performed for these PRR's to show that they are capable of withstanding dynamic loads resulting from energy released of the ruptured pipes while maintaining their structural integrity. The blowdown force and applied load directions were provided by the project. (see references (5) DESIGN B ASIS The basis for the designs and analysis of the PRR structures is the ASME III Code, subsection NF and related subarticles addressing linear type of structures. Since this code is not mandatory for the PRR designs, only those sections deemed appropriate were used to generate design guideline criteria presented in section 4.1.2. This criteria simplifies the analysis procedures for the PRR designs. TOTAL NUMBER OF SET COMPUTATION SHEETS 71 FINISHED BY b bMV4hdfu h CHECKED BY di l i z: \\ cwecuta otsien suren cosmizANT rus'n otsten neview l BY kh &f* ,1*y, /Q th *0.4%~ DATE s SL /- fee - P L

?'-*u REVISION 1 STARTED DATE BY j

i 8.2050-30385

Form 6603 CALC. SET n!O. mited engineers oc__,,c ,,,c,,. p CALCULATION

SUMMARY

FIN AL 9763-B-04-00-12 a REFERENCE SHEET PROJECT TITLE PSNH-SEABROOK UNITS 1 & 2 oisetPLINE PSG SHEET OF J.O. 9763-006 REACTOR COOLANT -49 SYSTEM SYSTEM ,t COMP. BY CHK,D BY y SUBJECT PIPE WHIP RESTRAINTS IN THE CONTAINMENT ON hf O o,TE oarE DESIGN CL AS$1FIC ATION STRUCTURAL (NOT SAFETY RELATED)

  1. is.72-l-13-32.

DATE DATE SUMM ARY / CONC LUSIONS See Section 2.0 and 3.0 l (

REFERENCES:

( SPECwiC ArioNS. oR AWINGS, CODES, C ALCUL ATION SE TS, TE XTS, RE PORTS, COMPUTE R D ATA PSAR E TC. ) See Section 5.0 usi .~m* -mee m

TABLE OF CONTENTS (~ SECTION TITLE SIEET 1.'O INTRODUCTION 1 1.1 PRR List 2 2.0

SUMMARY

OF RESULTS 3 2.1 Table of Actual v/s Allowable 4 Stress 2.2 Embedment Loads 10

3.0 CONCLUSION

S 12 4.0 ANALYSIS 13 4.1 Design Criteria 14 4.1.1 Material and Section 15 Properties 4.1.2 Allowable Stresses 16 4.1.3 Load Criteria 19 4.2 DETAILED STRESS ANALYSIS 20 4.2.1 Analysis of PRR W-49-1 21 l 4.2.2 Analysis of PRR W-49-2 29 4.2.3 Analysis of PRR W-49-4b 42 4.2.4 Analysis of PRR W-49-3a 51 4.2.5 Analysis of PRR W-49-4a 37 4.2.6 Analysis of PRR W-49-3b 64

5.0 REFERENCES

73 L- ...__m i

{ 1,0 INTRODUCTION The function of pipe rupture restraints (PRR's) are to protect safety related systems, components and structures from the effect of postulated pipe breaks. This is accomplished by having the PRR's control and limit the motions of the ruptured pipe while allowing thermal expansion and seismic movements to occur when the pipes are in the ir operating modes. The restraints listed in section 1.1 of this report are located in the containment and are welded to the embedments. The PRR's FW-49-1 and PW-49-2 consist of energy absorbing crush pads to absorb the postulated pipe break loads for line RC-49-1-14. U-Bolts are used for PRR PW-49-1 to resist rebound loads. PRR's FW-49-4b,.PW-49-3a and PW-49-4a are designed to resist postulated break of line RC-49-1-14. Also U-bolts are provided for PRR's PW-49-4b and PW-49-4a to resist rebound loads. PRR PW-49-4b also serves as a pipe support. U-bolts are provided for PW-49-3b to resist postulated pipe break loads. The purpose of this report is to show by analysis that these restraints will perform their intended functions without exceeding the stress limits set forth in section 4.1.2. 1 i i \\. ~ -. - - "~'

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.n. r 1.1 PRR LIST 4 I SERIAL NO. PRR NO. DRAWING NUMBER t 1 W-49-1 9763-F-104028 Rev. 3 2 W-49-2 9763-F-104028 Rev. 3 3 W-49-4b 9763-F-104028 Rev. 3 4 W-49-3a 9763-F-104029 Rev. 6 5 W-49-4a 9763-F-104029 Rev. 6 6 W-49-3b 9763-F-104030 Rev. 4 j I 1 2-e w r g---

2.0

SUMMARY

OF RESULTS The PRR structures were analyzed to the criteria specified in section 4.1.2. All members of the structures as well as connections were within allowable stress limits. Plastic deformation of members and U-bolts for PRR's PW-49-3a, 4a and 4b is less than 507. of the minimum ultimate uniform strain. Also deformation of crush pad is less than 757. of the crush pad core height. u (. _ _ -.

2.1 TABLE OF ACTUAL V/S ALLOWABLE STRESS PRR PW-49-1 ALLOWABLES STRESS SHEET ACTUAL STRESS STRESS DESCRIPTION TYPE NO STREE3 F(ksi) RATIO f (ksi) (1) G1.0 (2) W (4 v 145 cogpec3sgyg 27 16 11 32 4 (NITH STIFFNER5) $TIFFMER$ Fct Co MREMtN C 27 15 86 2l.09 pg., g gp g Mc is x 45.S WiTH conpcs sswe 27

14. G S 32 4 6TIFFNE C 5 STIFFNil$ FoR.

Mcisx45.s LcMPRG55tV6 26 13 44 2219 R '/$ x 2 N 16' B E M D iM 6, 26 s.1 (.;, 32 4 ~ V - Boi-T TE M stc M 2G 18 15 32 4 W El. D S 7$ f'wr to 2.6 15 16 32 4 SToffMil of MC IS '/ FILLET To WEB 80.o9 32 4 e miu ms 1e 1. See section 4.1.2 for allowable stress limits. 2. See section 4.1.2.2for equations to determine stress ratios. 2.. =. -.-. . = _ e

. 9 Nv a ,ea,m+ 9M+ mens g. 2.1 TABLE OF ACTUAL V/S ALLOWABLE STRESS ( k. PRR PW-49-2 ALLOWABLES STRESS SHEET ACTUAL STRESS STRESS DESCRIPTION TYPE NO STRESS F(ksi) RATIO f (ksi) (1) (1.0 (3) (2) W 14 (109 CO M PC.E SSiv E B3 12.I 32 4 - cotumu c# 6EuoiMG 33 29 47 s2 4 w 14 x 283 T eu sion 3

  • S'S S24 c,g SEMDtNG Al i1 23 32 4 l-

~ o HEAR i4.qi iq. 4 C R USl-l PAD De,pgc7 cy 32, t 3 69 IN4H-3 5" iNc"- ~ {" W E LLS 5/h FittET S ET. 3g o 32 4 n14.> es G LBx4 UT.B) Ya' riti.s t a:T. wt4s2s.3 3B 24 6 32 4 Aub Be Au v414 SEBB NT. 6) 3/4 Fitts, s c1. Wl4 4 gq 21 5 32 4 Ec AM Wla cS3 (7T. b') 3 " Fiu er ett. nt4 4 4 E M I. R.145 ( IT. A* ) 40 W M*4 3' flu.f7 S cT. W l4 /4 & EMB. 4.147 OT. E ') 40 22 6 37,4 MOTES : 1. See section f. 3 9 for allowable stress limits. 2. See section 4.1.2.2 for equations to determine stress ratios. 3. See sheet no. 31 for joint locations.. _.. _. L. m u-r

2.1 TABLE OF ACTUAL V/S ALLOWABLE STRESS PRR PW-49-4b ~ ALLORABLES STRESS SHEET ACTUAL STRESS STRESS DESCRIPTION TYPE NO STRESS F(ksi) RATIO f (ksi) (1)

(1.0 (2)

U - SoLT STR AiN 46 c'034 mms 0 2 2 5 iutaci ~ lElongdyn) ( g,,,,,4;c n) J WIAv283 Scuosaq q 25 3 32 4 _ (ft Auct) '[2 STtFF4Et g TENsiou 46 7 31 32 4 PG Wtox263 (CM PEE ssied 47 46 52 4 [NE E) lAIELD A(o 3/g Fiun to '/z snrruet. ~ 6 69 32 4 ~ ~ ~ ~~~~ g ig ;.un., watzs3e eue.t 47 L 6 '4 32 4 3 '6 Fiait To wr6 er / 47 4 53 32 4 Wi4 1. See section 4.1.2 for allowable stress limits. 2. See section 4.1.2.2 for equations to determine stress ratios. -. n.- -.

