ML20101Q766

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RHR Pump 1C/1D Discharge Line 1-1008B-18
ML20101Q766
Person / Time
Site: Quad Cities Constellation icon.png
Issue date: 06/16/1992
From:
NUTECH, INC.
To:
Shared Package
ML20101Q748 List:
References
28.0201.1111-31, 28.0201.1111-31-R02, 28.0201.1111-31-R2, NUDOCS 9604150198
Download: ML20101Q766 (34)
v • d • e


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TABLE OF CONTENTS e

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REFERENCE 5 i 1. HII.TI Anchor & Fastener Design Manual

. 2. ITT Phillips Red Head Anchoring Systems Spec. Guide 1980 i 3. Orillco Maxi-bolts Research Report, Burdette, 8-81

4. ELCEN Metal Product (Load Capacity Data Sheets s Nuclear Parts Catalog), 3-81 -
5. ELCEN Metal Product, Manger Parts Catalcq
6. Bergen-Paterson Pipe Support Catalog $77NFR -
7. Pacific. Scientific Snubber Cataleg, XIN-TECH Division j 8. ITT Grinnell Pipe Hangers Catalog pH74 4 9H81

. 9. NPS Industries, Inc. Piping & Equipment Supports Catalog 1981 7 10. CDC GENSAP User Information 'tanual 1977

11. CDc Baseplate II User Manual 3-82
12. A5NE B&PV Code 1977 Ed. and Su:mner 77 Addenda I
13. AISC Manual of steel Construction 8th Ed.1980

} 14. Design of Welded structures, at,00cETT 1966

15. P4IO Indes S&L Drawings 1913I-12 l 16. NUTECH communication Record, Tile #27.0200.0001

] 17. Internal Memo: AT-82-003, Snubber Support Stiffness, A. Tin, 4-23-82

18. Internal Memo: AT-82-009, concrete Expan. Anchor Stiff. Test Results,. 5-28-82

!. 19. Internal Memo: HI.-82-036, Daseplate Anal. Preced. , H. Liu, 3-30-82

20. Internal Memo AT-82-013, Material Spec. for Pipe Suppe. Design, A. Tin, 8-4-82 j 21. Internal Memos AT-82-016, Allowable Strese in cor. press., A. Tin, 8-17-82
22. Internal Memon R.PJ-82-001, HILTI Expan. Anchor Stiff., R. Jones, 5-82

! 23. Internal Memo: MM-82-002, Red Head Expan. Anchor Stif f. , M. Mosko, 5-82 -

{ 24. Internal Memo: AT-62-020, Welding stress Allowables, A. Tin, 9-15-82 4

25. Letter ITT Crinnell Strut, B. Siskkinen to TJV 6-17-92, Files 27.0200.0003
26. Letter Shell type anchor capacities, A. Walser to TJV, 7-12-82, Files 27.0200.00-
27. Letter
79-02 Baseplate Survey Info. A. Walser to TJV, 7-12-82, File 27.0200.000 L 28. CECO Installation Specification, CCM-2 5-0 65 l 29. 'oAC i. JW A 4. / ;;:rgr,

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04/09/96 18:32 @ 00 778 4898 '57.CTRA @ 013 I NUTECH ENGINEERS 1 1

Project QUAD CITIES NUCLEAR POWER STATION UNIT 1 File No. 28.0201.1111 - 31 Owner COMMONWEALTH EDISON COMPANY ADDENDUM 1 lient COMMONWEALTH EDISON COMPANY M-1611 -32 SHEAR LUG EVALUATION PER TI-034 qgg,y4)

GEOMETRYINPUT hY If) ,

Do = 16.000 in Ro = 0.000 in n I t = 0.3750 in r = 8.813 In ^

u 2L1 = 1.500 in La = 0.375 in Do  % An Mpe 1 2L2 =

KL =

2.000 in 3.6 (Fillet Weld) Le Lb =

=

0.375 in 0.750 in

/( E g:

LCg (w) = 0.25 in Ld = 1.000 in M Aw 1

MATERIALS PROPERTIES Sy = 32000 psi M Sh = 15000 pel Sc = 15000 ps!