2.1 TABLE OF ACTUAL V/S ALLOWABLE STRESS PRR PW-49-3a ALLOWABLES STRESS SHEET ACTUAL STRESS STRESS DESCRIPTION TYPE NO STRESS F(ksi) RATIO f (ksi) (1) (1.0 (2) Wid K 43 ST E A tu 54 o ol2 tuents o. o 95 iwto I [Elo m gc.lio b) [g tomg4 trow) C AP E Fa t W L4 x 43 seutig4 55 g1 % S24 titFFMER

4. Es t evd (CMP AC SSWE 66 26* &

B2 4 CAP n. WELD (" \\ 55 5/ig Fit.LET To 32 4 W stirr N t cJ 3/6 Fittri To EAsc n. g 16 4 S24 1. See section a_1_9 for allowable stress limits. 2. See section 4.1.2.2 for equations to determine stress ratios., -- r

2.1 TABLE OF ACTtr.L V/S ALLOWABLE STRESS PRR PW-49-4a ALLOWABLES STRESS SHEET ACTUAL STRESS STRESS DESCRIPTION TYPE NO STRESS F(ksi) RATIO f (hsi) (1) 41.0 (2) Wr6er wi2565 STR A IN Gl o.o St # AIM o/ '*"' WEB er wl2 s es d coupeession 6l 20.B2 ~22 29 WCB cf WT7 U-SoLT TE M 5 tou 63 2.1 $ 5 32 4 FLAM6C oF WT 7 x mid SENSiN6 63 34 96 32 4 4.21 32 4 VJtF. ri NTTtIAl T TE M stan $3 wsLDS ~ -- Ultr.4 $8 FtLLET B E T. g.g HEB oF m 2. A ND EM B. Q_ l[ FtLLci Bot. Pc wt2. M.6 32 4 i f\\MD E to b. Il 3 ' fu.tc1 t.e T. /S ~ 3 31 12 4 w T 7 2 E M S. R. 63 1. See section 4.1.2 for allowable stress limits. t 2. See section 4.1.2.2 for equations to determine stress ratios..- e

2.1 TABLE OF ACTUAL V/S ALLOWABLE STRESS ( PRR PW-49-3b ALLOWABLES STRESS SHEET ACTUAL STRESS STRESS DESCRIPTION TYPE NO STRESS F(ksi) RATIO f (ksi) (1) G1.0 (3) (2) W I4 x 61 COMP RESS LV C bb 3o.97 32 4 C A P (1 To N14 56 / B E N D IN (a 67 2 1. l b 52 4 3 ' 5 TIFF. 6 EIT. N64 MI C oMP RE 55)M E 20.% 32 4 /4 gg M Wl4% 253 WEB er Pc wg4 wag 3 comp RE 55tV E 72 l~l. % 32 4 FL AN 4E er Pc.. BEMoguG 63 23 27 32.*4 NtaxtB3 .L[ stirF. To R. Wi45233 T e u $1 0 Al 71 7 3l 32 4 U-BoL7 STEALM 70 e.co39 sum 225im NEL DS 3/g FILLET BET. CAPQ. S7 32 4 & W14 % (et 8f FILLET B CT. N 144(,] / 4] $2 4 32 4 4 ViFitttiWid S 2 65_h..... W-S cl. 4 GS 29 3G 32 4 wiA r,. Pt.iuta };~ {f5LCT 6 E T-._ g g g c p p c. W14 4'. F L Au4t 66 22 4'l II'4 oF Wi4 " D W B' E y" 4 Q 5'ittti BE T. ~ wi452ss e cas.R. 66 t B- (.7. 32 4 af[ FiLLtT FeR 'r$itstr. 7 'l 6.SCL 32 4 ~ 1. See section 4.1.2 for allowable stress limits. (,') 2. See section 4.1.2.2 for equations to determine stress ratios.,- .~- -. _ n: L. : L ' iN - :'. * ' ".:

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i GENERAL COMPUTATION SHEET CALC SET NO REV COMP By CHX'D BY I (DISCIPUNE) g PREUM Q

  • N" FINAL 9/43-8-0 4
  • 2 DATE DATE

/~ "^ t - i l - $ 2. e.n gs COMPANY PSNH - Seabrook Station UNIT /S 1&2 j SUBJECT PRR DESIGN AND ANALYSIS J 9763.006 EMBEDMENT LOADS SYSTEM: R6A4 tor. co ct A MT 3 P LINE: R c - 4 9 - l - 14 J ) Vi N

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0~ N HORIZ H = ..s y es '- N ,j- . p y LOCATION: coNTAIMMENT 1 [*7 s, 2 S 3[, 2 SIGN CONVENTION: . V ;.2. c 2 /. Y 1 FORCES: POSITIVE AS SHOWN 3*. \\' VERT. MOMENTS: FOLIIM RIGHT HAND RULE 8 V = 1 id '\\ P .',WgN v, 2-3 .- j LOADS ABOUT CENTERLINE OF EMBEDMENT PIATE EMBEDMENT PIATE PRR NO. KIPS IN - KIPS MT M1 M NO. H/V DWG. NO. P Y1 Y2 2 P W 1 l46 s/ LO4c 26 339 82. isS6 i I i I I PW 2 147 H 32o l 296 l - - 8745! i i l l PW 49 - 2 las v 90 - 320 G308 ,I i PW-49-4b 153 H 1 354 8 I PN Ba l49 v to4o 2.9 -ses,2a9 l Q 5s.4 PW. 49 4a. 152 v u 154 PW 3b iso H 104o30 - 564

.. - J. ..L - =- ^'

3.0 CONCLUSION

S t The PRR'S listed kn section 1.1 will perform their intended functions of protecting safety related systems, components and structures from I the effects of postulated pipe breaks. The PRR designs are adequate to i j withstand the applied loads given in section 4.1.3 and meet the stress limits specified in section 4.1.2. i l 2 i l' 1-k. i I I f 4 3 q. i i a i .. ~.......- = - _ q g p.,-f mm,. M-W"'Ps.- P* ~

e U t 9 4.0 ANALYSIS s us.__ _.. _ _ _ _. _ _.

( 4.1 DESIGN CRITERIA Pipe rupture restraints must be capable of withstanding dynamic loads resulting from pipe rupture and restrain the motion of the ruptured pipe. In applying plastic deformation design, maximum strain in the members is limited to 507. of the minimum ultimate uniform strain. Maximum deformation of crush pads must be limited to 757. of the crush pad core height. For limits of allowable stress, see section 4.1.2. i I

    • 6

[ 4,1,1 MATERIAL AND SECTION PROPERTIES I i 4.1.1.1 MATERIAL h Tabulated be' low are the materials and properries.used for the l I PRR designs taken at 100 F ambient temperature inside the l ; containment. ~ i HECHANICAL PROPERTIES (KSI,) HATERIAL Su Sy E i l i 3 AS E A - 36 58 36 27.9x10 I' I 6 i i. i L 4 l' l \\ 4.1.1.2 SECTION PROPERTIES: Standard sections are used for the PRR structure. See reference 1 for section properties of the standard sections. e e 15-m. s.,e.s., ,.s, m-< w.

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^ 4.1. 2 Allow-bt, Strosses for Ele:stic Restreint2 All symbols used in the following table are according to ASME III e article XVIII-1000 (page #331) except symbols with hyphen (e.g. F') are used to' define allowable stresses for faulted condition. / 4.1 2.1 TABLE OF ALIMABLE STRESSES ITEM STRESS TYPE ALLCMABII STRESS COMMENIS i e - Tension F't = 0.90 Sy STRUCTURAL STEEL - Shear F'y = 0.55 sy - Bending T'b = 0.90 Sy - Compression T'a = 0.66 Fa See Section 4.1.2.2 for Fa FULL PENr.rKATION ALL Same As Base Metal - Compression normaf to weld axis PARTIAL - Tension & PENETRATION >Same As Base Metal Compression parallel to weld (. axis. - Shear See note (1) - Tension normal to weld axis. s - Tension & Same As Base Metal Compression to weld axis. - Shear F'w = 1.5 f w 4' I I i Note: (1) fw = 0.3 x normal tensile strength of weld material. 1 +,me..-.- -.+= -+-.

.-.m-- 4.1. 2. 2 COMBINED STRESSES Axial compression and Bending I /{ For members subjected to both axial compression and bending, stresses shall be proportioned to satisfy the following equation: f is b

  • FT F.' = 0.66 F, i

Where F. = 1

  1. U 'i

for Kt/r > 25 s 2c,s, e and C, - f' # m;; Kt/r - see note (1) also F.* = 0.90S for Kf/r 4 25 p i Axial Tension and Bending ( Members subjected to both axial tension and bending stresses shall'be proportioned to satisfy the following equation: ft fb A O F}

  • Fb Note: (1) for Ce> Kl/r,see ASME section XVII - 2213.2 to determine Fa i

e

  • 1 1

4.1. 2. 3 ALLOWABLE STRESS VAttQ (. i Allowable stress values are calculated with reference to section 4.2.1. Equations used to calculate these values are according to section 4.2.2'. Following are the values of allowable stresses l l for ASTM A-36 steel and E70 XX electrode for weld. i I STRUCTURAL STEEL i Tension F't = 0.90 Sy = 32.4 kai r Shear F8v = 0.55 Sy = 19.8 ksi Bending F'b = 0.90 Sy = 32.4 ksi Compression T's = 0.66 Fa See section 4.2.2.2 for determination i of Fa where Sy = 36 kai I I WEIb s F'w = 1.5 fw = 1.5 x (0.3 x 72.0 ksi) = 32.4 ksi F e I i ~~ ~ ^" ~ ~' ~ ~ ~ ~ y

.m = { 4.1.3 LOAD CRITERIA From NRC postulates break criteria, only one break at a time is postulated to occur. 'Ihe PRR's shown in drawing no. 9763-F-104028,104029 and 104030 are designed to resist the pipe break loads given in reference 5 PRR's W-49-1 and W-49-2 are designed to absorb energy released due ;o a postulated pipe break. U-bolts used for PRR W-49-1 are designed for 207. of blowdown force (F = 277 kips). b PRR's W-49-3a, -4a and -4b are designed to withstand postulated pipe break load of 454 kips, 356 kips and 354 kips respectively. PRR W 3b is designed for 554 kips load (+ y direction) and 354 kips load (- y direction). 9 I,

pg g pg ,,w. mee e ( 4.2 DETAILED STRESS ANALYSIS ,r e I ( i 20-y..v__

~~ =-Mwe6m m e ~ p 4.2.1 ANALYSIS OF PRR PW-49-1 i l - -

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oiv63. cog ATE DATE SUBJECT 10 4 C 2.S f W. 49-1 r-I N E.