Sa = 22500 psi NOMENCLATURE DIAGRAM LUG LOADS AND PIPE STRESSES (Ibs & ps0 ASME EQUATION Eq.8 i Eq. 98 i Eq. 90 Eq 90 Range

  • Peak" Press Pmax NOMENCLATURE ow l tar. urm.e uvuto w=. a=, w=. tad m m  !

W l 01 ,

0 0 0 0 0 m W F' FIEEsidh l Q1 1 01 0 0 0 0 0 ?aus Gai!Hi3rx 02 (A;0Erl0Jm-3 j i 2673l 2679 2921 2921 327 2921 ~Mii 1.5955h@ <

ML S2.K'75" 1 2005i 2160 2191 2191 246 2191 ' ~?UF

'3d5%i%

MN l 0 0 0 0 0 0 4FI : iH:E:3#dh j lMT  ! 0 0 0 0 0l 0 W 4sN+

IMT(bar) '

O. 0 0 0 0 .1 0 ~*i- T~ Hike I 1

[ NOMENCLATURE wo l %.ma  %.ma  % m yz wa. i a ro,e me ,

i

} I PlPE STRESSIiF 3 7.1 467l 1955 3442 3442 2798 L

~

4264l 1860 l MT(bar) = Greater ef ( MT / [(Lc)(Ld)(t)(1 + (Lc/Ld))) . MT/ [(0 8 + 0 05(Ld/Lc))(Lc)*(Ld)] }

TH

  • O'I5k S 5llG Gamma e r/t = 23.5 s SO OK l. N0 FRICDO!) f0AG.

Beta 1 = L1/t = 0.065 s 0.5 0K i Beta 2 = L2/r = 0.113 s 0.5 0K Beta 1 x Beta 2 = 0.010 f RaTG& : 58/UfM f U.SE f M),  !

$ 0.075 0K N4 T$ i ATTACHMENT PROPERTIES

  • 300(2 X .0 9.[h' ' Il A1 = = * *' lb3 "7

4 (L1) (L2) 3.000 in8

ZIL = (4/3) (L1) (L2)* = 1.000 in*

ZIN = (4/3) (L1)' (L2) = 0.750 in*

1 1

.ievision 7,. l Page 8 l Pr.o r.o e v/D ate k.m. w /u-n or ie i checked By/Date hnf #//34Y3 l

04/09/96 12:3 17708 778 4898 VECTRA @ 014 NUTECH ENGINEERS Project QUAD CITIES NUCLEAR POWER STATION UNIT 1 File No. 28.0201.1111 - 31 Owner COMMONWEALTH EDISON COMPANY ADDENDUM 1

'lient COMMONWEALTH EDISON COMPANY M-1611-32 1

1 l

SHEAR LUG EVALUATION PER TI-034 fconti l l

STRESS INDICES CT = 7.64 [(Gamma) ^ 1.64) (Beta 1) (Beta 2) ((Nu) ^ 1.54] 21.0 <

CL = 0.51 [(Gamma) ^ 1.74) (Seta 1) (Beta 2)* ((Nu) ^ 4.74] 21.0 i

CN = 0.76 [(Gamma) ^ 1.90) (Seta 1)* (Beta 2) ((Nu) ^ 3.40] 21.0 l

I Nu = -[X1 cos(Theta) + Y1 sin (Theta)] - (1/Ae)[X1 sin (Theta) - Y1 cos(Theta) Ja XI = Xo + log (Beta 1) l Y1 = Yo + log (Beta 2)

I index h Ao i Theta 'l Xo Yo ll X1 Y1 Nu CT  ! 2.21 40 0.00 0.05I ~ 1.07 - 0.90 1.395 '

CL I 2.0 50 -0.45 - 0.53 -1.52 -1.50 2.102 CN l 1.8 40 -0.75 -0.60 - 1.82 -1.55 2.387 4

CT = 21.8 CL = 4.59 CN = d.65 BT = (2/3) CT = 14.557 BL = (2/3) CL = 3.061 BN = (2/3) CN = 3.232 l LOCAL STRESSES SML = (BT)(W)/AL + (DL)(ML)/ZiL + (BN)(MN)/Z:N + Q1/2(L1)(La) + O2/2(L2)(Lb) + MT(bar) (Eq 3.1.3-1)