RC.-4Gl-I-IM ' DATA 6 L CVJ 30WM f OR C L. f6 s 2 'I T KIPS L 4 LC? to4 88 t, Lo vJ towW N 6 5* W LATA PO t47 b0 COLb G, A P 'N HoALIoWTAL 'D ia t e'T i c N l '/4 ' 4 COLD LAPS " N6 li o7 G AP en koai a cw t Aw t

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o n c, 3. c,, ;

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+we64 d M-5a& 4 p 4 -ee-h+ 's, e a 422 ANALYSIS OF PRR PR-49 2 4" %4/ __.. _..._ ~.._. _._.-

GENERAL COMPUTATION SHEET CALC SEV NO REV COMP By CHr0 87 (DISCIPUNE) paEtiu gg g je msu o-o4-ao l2. one ong "^ co;EXPSNH-SEABROOK STATION I41 uNires suEEr 3 o or s ME ME Jo 9 Y 4 a. oo c EUttfC T l!P A! CA8 nn -PIPE WHIP RESTRAINT _104 02.8 L m e. R c - M - i - 14 ResrR.A m - P W - 4 'l - 2. E: L. O W Io vdN F o Rc E. 277 kles G, r c. c coll HOT \\' f 4 7 iCAL 'f - l '/ l b is / /(. 11 o P.t do uT At b i " llt 3/s ? <~ V *) G U PAD 9cro C R1 Lo ra cRvc4 P A D' 17. C. A o A EL

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eoeu w atv 7ns CENERAL COMPUTATION CHEET CALC. SET NO REv COMP sy CHID BT PRELIM ft1 [ (DtSCIPLINE) gg FINAL 04-00-12. part DATE

1. t V Sf ll = 7/3
  • U

"* g PSNH-SEABROOK STATION ^ uNivs 162 CO swEtt 3i or oArE 047s e n,3, oe. g sun;IRUCTURAI C AI ng _ p!pp WHIP PPRTpWT

o. st s "

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FO#tf S007 REY 779 CENERAL COMPUTATION C HEET CALC SET NO Eb COMP sy CHK D BY et. /)J f (DISCIPLINE) }nita_d engineers r= -3.o4 -oo.: 2 o,,, "^"' Coue8Y PSNH-SEABROOK STATION uNir/s ic 2 SHEET 31 OF Jo 9 7 's oo d ssilRVCTURAL CALCS-PIPE WHIP RESTRAINT o.syV' 10(f o 'LS P N 9 9 - 2. FIL 27V r_ v= dRvGH P A3) ( str so4o4e) swa cent h: c" w. i2 ' As I6.s ' Ac. i t. < i s s-19e sgl Fd Lo t0 'b ou)fJ Cegc E f e, t. 2TV t iP& o P. 7 5 * %i A re-r-o- = im maw 3> c Fotrnn r io o of ct uset PG 8 Llow e_l). 0 T 1 s' = 3 s~ 6e E M s,t t e. p Foernsvr ten of c ros e par o 2 s* A9ern ExperimtN7 c o t4 ST A N T". V4 C E V_ ILe o n t i o t0 - f x tce N % w o rt r_ - lot ee n n c C r n .w G N c it ta y 3s) s Rw (3 s - o ash) 117 (0 3 M i ( b: Sis oc t Rm c.Rus e est 2.C 5 : c r A-N c c FoR Ro e, c er c o r.a is. c., a uc. c c u p s.e eq3 R e. s is v a n c c ch9Aeny PEE Gq i n en (vs t,'u r e e. r vue's pxvd Ac 1 362 k i e,,,.c f) s .1 e r, _ - t ; c. ~ r-ra c t t. q s L.

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        • "m" FINAL

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k. 6 l

\\$ 11 6 I4 32. rt s x is j a weoort s,u s..s e rrnecy cu epo c r cs Y --eq%' 'M i p isc3 f R C C, i o t j = o.36 [w = o.sts iz. 6 t, - 9 4 ai > m l f. e i 4e4 e Is s ( t. '2 fa n 1. 2 2 8 t 7 4 9')/ o 7 5 @o =lt kSt V-HIG,H M As tu t s e, = tenosoct au t.23,,, o n s eucc_ Ar c r.nter_ t eo c aay courmees - secas s uco. i toc.r. s.svereewc.o AND i F 9 6.L. 4 U ns si metts is.D To - A o r p. CSC.Es 6 59Pf0ML:D. I 5 nLo AND 18 8tC L. gg, g alf> s_S. - c.663 - ( (u*.3,coanvut son 9 -(6 s m c. s e,c. =.a av a.Ac=- e r 3si) P i, c. z s s" f'2 : 8I33-ma sreccs , o.as s x l 21s x 9. Act oas

iupuc so,,ow E

F iss.s

S r.. o
k. 61 r at t r. --.

'F fcR I" Th tCk. c_ ee P Lo r e. STRESS = 29 % tSt p use.3) o.x Cia mce et. m is l

GENERAt. COMPUTATION SHCET l calc sit 50 CO**BT C"*P" m. L li. /l3 P hinited enginects o esaur' - - ~ ,,s.t . e. o 4. o. n o.n iS n* 2.'.' M

7. 3f..Si

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i.. a #2-ET#MCTURAL CALCS-PlPE WHIP RESTRAINT.,

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2. %

14.(,o8 4 4 G.S 4 4 V 104 = 3 BT f 90 5 Y e 4 80

k. t, t.

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1 /

i: / i l l d M A%. LoAt 0 64 w 84 sto9 s SST K 16.Tq ' N-.% we t47155 N 84 % 80 *l A c. a. Y.,2 4e ese t l t I

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l t 4G.oS set eu SSTfec.os. 1 4 T K St o. ic, W Ik 1813 As s In.t *St tu. 51 sass s a,u a tW, i a,- h { e 1&.10' ({ 2 01' G7 IF (E N L 8L .s tJ W 141t 25 ? G A 1% T 09

41. t o

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s. eu 3IT ( LO.18 f. *A T %A8et O. le ST EL L $s$p a

m

eeau wn erv vm GENERAL COMPUTATION SHEET CALC SET NO REU COMPsy C M D QY (OtSCIPLINE) P"E U" R J 0 rmat -B-od -o 0 -t L

olTE, f,^%.ss 3,

c"oMPANY PSNH et ^oons v e7Arrn. votD / UNIT /S 5 or sus;t#TRUCTURAL CALCS-PIPE WHIP RESTRAI E DE to A c 2.s PW - 4 9-A L. in t c - M i4" -r f t+ rr.L (6nmL Anuyett f e e. 'oo *ae t-ons

c. c. v. w m.mmts %

t e 'gc. c f eatEG OLtAmtD sy (no wi e r ty io (. R C s v 6t %y 3.E7. 100 k L _. _ __. _ _... __ _ e4. (, 3 5L1L = l l L!' n' h! w %xm I I l i 5 _.. iuq l -o N-h s.; gy - *---6 2.25 i l i i i i IM.77

W 417.75 i

l 1 e4 03 .. - 5212.. 3;

  1. 9

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k. 6 o a
c., T f.,

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  • 81Anv i

'ce ( l [ $$ d2 LE [' b O 6%610. p f $Q v - 2s viv s , s, s::

roa= m etc me GENERAL COMPUTATION SHEET CALC SET NO R E t' COwP, By CHID BV (DISCIPLIND PRE UM [3 4; ) /' FINAL 8 042 00-l' Orig Tg '..:-Pi 1 - J "U "' E ( COOP PSNH-SEABROOK STATION 'M y usir/s swEn 36 or s&TgpCTURAL CALCS - P!PE WHIP RESTRAINT so w*6s oc6 { C A O Z.3 f W - 4 9-E [ f rJ E RC-4 9.l-M' b Fa D

f..
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  • 114 4 3

0 0 - 22E7 4 * :. C V 4 i t e. 4 ur h.4 to, io -ie c 0 0 . <4 't. 1 55 Sa t w ay _ _. _r _ __ _. a 4 'e ; -.T C O o -A - V !.5 2 4 :$.6V 4 V.3 + 91 5b + T. L - %.S - ? 2. 7 % .,3E[. M / -So o o a i i ~'f,lo c o + J *b 3 .% 3 3 - i c w G, W M, i o a - 2287 A ' 1161 +t'44 I' c - 16 1 O O o - 104 g + 2.0 4 'i +6g M.Me + x, n1, fM60 iog d 10 0 b is3 3 _ assy %g w I4'0A f -g; s i33 7 ) m,n i r d h 25 745 wi, 14. < . u.1 l as.3 I3&'3 AI d i 76 60 ti g V2g. 4 9 18 60 P No fe w AY c.o e 2> i v i o rd + . 2.c 3 e c5

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n n C.C 5 2 5.f 45 \\" Af sc _\\f. S O 4 t. 2 33 d833 Q., -5 4 ..S3 t. q, 4 4 c I B.3 , p 59 0 xi % = c 3 - 1%.L t x, A.o i s O X is a c1 _-._____3,

... _. = -_ _...... ~.. - -. _ _ -... - -.. _... f Opu 5007 REW 7/79 GENERAL COMPUTATION C HEET CALC SET NO .:EY COMP By CHr0 BY (OtSCIPLINEl PRELIM 62' I g o s coretuwi rt FINAL -g. O 4 0 0 -l *2 DATE DATE,,g L

  • 3 31

\\\\' LD NAME OF PSNH-SEABROOK STATION UNIT /S COMPANY SHEET 37 o' DATE DATE STRUCTURAL C ^^ " \\L8'P RFSTRAINT

o at % =. o c (,

SUBJECT 10 4 028 P W A L tdE R e - 4 i 1 - 1 f9 M 22 04 5%I k'O g 100 m,y

ro 3-2.o44 32 sv 824c y

v

  • og N

25 ce fC 97 +- 4 A fir 1 D 11 sS' sj U y ,.O { gg, 2.i. (, 4_,/, M3 s TA S g _.. ITV3 N-N M C h if N 1'C A *3'b 6 h E. t#0 64ew M MLRE. hRE EcR 10 0 X.l P Lc A 'lb ?,9 'f

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41. n og.

w._ s ._y_ i -}i i 1Y 6 + tO = Aw &O 'N = 10 < 0 + 4( $ A J *$ Ao s 8 iS c3 -, n. ,. c .., c... 'N., s u. ic'l'2 5 5 3 ?. ' 'N' 2 A w s =.s 4 t y E 442.14 5 33 r,3 EV7 Go iN 1 =

roeu soc 7 erv 7n, GENERAL COMPUTATION CHEET Cf LC. SET NO. REv COMP Gy Cwk D ev b (DISCIPLINE) PRELIM L p, FINAL =$=Og$.*OS-l1 DATE DAT5.)- E f ?.., 21 n-NAME OF V0'D IN PSNH-SEABROOK STATION UNIT /S COMPANY SHEET 36 OF STRUCTURAL C"' ^' mng WHIP RESTRAINT D,1E ETE SUBJECT 10 4 C 18 F Vd

  • A k - d blN f R C.- 4 9 Y 3. i! T x 11.c c - 90 (

P E P. LG 45 t. Fx = 3 . s. ST y 32.s u f 32c h Ito x f a o o g H H.3 eo A. as ( S - i.75 ) = Lo 4 tW M3 s h g4 304 y 3 7s = $ 11 lb) a0 2,77 6 fu 16 c S c d-s

12. c 2 u)

= s 60 S v 7 (. s O 3, p= s.z+4 4 i 2. c :2. = ,3 ,1 tu : _!_i_ zi ie; 4.32 4 wee e4Z5 C cos; tc mp e Ps E.T Lf 6 V!PitcAL VQ 14 x L 3 b fx 90 t M, = = 12.o K M f3 3.c; ~,7- .. _. _. b)

C
  • O u.

Ax p ue +o = so l, ~ 90 fag hr =&$ k L) =- r Ly 3.zo 2,c = 2.s ai tu m sw

  • F d 'b t b'
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\\: -, 2 ( h [32./ 1 g . 575 .. L,. i / j-S EC T I O N 3-1

GENERAL COMPUTATION CHEET CALC SET NO REY COMPBy CHrD BY (DISCIPLINE) PRELIM (3 { FINAL . g. Of. O O

  • l 2.

DATE DATE 6 22 E>l al-2.0- El C PSNH-SEABROOK STATION CO PA Y UNIT /S \\ SHEET 39 OF S UCTURAL C a' ^^ "c WHIP RESTRAINT o,1, o,1c 3 104 02S Pv4 A LINE. RC 4 9-I- 14' Te r4T %E AT 74c F-A c-t op Tut i: c c ' v m r0 rn o m e g 7 3 293 hl 4 1: ssy ( 2o44 (2o4a4 mA g\\ -2,pt,& nio-s2. i2 2 J b\\ 293 .I 74 2 g

s a at k iea 3

i Fe. 2.98 x mxo ll I3m Lto r_ F1 so Fg ti a s 42., x, na.

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  • T I -O C,

'N l j ' T 4) 1 4 x 7 4 3 x 6. [ 4 A x r 2.(, 2 5 4 2 y,

1) =

A x 16 11 x S.37 4 1240 iz 16.* e. " c, l 53e 3 '464 f S 5 7 : 4W itJ1 i I '. t 1.. _. t I 29$ f 9734 3 c) s eg ix I J 320/ 4 S 4 21 = 16.7 2 s [u /8f e( Ao J p .3 4 / 4 is Y.2 = 16 c i . ti.g kW4p. \\4.og s 'J O itJ"T" A \\N 14 x 2.8 5 A LL 4003 W s. O Aa BT 06 N ss 4 sta se 2 90 e C" r. 3 97 A 13 C 4 : fj 3 9) t ti y S 320 r. = M t L S7 X l(; S o : 630E t io

..m-. ro== soo7 ary 7m GENERAL COMPUTATION CHEET CALC. SET NO REY coup sv CHr0 ev (DISCIPLINE) PRELIM g- {' 6 - ( 4. g p -l 1 DATE FWAL DATL 2 9 inc.4-b (3 PSNH-SEABROOK ST.ATNDN voo NAME OF i, o. C UNIT /S COMPANY SHEET kO OF 3$lgt/CTURAL CA' ~ ~~E WHIP RESTRAINT oArt oATE

o q g 3. wg

\\0 c 0 22 PW a [ toe RC-Acl.) 14 }. r = ?C - s . G 30 G_ tS.o$ k L.l s EV cG 4 sw V hs

2. 2 C _ =

3. 6 E

r. t i sm ts.Cs 43.GS is.yo (q -

i s s-, y, 7 g.3 ; ( Sg. 4 in;

f. t pa u

_L-s c __ _ __. 3, [ T.. O l h3 ~T E. h 29? .c 24 i i E87wy7 F, = f-f 'b'" f3 157xEnT: 320 t s m m i m. w <,,; l t t-0 -- L-I Ao: z ( s s: 4 % o - sc. o l l

  • M ( v 4. s - m. : 2 )\\ i t,. t i r 14 2 2 f
  • *1 5

'l = Lx ?. 5 4 '2 c3 = ms-c ' n 5'6 f ( % f - %.1*2-) = 336,% 5

  • I f *lt N

2$ II

2. 46 hI

{3 = 3 20 + t sn ie.n ui .g, = ,e

w.. i,

cu.s zi.6a 7 u.n a a ' g.c ; eu i i g. 3 46 + tr,, se nn I6 l]C 2:.r av U24mi e n. e it. 7 ( wy a vis.euse-.Ju-Wme -+m+9-. e w-*- e --=w-- ee=rw-hew w ee.w..

  • -me N='*--4.-

w

. - - - -.. _. -., -. ~.. - ~.. - ~. - ...-. - ~~.- Foru 5007 pty 7/73 GENERAL COMPUTATION CHEET CALC. SET NO-REV COMPLv CHK'O BY (DISCIPLINE) PREUM $Q l' rart od -o o -i 2. DATE ATE 62O i-d PSNH-SEAC3 ROOK STATION yo,o, NAME OF ( COMPANY UNIT /S SHEET 4/ OF s, s@Jg'CTURAL CALC 3. r;rE WHIP RESTRAINT 04TE o4TE 3 7 a c> g ,o to+ o za P W - 4 9 c1 Lira. nc-e-i - 4" corct r,cir e: Es fe9 A 7 F CC C E E A *T I*c irQ T p W 16 % ?. S *2, cd ib 74 i w L 2 *) %,. s 3. s % ,e s, os, ina Fx t.etr n =

. 9 s a

sweaa = Fy 2.,. 9 7 > %L 323-K

    • 'A' 3 83 X 20 (4 Q 7 Stp K vg H om c.a t my

= 5 '2.2 [ es 1 A x su GrRCSS = 3. 3.ST tr.s g T C N r tog satm c c u ce - tes]j(5.ve<,2,3: ia. s i< r. i e is.2 c.< u ~,l o a s <ms= = .n, o on. ims e, i ~ m,c.ric,a

s. n
_nn_,

c.es a c im 4 32,4 22 4 C re t.. P' AT C 14'4 6 i **. " t 'la. x 2.4 A "!a f. 4 8-l 3/4 4 Roos -,-- so __-..y. l f U t 4_ 204 4 i iD D ^p_.... h.6:' 1( ~ i 25.M .E l 68 4 ,e k,,. s.

s..y C me.,

R. 'F I' i i . - ~...

e -e al -ew - w-- \\ 4.2.3 ANALYSIS OF PRR PW-49 4b (. l L.:

sonu exo7 acy 7n, CENERAL COMPUTATION SHEET CALC SET NO TEv COMP By CHWD BY (DtSCIPLINE) PREuu gM Mg r:NAL .$.o4-40 / s wome n DATE DATE

02. I Sl i&.O.%1 f'^

couedvPSNH-SEABROOK STATION "^" UNIT /S swEEr 43 or 61HUU s vxAL CALCS-PieE WHIP RESTRA!NT

o g gs. oc (,

ATE DATE SUBJECT 1o4 o?. 8 P a*_ Qo P w 4 k lin e. Rc 4 9. i-i 4" s t V. 4;: L 79 ., v. 9 To i of RincTcR / .1 ( //\\ // s // s '(,. \\ ' - Fw A 1, a I -. -, $ l '- S j Lo c AT to t4 PLAg I a r e,c4ca. 2.77 Kf6 d e W N W A R I). 6w ys ocwa (oAct = -7/'6" 'I - co's GAP s y. %r cnP e - la " 1 ~/ C 4-CCLD C AF e L-bc7

s. ht"

~ 5/ta s j

FOIHS SOO7 Rhe..*!*9 GENERAL COMPUTATION SHEET CALC SET NO aty coup :Y CHWD BY h=in:ted engineers U.Nf unsemunci O = " " final - B - O t} - 0 0 - l 2. part pays n.q. si. (7 CoEEPSMH-SEABROOK STATION unms setor 44 or Jo 9

  • o4 syf@CTURAL CALC 3

.niPI V/H!P RCSTRAINT P R R* P W - 49. 4 % L w e,- R c. 49 - l - 14" l__l04 Om y _ _ 4. _. __-. __. .... 3 I , s - L-_ D '._.u-__- e ca o o g

  • =0 -Q.

e o i 'c? L'a - ~ ". ~ N. '.- ,q,, ? l m }Q .R, T $ S ' P RR % - e 24 2 o 14 _.P W. 4 9 .4.h-

  • 4 4s s.

c o T

  • Y.

) l,/, ad e *.. _.__.__._.._a iy i un - l .r~ a v, _..Rc. 4 9 ~ \\ ~H, ya>_ ~.s 4. m 7 \\ a n .s g o u __. g 1, s. l 8' _ fess 171k j M issv -y /, i j I:. .,._a - 13 =- s A.,g e-= T.. /4 2 e a s l t w i v2 .k 4 ,1

m.

-( !I' t. "t 4w th_,sq _.jmm 2 I i i -- ~~ ~ " 1 I., t..d / y ny i C.L l---{; +', ', L,- j g a .c n. A.- o u i, C c0 3fi t '4.1rt)

  • W N
a. n 9 O

o .v gi. -,, o. ~ a g A E l", , 11 to Po{a[ b745,~S{#1/ /rvY3*7 f, [ ~~ ~ ~ ~~ ~ ~ {,e nnI dPS 7 y T-e v ! __.p___ __.._ E2* y $ g 5 a 4 y. O 4 = ( i 4_._'.

  • T Y yk l

9 g _iu m g l -:0' l {.l. l, I ! 4

op a

v.