SNL = (CT)(W')/AL + (CL)(ML*)/Zll + (CN)(MN')/21N + Q1*/2(L1)(La) + O2*/2(L2)(Lb) + MT(bar) (Eq a.1.3-2)

SPL = KL(SNL) (Eq 31,3-3)

SNL" = (CT)(W")/AL + (CL)(ML")/ZJL + (CN)(MN**)/2;N + Q1"/2(L1)(La) + C2"/ji(L2)(Lb) + MT"(bar) (Eq 3.1.3-4) 2.

._ASME EO_UATION l Ea 8 _

Eq.98 I Ea GC _ EQ 90 l Range

  • I Peak" SML 9702 10451l 10802 10602 ; .W 6. -

SNL ":: ri;t:j::s 't ' = n2=dd:E= ailm-Es!*: 1566 I;..; * ?C SPL 4WE 6 +

@% :W m 5636  ; =

SNL" s.c = nz:= ;= :prr=g7 im'rTT T 13955 hn 1 Page ,9 Prepared By/Date k.m%Ml3-1-92. Of I6 checked ey/Dete fo/yy/31Y-9L-

04/09/96 12:33 G708 778 4898 VECTRA @ 015 NUTECH ENGINEERS Project QUAD CITIES NUCLEAR POWER STATION UNIT 1 File No. 28.0201.1111 - 31 Owner COMMONWEALTH EDISON COMFANY ADDENDUM 1

'lient COMMONWEALTH EDISON COMPANY M- 1811 -32 _ _ _

1 SHEAR LUG EVALUATION PER TI-034 (conti MODIFIED CODE EQUATIONS EQ. (8) pdc /4t + MA'/Z + SML 14433 s 1.0 Sy = 32800 psi OK (Eq 3.1.3-5)

EQ. (98)

PmDo/4t + (MA' + MB)/Z + SML 14256 s 1.2 Sy = 30360 psi OK (Eq 3.1.3-6)

EO. (9C)

PmOo/4t + (MA' + MD')/Z + SML 15894 s 1.5 Sy = 49200 psi OK (Eq3.1.3-5)

EO. (90)

Pm0o/4t + (MA' + MB')/Z + SML 15894 s 2.0 Sy = 65000 psi OK (Eq 3.1.3-5)

EQ. (10)

MC'/Z + SPL/2 5616 s Sa = 22500 psi (Eq 3.1.3-7)

EQ. (11) OK PDo/44 + (MA'+MC')/2 + SML + SPL/2 20048 s Sh+Sa = 37500 psi (Eq 3.1.3-s)

, ADDITIONAL EQUATIONS SNL" 13955 S 2.0 Sy = 65600 psi OK (Eq 3.t.3-9)  !

Q1"/2(L1)(La) + O2"/2(L2)(Lb) +  !

, MT"(bar) = 3895 s 1.0 Sy = 32800 psi OK (Eq 3.1.3-10) l Additonally, since the attachment is connected with a f;;let weld, the fillet weld must be qua!.fied.

WELD PROPERTIES _

Aw = 2(2L2)(w)(.707) = 0.707 In*

Zwl =

(1/3)(2L2)*(w)( 707) = 0.236 ina Zwn = (2L1)(2L2)(w)(.707) = 0.530 in' J = (1/8)(2L1)[ 3(2L2)* + (2L1)*] = 3.8 in*

Zwt =

(J/C)(w)(.707) = 0.504 in8 C = [ (L1): + (L2)8 ] ^ 1/2 = 1.25 in  !