-- - - -.... ~.... _.... f CAM S007 pf Y 7/79 GENERAL COMPUTATION SHEET CALC SET NO -.E Y COMPCY CHx D BY (Dl!CIPLINE) PRELIM 6.( FINAL - d

  • O d*O O "I2" DATE DATE 12 3 d*/

9 0. t}. hl. NAME Or VOID bd COMPANY PSNH-SEABROOK STATION UNIT /S SHEET 4,. or STRUCIURAL CALCS-PIPE WHIP RESTRAINT DATE DATE ,,,;,,,g SUBJECT tra g o 23 rw.49-4 k L m e. Rc-4 9 - l- % U-re.c 7 A u n t, v cis = :- 7/lk Oc L. .% A P A" U - A.c L. r '/4 " ' 07 G, e P AT U-h. o r T s ft.L 6 v) 'L o W ra Lc A.D . MF k.1PS L f % T16 ef U-P; e tr oI cf I f " I%V Got W 41 - : 30 seJ A

  • f).

F, o u-r c ?if f tJE c c 4 AE // 4% 8 V 6 7 Y 29 x ro* 6 3 3 2. k [eo s 30 Lyrjne..C (. e A L f 6 C '~o s. ~D L f l 4 1 4 Js 66 62 v 3 1% - 4 6 %~ 3 277 1 2.'B E K RECT Gir)* '.c e ".a Re = 4-G$ X 2.4 7 6 TkT cG IA) V - ff C' L T - '2?F 8 8 2-tsi = t 4x l. ~- 4 + V-60LT G, o r o P L A s T i c.. PL4STtc L C' Fs 2) h' ? 4E S' N E hT % b 5 3. O Z 3Cl YD t TO A TE R'A' Cf f) - bol T A 2.} G X rn - s i 3 - 5C ttt p - r: e;- ( w: O AT T 41 Rf A 2s O 8 6 IG l 7 C J.t

1. *t C (9 T

Tu3-E AL 0

  1. > f 'u s t jc. 6J 0'7S*$.b I3$ - C 3I43 7E N Sic A)

ARfA bT i "n. O' 3 0 tR 'M = S 6?AEGs itJ Tu & E ps b E74 ( 4,c 2.oe ) : 42.2o v c. t _cs ~ T_ m.s-s o FS. S T StE O s W , 4 A tv k:- 7t:7 C *f e x U-fte o L T COR L'o % ATtoN Et TOTAL. L Lo rd G r. T ic M k4 bp

6e J i V 2.4 x ts h t o -

E.L 6 c T sc. f.L.c rJ G o Te r a l> c e o s ig io s cts 4* 6 #\\P h (b ? C. h*a kP k [g

  • OP m ( c.w 4 c.co n. ar) =. 3c 4 ( e e :n

% ) w k 1.h Y 4 'b '

  • v T

9 el $

  • 4
  • g *g 4 O (O E*

2 0-9 (> (? IM ?

,m.., ......r,mrt coMPU TATION SHCI T CALC SET ho uti to* e ""'4 8' pgggy (D;5CIPt,lN() ri m . g., 7,. o c. i a o,,< 5,,, ,x 3* ,e

2. s u.

g /) ((,al(g.p Ec^l,E PSNH-SEABROOK STATION usins b ? - _ t., e STRUCiUNAL CALCS-PME WHIP RESTRAINT 'o.'. I o J0 "(63 o. 2 2 c. SUBJECT l l

  • ) th O 2S l' W. e% R. 4 (-
l. IlJ L RC 4 9. I 14 b*i

'O R (e \\s e ta. S O

    • I(> f.o

'ik O 1 er O 't. 3.2 t y e O. O de 4 <. k O.2 2 C j O I.c 4 7t. I T 2 Q %t'D t O. D *A *L 2 a b i s L CH f.e w r L ANGE. To R E.t.t.Tr u. Flee. r Lo A D (, s t t 6 a r i'c.w sp /4 . E C. 'J v. LOA *., FER L r t: cF

v. #2,o s.v

= L. T4T V sN J. 4 917. i. 'd '4 / 3 i C A el 4' L t '/L el f:. F F C c 'T t v C. MAN e s L. 7 V - e. :,' s GEs 84 - fFrteviv& w is Te le. 7 s sN E /F. 6 t' n N s Se m PL.y S u s r*p se.T t.D e s 'A.941y +

4. c & v.tr s Y.4

.9 w id tie Torei tond 9: W F..; k. kP; 'c y c A n ti br V( 84l. Q. 4.) P A.9 a it. by es trn 9 6. L ft, E A rn v ins (..Itss2 01 lst s 4 62 ) p-D s 2 9_a7ef d" 'D & f L E e T t o r0 oF c medTtt.f vFR. x A*2 ke' s J.. t *$ 45.S Is.s T4: M k'O [tt s M*d8 i4 3 8 f t, f C 4 8 t' pJ cl S. C.. M a 4 a 3 x 2.1,. A G.TS C a t n T 14 c., orr;(eTreNr f t.80 s a. rah h.a.t._ss4s.sf

  1. s y, r s 4. t..a.

1 Ae. it.v.a s = :,.4 G it3 4 9a7 = le. 4 s 3 Jt. h = os9 o. t: s s v s.S s. sr.2 2. r. a

l. o A 2>

o eJ 6. c.. (b r.3 in 'hs,. 3 t c. A t x 1PS 6 lo n,9..o ro o w Tli.s vCgt a s o.2.ill. ant, n a d' w1 it,*3 fY1o re f 4 t to a <*,, sw. E rrso = 6.YS sc..f., w * # 45 a 8o.5. S c. va. G A rJT i t F V C.R. IM O rn s. aOT 5 TR E' Ssb 'l o

r. 3 s.o $ s
15. a, ic al a:: 43 4 est
4. s 2 5 -r.if F tt 4 F R.

'!2 F 2 2.v. s.C f 6.w s.

g. 3. g Sc.

y g,g e,s oq le At ON ST'f F F M LJt. M.il ( 8.e so S } s

1.. S i w.si

.r., s a. A

c.. e<.

Swis r c rJ f.R

s. Yst t cc.

o.E'T5%.o.404%LA 7 48 s.&. % C.4 isJ WLLD s als*)

  • ARILA of W ELD 2.

W E,L. D 6'TR S.%th

  • A"Ti[3..%

6.,8,9 tr.1$. ),,.< & 2. 4 o. it. s '6*d E.'D C,L 9 6 raid At As d.-rirgtetn i t, io 7 E.4 stoo ( Bja 4(* to A bse : WEto ou ~ N r. " mih_ d_ite r M Gi t.b T i. ete.e M L *J'o E : I f% re. A.s 7 6.R.. ~ ~. s Aw 'o i. m

FOpis 50C7 Riv 7/79 GENERAL COMPUTATION SHEET CALC. SET NO ret COMPBy CH:rD BV (Ol!CIPLINE) PRELIM ff,,, R gg FINAL - h

  • Cd - D O - 8 7-DATE DATE Q. 6 - t? -

l d].Q.$ f, NAME OF VolD COMPANY PENM RFABRnny gTATinM UNIT /S i SHEET d 7 OF ATE ATE gJgCTURAL CALCS-PIPE WHIP RESTRAINT

o 976c c-o c, Ic 4. o *AS p yg. A. 9. f Io liNE R C.

4 o - 1 84 VJ C r:., eF PC w e a s 2.Sy lo s, -') eo N 5. e., cArsr'LLVfR L o A 2) -fbt a 343f[$?s*as.38) 4-% kGl C.

  • F. L
  • G s

Witt av 6erTor1 - c 1 ? S

  • o M < C 'G " - 2 5 0 5 ) : So8 Gr'~

_t. c.. z / e. e, s..s a asi e 32 4 oa c -

  • c.c

._.-2 S.1,__ N i t, x

  • $ $ d./

T EbfdCa m iY l E M P N. 7 0 k N ID D TT OM bbNhb NbbDbD IC Tb E tw 1*., P 6.4 T C. AP.E A C l' ' /y_ WELD 4 M 4 9 x 2-

  • o5VC 7 ? -

I'2. 72.0

  1. -T

'td wrn e, m-woto = i c.. i n t < 0 m e n 3w = r s4 TOTAL - 2 t 266 59 J f .s; L L 7,> r.TREGL 354/2.i 2 0 Cr : f(,. 6 4 rG1 c: g 2 Lt O k. E m e_ c_ D_E L ___.P_ L. n_T,_E__._. f-L tJ e i,32, Ty9f lb l'l2 x 2-4 x 3(., 8 - 1 / c,' d' 3 L C. 4 F: 4 LS 4 t rn orn C Q t : o C64 Lap.

- O

1 GENERAL COMPUTATION SHEET CALC. SET NO ret' COMP BY CHCPD BY (DISCIPLINE) NEuM th R gg g FINAL O 4

  • O O
  • 17-DATE DATE

(,.18 3 ) If 7 81. NA EO PSNH-SEABROOK STATION co p UNWS ISO swcti 46 or ^" ^" sue;EgTRUCTURAL CALCS-PIPE WHlP RESTRAINT;o %. c, e a 104 C?S Pw-444L t m t. Rc. 4et-i-li j 4-Il6 s.4 % 9 _,i- . p *-I1__f 4-1 l I i l I 20 i i i 8 i i l 3 r _ _ _ _ _ __ _ a _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _. _ _. l l l I l i f.2y l 4 3}[g r 3 2Y l l k I l l 1 1 i I I l'f fs p .7 l I 6.M li.?J l l 7 I l I i I I I i i _.______s_. l l l i l I l I i Il $16 t/c. q (to LT I i S L O T T E_D HOLE. FoR U - ra c tT, ,e..,%... ..,-.. m..~ .._----4. - -. ~_ w ...e.,..-..---

..-.... = - - - - -. FO8He 5007 REY 7/79 CENERAL COMPUTATION CHEET CALC. SET NO uv coup ey CHX*D BY (DISCIPLINE) PREUM g.( g t riNAL -B.04-oc-JL carg o,yg m.9 9' NAME OF PSNH-SEABROOK STATION /> 2 / COMPANY UNIT /S SHEETd-k OF STRUCTURAL CALCS-PIPE WHIP RESTRAINT oATE o*Tc

o em ces SUBJECT l%4 C 2.S f' W. 4 9 - A (1 b'N L R C.- /A-I- I k

p i - <' ff Qve -,)? <, re 3- _. _ m. _ _,,,_ _ _ __#f y _. _j i l, i 4_ i ( m_ __l _i. c._ _3 i 8 i 8 L' F. i i g ~ ...a - T r - - - - ] - - y-' ' ' e ll i il l ..- s i .t .f_ [ ~'s 6 f * * *, i J b. '\\ l' ' - C" r i i .y, p.. .1

t..

i I = i iO'.m I y.___ . gog l '~ 4-ti~ e I ! 25V4 y 30 m =..C.T /. C. A.

  • n. L. FLAN GE U ' _b O L T S H A rs t D rk
- I 32S 14 A3 -

1. 4 S Eb sq

  • N oc miu n c
> e n er TuRrA>G

' F/8

  • a '. G as N

og ei T M k. 6 A 3 G PfE INC M E f 2f - c' 9 3 4_ j a l') 7 69 eNa 5 TM 95 AJct. A = 0- *3 8 ei [ l ) S S r a s o s. c o es c e M 1*e A Tm u FAcTre Fo de h [cJ

s. I in t 18 t, a e w A g cc 5Tr.r%G 2ra T*L A2r r>

EC

o. 9 fy 0 084'-*l~rtC O

'S 00 S 6 0 LD O_, C C p. L A ? C t' Wed . O S'i Q s v) 3 S ' C ( ~r.o a c ucu sLe'nw n necn)

-e . ~. - - - - _.. -. -. FOpu 5007 Rtv 7/79 GENERAL COMPUTATION CHEET CALC. SET NO. REV CO%P By CHK'D BY (D!SCIPLINE) PREUM g pQ gg FWAL - 3. O g$ - Oc =l *2 DATE DATE G. 9 61

14. *t. $ f.

~ NAME OF volD COMPANYPSNH-gramonny qTATinN UNIT /S ' '

  • SHEET TO OF STRUCTURAL CALCS-PtPE WHIP RESTRAINP DATE DATE

,o qg yj SUBJECT 10 4 C 2.9 P VJ 4 6 l IPJ L RC - 4 9 - l - 14' l TT Y C9 s 1-3S L t;r.s T H A ra i 4 *,5 l 18 %ENCE A L M &LR- 'I7 l A FO R TeREAD To SE C M G EN. O 16

) 16 IM QO.

of T* Q E A )G PER I N Cu a 8 c 73 3 ( t.TS - O 9T4

2.. CP S

% iM fLT R E c.s:. F+ R E A = E 2. 0S_ x o.c1

1. S g i. 4 Sg I 13 2>lA
1. T $

C-cit 'T H R E A275:3 IS o '3E. q o A T EL, T% C A.!- LLtdTH CALC t/ A ATIO N (

L N VT T H e icKrJ E v3
3.sc 19 0 18 rr)

N henR, s W S LL+ P:Ps TOL&tAucA

E.co N

3 --e - 2 /g 1 TH-t x T c_ o c i o u o.2s ,o y.93 N '\\ ' [/ P L E ta CsE. Th t ctNEGG 2 oY N N /'/ z 1 N VT 'M t t r i]Em l.4s 4 T % t r, 3 c e. s-O f_ 1 4 1 g --- g

10. is iN l

v 9lt[ '-I C,0 L p G Ap : m s 1/ Ro> tJE CE SS A Ry lQ.L$t 0 6D 3 LEN m of lo M43 % it " I; $tt j r i ig l 7-6 i s LENGT4 oF I[$ Cc= T;' E ? v_ ' _. 5 " bL 2 ( ai.o -n + nxn% ev. 98 ii -iels --, A SF /. \\ 1 w a i / 1% 9

4.1.4 ANALYSIS OF PRR PW-49-3a ,r I l l \\ .g.. -. w

_.2 .m.._s.~;..___--_w-__u---------.----u.ss.s. FOpes soo7 ety 7/?g CENERAL COMPUTATION SHEET CALC. SET NO-REV COMP BY CHK'D CY PRE U M 6C ggp (DISCIPLINE) g FINAL

  • 8 a t* 4 -O b -f 1 DATE DATE

.3 27 8J g p, g4, pg, -y NAME OF YOID PSNH-SEABROOK STATION UN:T/S I 8, k COMPANY SHEET D2 or dTRUCTURAL CALCS-PIPE WHIP RESTRAINT DATE DATE 20. 373s.,,g SUBJECT 104 029 PW-4 9-3 R L iu P_ R.c 4 9 1 - W = 277 k. N 31 76 6 6 Low town F e nc e_ f sb C ot.3 CAP i s 'D # R C ct i o N y 1%T C= A P o e 1'/4 'b se a cT i ou h cett G, A e = l'o T 4 ge 3 / i t, fG.6x12x 19 % CRVSH PA3 < e n t. Gi A v c, E. 12. n ik.- l 39.3 5 R 7 rACToR CENTRE / + -p. o' 2; Q 9,

  • $ f

'e. % e. i EMU cme, 4 149 t'l Ty PE. - B 2*'s3 o" a 3o' P W. 49. S at L oc ATio n PLAw G vu M A6 Y % IS 88

1. cavw P A.D HAs

<6E c AJ m t t.E TE.L As PRLtCNT LOA 3 IS sN O P Pc619 L O f 8t F CT I ON 07h ~

2. W 16 5 "I T IS NO N A D14 y A r E lea >

tS 84 C PPO s f*E D et C c-r e e, u

3. M C. rri % c go, w t.o.2 c auD E.rw ss.

PL. Av t. 6, e o r 4 VJ 12 W 120 A" f6 c t i c M is W ie w it 2.,

  1. 4c w T '* i G 15 OK Ac Twr 4 0 10 SJ e Le e.b cN eT.

FOpas 5007 DE7 7 fit GENERAL COMPUTATION SHEET CALC. SET NO. REV COMP BY CHTD BY (DtSCIPLINE) PRELIM g., p

  • -~

rm4L -S c4 -ce -l 2. oarE oarE e er t o. l4. Bl. NAME OF VOID COMPANY PSNH-SEABROOK STATION UNIT /S 1 SHEET 63 OF STPUCTURAL CALCS-PIPE WHIP RESTRAINT Jo % c-3 co G SUBJECT to e c 2q p w, 4 9 3 pp. R c. 49-n-14" l ,/ 3/s ' s y sf r EN LR ry P ic A L. f l' %[,., o i, . _ _.. _.. [ W 16177 f 'i ll ..M' l"I rl 'Y F A tr. )f,- [e r rser y (3 : _5 } -~V' O-r--q T7? w 4 v ti f%i, '$, .r: d.. p, i ' x q, i t, 4 re \\,hy - f g 1o5w25x55 Pa c T u ccLo ..r. -.,Vis 1% sg i l ( W l0 % Il 2. lI A /p; l 's - cyr 3 'Y F > - j ') , u,l gy kyg l5 g.g p p s i i ,-- A W; i - b y M N N )- g - A j;" l ' ./ / / ? / __G -.., ,p j' ,9 Ne 'n e,N ,csfe N Y. l ? /s 's k__ 3[_ lf e([' } l I a l2.

  1. 2_..,

9a a VIEW A-A

fores 5007 REU 7/79 GENERAL COMPUTATION @HEET CALC SET NO REV COMP By CH%'D BV (DISCIPLINE) PREUM g_Q ,g } FINAL -3 44*OC */2 DATE W.a mu, CO=$ PSNH-SEABROOK STATION "^ uNires ', 2 r SHEET M OF sgRyCTURAL CALCS-PIPE WHIP RESTRAINT DATE DATE

o n c,3. m g 10 4 D 'L4 F W

.4 01 J, a litJ E P_C - 4 % t-44 }N i 4 x 43, w i g

  • 4%

16Lova pawg r o u c. t s 2.7 7 v As 2 C, c-o m N o, G, a e s

o. ig t s tw E,

4, 2 s - ( 4 ' '-t h' + w ) s u a. > s.~ 4 (L { A C. T ' F F r J f O C i 6 x 29 x ed / 18 S45* s

  1. 2

= 12 247 5

  • /

-2 13_u s 4 4 4 x e ' ? s', .D y ea sm,i c L e s,;. r A c. T o R s -6 L 17 7 1 9.29 R E G r R f4 irJ T Lo A D . s 'L9 ^ 2 7 't t4 Ca s )c ies. S TR F.C43 W W ty v 4b . M fe $ f r ;t.. G 88 (3

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Fo=s sco7 nev 7ns C ENERAL COMPUTATION SHEET CALC. SET NO aty coup av CHr0 B7 (DISOPUND LDited engineefS 64 @g ""'*""W o FINAL 04 l ~l. DATE DATE NAME OF s2 7791 8 7 -7.k. $l - voto COMPANY PSNM-SEABROOK STATION UNIT /S fe 2

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m.._. ._..___..____m..._ ___ _,___...._. 2 x.- _ ------- - - - -. - - - - - FOwes $007 PEV 7/79 CENERAL COMPUTATION SHEET CALC. SET NO REV COMP ev CHK'D BY (DISCl7tlNE) f PRELIM g y,

  • D"'"d"W FINAL C4 - 00
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FOwse 437 REV 7/79 GENERAL COMPUTATION SHEET CALC. SET NO REs CowP By CHTD ST (DISCIPLINE) PREUM 6.{ g g FINAL - 8 0 4-O C

  • l l-DATE DATE f ?.2 2 8 i ff. 7 S.$l NAME OF YOID COMPANY PSNH-SEABROOK STATION UNIT /S s EET r,o or STRUCTURAL CALCS-PIPE WHIP RE5TRAINi
o g g 3, c, g DATE DME SUBJECT D v4C,i ica. o 29 P w. 49 4 4.

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I GENERAL COMPUTATION CHEET CALC. SET NO. REW COMP By CHWD BY (DISCIPLINE) PREuu 6.Q f{

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o 9 g 3. ogg 104.o3o p g R No - P W. 49 a 0, l an c - R C-4 9 - I-14' Pt.o o

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= 2.*/4." h - COLY s C.r*TlC f N L G G ft) (crM P R C GD to M W !.'.4 M, C. 8 ( 'S' Ste. e. g ') A AntA = 13-9 50 ~. Q E re s et svc t e n o,7 4 1+ i3 s + l as 15 * % ~ VJ 14 % 2.9 5 [ 2nd CTAG() )/t A t t r A C,[ MLA

(mm + m a2 ACCA
  1. 2s cin s ersq g m e n e ss. s o ns a AEEA OF W&& + At64 cP 5= Te# C E O L 6e m

.[11 8 9 + t = ( '6 % ")]i 3 3 = 3 2.11 AseCA of N C E ( m,9). ( 13 88 1% 't t fYr A S

e.2 9 s bf w ew.131 im*

wowa m is F ( e r,,o n e 1 x 2 0 7' 4 14 7 i b ( *.4 % -' 19 ) C.'T h') x.1: 13 06 M41s h6 ' I *EN C *W x L : a t as n r i f r F g g ytg mm s ei t s.

t. e i n e r,t.

Axta s ( 17. 9.1 + n 73 + I S o f. + 2 2 tN/a. 42*% sq N. t i.74 4" f E g",.T svC L E N s,$7 H I6 T4 11 J va u,,, 2 s t 4 m w i u t s s. (3> m u) Amu mA W ( Q. O f PC W t4m!?3 'h 'P J t f" A x Aa r.A Sterff%fvs112L fn A p. s(14 6 2 9 8. E *). E % 3a x t e., or wio2c3 x.9. mai aac wee,a u.e s 32. u mo : s o x < 2 3 s s s >o (12 A h + 1% %o 54-43t S S %NL S43 % 'l ~ A V E R A G. E A m. s e s 4 CfPLcT:vt LLnS rn s n ~

GENERAL COMPUTATION SHEET CALC. SET NO. REY COMP BY CH:fD BY PREUM 6a pq (DISCIPLINE) M ~ O -~ RNAL -$. 04. o p.g g, ~8' MW NAME OF coupaNvPSNH-SEABROOK STATION I -. unit /s 'O SHEET Q-8 or ATE DATE J 9 V ' *>- c' o G supl8UCTURAL cat ^c r - WHIP RESTRAINT rm 404 03o Pee No. PW. 49-a L !. ua t Rc -4 % i-14 = # ro. e. s u 4 w. 7 or n e. 3 er u c c r ie. n a, +c. +63 n c, fa s. v s-

o. 8 8 e s,,

o. o.9s" = G.9 x C k

o. \\% f 5,..

s. 8 s x 16 ' " 4 P >- c. 91> e 2 = 4 2. 9 7 < E E-Og Px tt o, I M.t = E -s* g 2 3g x,3 gi. 4 g f_ 3,

l. I 93 P[f_,

o, o s L Y " be.. L,*L,*Lz-l

L 2
1. I 9.3 f P: 15, G T i F F (V C G C.

s. , M 308 X # 29* W

c. I s

f.- t 195 k,, DYIJ f\\ f% IC e A ta [A C_"r c M. COLL G. A e A7 v. st. e c. 7 O NOT G f+ e AT U-fJ e5 LT O "I' H E Fe fri e t (h o v C fY1 E N T 0 = 1x k c 7 Y2-K: G t # f p tJ L s s o f G oe pea 7 'b 4. F I 4 1+ frb ~ ea noy 4 6e f6 R Lo w Down FoscL. = 3

  1. 4_

,p, 14 I4

2. x 24 3ap y ro p o
2. D b

R E C r R A s tJr l.o n :1> 2.7 7 x 2. = SS-4 6? NfGE s tJ kJ # 4 se G/ 554 87 $ .3# 95-R S/ = f G h b' 12 SG 6 HCR7 COL.. 2 C L E rJ 3r l d.NE G5 RATIO x Oly Nikx6/ : 2. G S

' Lo S ALLCwA6LL S TRLM = M. ti kS/

>30 9$ STREGG reJ Act c"T n /R c o rn e'o N E NTS ARE LE CS C't- - _. ~. -. - - -. -. - -.

= roeu soot am Sns GENERAL COMPUTATION SHEET CALC. SET NO REV COMP. QY CHK D B7 (DISCIPLINE) PRELIM g $Q g FINAL

  • b
  • Od
  • O O ~I 1-DATE DATE l2. l. 8 l 11 Il* U.

7 CO% PSNH-SEABROOK STATION uNms I% SHEET 67 OF sg@CTURAL CALC 9-ploE WHIP RERTRAINT JO 9 M.cO6 10l O30 fh No. Pw 3 6 lira Re e i-id C u t_ e s<, P LA T r. { SCE C.ktTc w p,t tow) k122*x9) 4.)S' 7

  1. 2 /g A9 K st 5 pim PL 4 7 c-

'W4 LeAnins. w Tt w sery P L A i c,, ( A P P e.o na ry1 A 7 c t T c) F lx E. L oNE CDGL. 5 s 8*'5 P LY S uf f e stT E D 2 E9 6 66 % f EL E C. 4 Tw R E. F. 8 o*t.rev tra 5 F o st 6TRE s s Q s Te. A su ey RoAAw.- Cast 7

  • (it. 2 9 - a, x o 6 4 ; - e. 5) I 2

,6.o9 eu b s (9.9 9 5 - c.375) /z. 4 si iu al4 : 4..es/4. sis i tss, p, 0 %S @a : C.45 I" 3" mi4 tS H irn

  • T H l e. v_N CG G =

If P IP G. IS IN P L e c t. Shim :-

  • i' O T A L.

E F f C CTiV E THICu. Ness CE P L A 7 E. m :L I4 2 I MAv. 6 T R C C f,, a C.9 9 3 x 4.M < 4 81 2 : T4 18 tt $) 4 32 6 8< $ l c < VJ E LLING w s tt a ty. w i.. <. r, t e = io". i s. t. a ; ' l WrLL LENc TH 9.996 o.t7s = 9 62 ~ ' 12,.f o - - - - - w 14 x G I 13.9's.txo 44g e 9 $ p,,,,,, 49 %2 +c5 .f ~ R. 1"A 10 x l'A 9 "i s " P. I. 7 2. ' A 2. a l l f . t 0.S " A 4. $ ~ X 4.L " 344 N U,1 !/4V FeR 3M F iL L C.T w t.LD t o T o 7 Q = 32. 4 1 - S

f C AP A c. i T Y 2. L *, K L t s

n .. o = e. P 7 W O M d :. 32 ') vGI WCLD 6*aE05

  • /6 4

(. i W 14 A Cs! -J., l'14 <J = i t 8 9, il 0GW b(a 9 *W, ( 0.375 WELD is A*pE q u A T E. L. Ii " d W #4 = 215 ) 4- -- --- -- W I4 t G I l 10 - 54 N - 1_ _. -1[ S T J F F *a f it M Low / W G k. 3 F3. C T W i 4 = C, i L \\N 13 3 *LS 3 ( GEE. Sir ET cM e,ovcj 3lg A L.L. G UU M D Wr s D h. *

  • st. e, '3 7 5 ) 4 (#329.zw 6 4 c )],

g4, 43' T' e> r a c wo u ::2 2.[ 7 99; 4 s ur r i cir uT w e e r, ^ c. c., m % u e_ s <;ti w vHe Amr. STRESS s 6 e 4 0_ x 39 : n. 9 g. n si 64 45 . _ - ~ _ W

e<ws w ory 7m GENERAL COMPUTATION SHEU Cf.LC SET NO Rtv Cou) er CMX D BY (DISCIPLfNE) Patur gQ g( g FIPe4 L

  • 6
  • C4-CO
  • fd=

DATE DATE / 2./ ft I it - f t. at. NAME W PSNH-SEABROOK STATION CCMPANY UNIT /S _, 2-STRUCTURAL CALCS-PlPE WHIP RESTRAINT 5"'"[4 o,1,

o 2,. o o G SUBJECT e w. 49 7 4 Lio s e c-49 I is' to a e ?,o P Fst rse 3/4 "

STif f ENC A 6CTwtcy W t4% Gi (, PC, W 14 s 2 8 d. - ~. -. =. - -. -. ~~- Y - .e f S . yas O TEE c6 iN N l 41C fe I *: .5 0 N 6 CI I%'89 id

5. R d' A cf f L A pJ (A [ C,

'.9 Gl 'I A c. Ce 46 % 2. t F 0 64 c. E peJ G L h 4 G F. m LCMA l*L T 9 i.'., 9 %. Cl t 4oc t EMN&E e C' W t Li v (71 RI G H T oggg 3/[ G T if C L PJ E C., M 4 CgC. Le n D Deur : rLy C Le w G into 3/4 S t +F a ea c e_ [9 2) 2 0 T-6 K fa l

  • 1" w l' C.C W

57'IILQLR :. 4 00 e. 1: it.1 4s'e a s* lit : o asz A s iths t ows 9 ss ;fI/aV2 I " '"/, 6's e 2.> x.r i v

it ( C. q t i. 2.. o v ) l e.2.i >
ic,.9 c
2. s-r.2 32 4 w.,,

b/g N L L 'O of c v 4 f f N L o<.- ( hcTunt W E L 'i, Lf N Gm e c.x 5 o c. If. ii. i.29

  1. 4 80 era C C rJS C,,f,= t rJ G O N Ly 9 999 *l-29
  • 1 *2 O *+ r P2 64 S f*J
s. i. 38 w

re rec w t u a, Lc,47H e2Eos<4 a 4 00 / r e. "6 6 T 'IIS MLt 2-9.164 KS) a 3, 2 4 o.K S T R E t.d s 3 rd c.i n e:Lt A R E f,,--,,P c ._ - --.$ g...,,.A,9. 33 W t & x 2.3. 3, ( o rn v W p 4 x 2. - _-,.,n.-- ,,m,.f.e e e..or u, wt,-.n n g, LerL c- ( 3 /4 " ,T t r r ( rJ C R 7 A e N c reu 7 T r.'n t e_ s A os c 400[12.12. l'8. 9 0 f Cal G T' ed I c,C, s WL L 0 (IG.it - i. 2 9 -

2. M. '3 ) A LCt4tu er 1/3 WCLp :

s FF 22 ( '2 - W L t%, (beh t, it t..G } f f I[ CT IVE Apr 4 p. '. c, 7, c. 3 *+ v w gy. 2 g 14 6 G ug w a y 2.s 2 s-nnn 2x0 wt x 0 4 TOTAL g:, g g A /4.G G + 7.C 3 : 1T. 49 Sq iM 4c0 / lY C 5 M is' T e 32 4 o. t. N L L'.D r., T xt ri,

eone soc 7 esv m, GENERAL COMPUTATION SHEU CALC SET NO ets COMPSY CHU D BY (DISCIPLIN D M O s cuema we n FINAL -$

  • Od "OO "f b Daig DATE l 7, /. fl 97 II h3 con 47v pRNH_RFARROOK STATION uNms ' ?

void wcn 69 or gIggCTURAL CALCS-PIPE WHIP RESTRAINT o^ ^"

o eyn oe ;

rea. e te g w. 4 9. v., 6 Lio t Rc-49 i 'V M

  • 664 EM 1, 3 p --

"* r i VJ ) 6. t 2.31 t TOTAL Lo A 2) s va t e d 9 9 o V'b C D 1 A ~4 7 x 0.70 T % 0 5 + M 16. i t A 0 3 0 4 v. D. ?sW s

2. '1 7 $

d et su TC4/E9.W = 8 3. G '2. Kst c E2 4 C.K r.:,

  • 9 ( c,.

.ea w r Ld s _---.~: -.4m,..-

7 08888 S007 #f1 7/79 GENEZAL COMPUTATION CHEET CALC. SET NO REY COna? 8v CMX D BV (DISCIPLINEI PREU 2 p, R gQ P ifvA L = $ = 4 4

  • C> d -I 7.=

DATE DATE I21 tl s1 IL h. "^"' coup,[y PSNH-SEABROOK STATION UNIT /$ 2-saccr 7 e or STRUCTURAL CALCS-PIPE WHIP RESTRAINT oart oatt

o

, n ~3# SUBJECT ICA o to P v4 4 9 - L b L t PJ E RC-M - I- 'I U. G., e L -- A eQ A _, y.",,,1;,G NATLktAL_

g. [ g. 6 h*7 A - 7. *+. C, w rvi - 8 8

% IO Eb! I @ & 4c7 c;. e. P APJ3>

d. C L '">

=o m t. s aa as%

e. uc w no r ~ u.

= S e. 1 7 2. A < I d s ,D Y H o rq i C Le At f A c reR, OL.F 2. AG rot G A P n. o V(Ctr4idi Lr; A 3, Re

2. X ?.i 't

'I S" 4 6 8FS t C. I. A t J 1t, ~L l A -a f '). 6 o c,.* . t '/ a_" 3 43: I %T ",q s o tir T Gi c.".~, 'O V* Fi,0 L. T " 04 (4x l. T'G *+ ) 7% ~6 8 G' s G - % t L *f )O V r

  • L,o 3 t L t,,,3,>

Re 4 % t M *f x. We e 152. 4 ne. t c*_4 Ec r_ U - P.o t. e fo re. E v-ra c,nTieva ( REF U - 52 o t r 'D E TA L L P, i 'J "D wA*g L CtJ 4 T H e0 U-8to L T-oF "D ' A IG eu = 4 t i,

s. So so.

E rn ( % +hq+dP ) i dP (kip b o-

  • HO7 G. A P = C>

n he E LASTic r_ Lo ts a T e ot ) s R,,. w & a c, 23 r ( o 4 o o si 4 b ) - 3, s s. 4 ( o -es if, + J e ) e ,o.os-io fe..t-d

  • 2.;'t h e
9. 4 J,5 s. (, dy bp o c67 su 3

g o. C G T [ d.o - a 2 4 m e0 C d dc+G, 3 94,4

  • ed 3

=c. c.':L 2 b' Ct. g D bb @ T H i2 E a.n .p e n e i. '( 5 =So i ca. to e, c, F T Ma G A'b 5 P E. k ,w aH sE Y E 5 ( 8 - T %* - od g 8 e

2.. o S GQ

'+J. sA7 'T E Nc, i c,J A R C. A = o 4 R AT to CF 5MANK NREA To 'T H P.E. A'D 486A

1. % '-)

a.o g

r. O. 3 S~

0. S T R C c,,.C otu T FF C.R.b 8s b 85 x & T RC=s~ tM :s M g 5 /d E G Lr eT # r4 LT R C "".~.C. cc:' ev C C-MTR A T 'Ord. 0 - T f = *,, o : 42.C MS/

GCNE A AL COM'f *UT ATION SitL LT catc ut No ) '~

  • tE Ccwe tu C

ne g -~~' ~ ,.w,, rmuw ,u _ e.. c4., o. n. c,.,

i. it. ti Ec'N, ESNH-SEABROOK STATION y,,, m I

o*rt o*Te STRUCTURAL CALCS-PIPE WHIP RES1RAINT a.12 C. 4 /! ! 1-a.,,- suanci Ae. e.*.

- sa to c o s c.

e s t. 3 -,,. n .i.t..our u ; rc> .s u r<, o s_ r

Low,
s. u,* -<

r is. - nt CHt .v Leap rs e. L L ci er

e..

., s;4 / o t e.st =. i S.,6 9 g $,. i 3 e /;,.a. g o u. ,y C A NTIL F yl P L F l i c.u. e, 4*, t' A H C s e i c. a... a w w764 s G.TG.o.s s G.:e S seJ

7. 84 TS i 4. %2M e 'T. o s #ed a

lifttTIVs temp 4y surr snTT.D ".' r A ta i &.) $ '41 W 'D T H s 'YO T A L. LeeA m f a % C. "J W t. In ta. ') I' l.o a as a t r. s. i t t, e<. y s em e s. c se, c A m, kP by cam vi c.t vs - 3 ( i. k ) a 2.. f a,", I' 7,,,c..n v3. f/,z. 4 c, J. .u* D r.FLE c.Tio u o F' c A eli e L a u.. s b f. 7. A f a h. 2 $ 'en a.n * "I > e T S e s. 3.o Tyss. ti 01 84 ,, t F L f e t IO N of f,. T.. 85 t A rt i &C 1, a II 45; C Gt V A v eN C. D C T (f C'T 80 eJa (e. k ) *A. S tg '4 *$ A tt 1.2 5,

  • ib.53

) & C s a. 4 m. &8 .it, s. f. E 4 4 1I (l* N a4. D 7 t &. 4 M k OA A s a.59 15,. 5,. f% t Afri, o.C'l s 4 9 5; a t7 :L.2 sc if b t,0 8.o IN A li. ' EtPs D. fg l A 5 % S t (. o p 2> iu c At4 Tit.s v8 R. a em.a.At.>sa1.n;fg,=15 T T 9 'T k **J trio reit N r iQ s.s. . e, C.ern s 'A Cp ?e

  • A *td4 10 3. &G Ir taJ d h tO T.

mpm(Nr s STAE54 s l e'!',.153 10 ff s 2 3,. 2. f e '6 s. 4 o. st.. .'ir

  • C. 2

.._T l f f E N E R_ 'I,.s..* 15 Lomb ON e,t tF F E NE R

  • 18 3.. ** " % T [G 1$

'A 4 * ' it. 7ENetore t [ ( p. 4 i w o.S *;, s T. bl k m.1 .r. s3 4 o. %- es.t er r g eat 3,, as Tsa.E Ce, a. 27.i >fe A s o.1 ') ai r e.v e v

n. v ',. 4 e s

&. % sgr i AJ W t L 22 s O. k.. %.*4. t [ s.m 3. (,. 8 9

s. s a c 32 4__

e-W Li.2p et A C L g, a 4 l N TE.- A Pe t A W 6, 08 1,, &/4 MIMim0M sing Fl u tT W et.0* A e dt'O. Fe t 5 ste t. Mt*J 64T.I. 5 640* - -e _ W C (b OF f'C. w) I t, v 2 ? L og DLTAIL DWG,

  • # ' ^ -- ^ ^

c.,. sg.., s c:..s o % i, 4, w 4. E t-A 0 f. 6 - t6.E / ( f..

  • E
  • AG
  • . & 3 e. 7,4 s = c ic ', s ( tr,. s e. t.c.e ) a t t. cpi s,.o W L L'D ey r.;, o T + o r:1 m

16 1 [ ? e. .s.5.3, k si

s. tat $s e

roen w ntovns GENERAL COMPUTATION SHEET CALC SET No aEv coupav cHTD BY PRELIO ($, @ %k (DISCIPLINE) g

  • N'"

FINAL " 6 * #d

  • C O * ! 1 DATE DATE i, 3. q it it A.

r-coup 8vPSNH-SEABROOK STATION unius ' 1 "^"' SHEET N OF STRUCTURAL CALCS-P!PE WHIP RESTRAINT

o 4 76 3. oc a SUBJECT me, e> zo e n. 49. s k L i,s c ac-a m i is

..-4 y T 58 E. E Me

eLATC, s

c 6

  • C > C ") * ;"hO 1

M* W 'Y Fe g, ( p cf 'lg " W [ g3 1 Id4 A R S. A of 5 /g" W f. L L ? D Y *Oe4 Y Ex 4 "' =

  • " ' l S' 7 3.T r4 W [ (>

t ? e ( C C, t 3,5 4 19 ^t5 11 *l " Ll

  1. E7 4

0*' (- - my eop,+ e - %.se p g gw -+wmw -we*me-

  • - - - =

+"-wme- .e - * = ~ - - + - -. - + -,e-

r {'

5.0 REFERENCES

1. AISC Specifications for Steel Construction Manual. 2. U.S. Nuclear Regulatory Commission - Standard Review Plan, Section 3.6.2. 3. Formulas for Stress and Strain by R.J. Roark. 4. Memorandum # MM-7457 A (Date: 7-29-81). 5. Memorandum # MM-7158 A (Date: 5-19-81). 6. ASME Boiler and Pressure Vessel Code III. ( J, _, -r . _ _ -. _}}

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