! i Therefore, the weld is checked by the following two equations W"/Aw + ML"/Zwl + MN"/Zwn +

2(Q1" + O2") /Aw + MT**/Zwt = 17560 s 2.0 Sy = 65600 psi . O K (Eq 3.1.3-11)

((W"/Aw)* + 4[(01" + Q2")/AW +

MT"/Zwt]')^1/2 = 8263 s 1.0 Sy - 32800 pal OK (Eq 3.1.0-12) l THE SHEAM LUG IS QUALIFIED AS PER TI-034: ALL EQUATIONS PASS levision 2 Page 10 Prepared By/Date kt41hd$4l 3-3 -92 Of l6 Cham.dsy/oet. /co M 3 3-tMu

04/09/96 18:33 0708 778 4898 VECTRA 2 016 l PACIFIC NUCLEAR ENGINEERING SERVICES GROUP b

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04/09/96 12:34 17708 778 4898 VECTRA @ 017 i

I PACIFIC NUCLEAR ENGINEERING SERWCES GROUP i M PROJECT OUAD CITIES NUCLEAR POWER STATION I FILE NO. 27. o t e l . f i l t - 3 (

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04/09/90 12:52 G708 778 4898 ICTRA @ 002 l

l PACIFIC NUCLEAR l~ ENGINEERING SERVICES GROUP A

PROJECT QUAD CITIES NUCLEAR POWER STATION { FILE NO. 2.9. o2.el.litt 38 l 4 OWNER COMMONWEALTH EDISON COMPANY e m.< " z e o z.t. stir. 3r CLIENT COMMONWEALTH EDISON COMPANY A po c t ov,v.f j g.

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04/09/96 12:52 G708 778 4998 VECTRA @ 003 l

l PACIFIC NUCLEAR ENGINEERING SERVICES GROUP

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04/09/96 12:04 3708 778 4898 VECTRA @ 006 PACIFIC NUCLEAR ENGINEERING SERVICES GROUP e

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. . 1 REVISION 3 PAGE 10 f-PREPARED BY/DATE GAo M) M OF CHECKED BY/DATE M/E-10.*l3 .

04/09/96 12:54 G706 778 4899 VECTR4 @ 007 i

NUTECH ENGINEERS Project CUAD CITjES NUCLEAR POWER STATICN UNIT t File No.28.02C1 1111 -31

! Owner COVMONWEALTH EDISON COMPANY /AtC h 2.'ir

  • o 141. i i i t " 3 /

lIlent COMMO,NWEALTH EDISON COMPANY ado /aoud-/ _

Description:

WEl D QUA'.lFICATION SETV/EEN C5X6.7 AND IN PLACE STEEL W16X36 Structural - We'd Weld Support No. M-1611 -:32 Member. CSX6 7 Type 3 Site; O125 l  ; b= 1.75 in. da 5 in.  ;

j AY l tf . 0.32 in. tw = 0.19 in.

! ' W>,  !

I I '

> i _y Sy cf Base Metal = 32.8 kst (Ref.12.)

^ I l

+ r 7'  ; At design temperature = 200*F I

Ql l

l' fRV Lffn LQhDk.(Ref. )

Sa'/.

,y, o $; co *C 5 A 7 7 , ,,, , , ,4 cyc.g o g

+ NL- I Cste t**dC 01* W" "l 1

Ex = 0 10. W= O in-Ib

-: b

_! Fy = 920 'Ib. My = O in-lbi l Fz = Mr =

l O lb. 190 in-lb' l  ! '

Wgid Propert:es- (Ref D)

Aw=2(b-tw-tf) + d = 7.48in. Jw =Swy(C2) + Swz(Cy) = 23.47 in.3 i Cy = (d - 2 t')/2 = '

2.18 In. Swy=(1/3)(b-tw)2[b-tw+2(d-2tf)]/(e-tw+d-2t') = 1,41 in.8 l

Cz= b-tw-((b-tw)2/Aw] = 1.23 in. Swz= (d-2tf)[b-tw+(d-2tf)/6] = 9.97 in.: l 1

I Slrgs_s:

fx = Fx!Aw + Mz!Swz + MyiSwy = 19 lb.!in. j fy - Fy/Aw + (Mx

  • Cz)/Jw = 123 lb.hn.

l f2 = Fz!AW + (W

  • Cy)/Jw = 0 lb./in.

fr = (fx' + tya + 128) ^ % = 124 lb./in.

Fr = .3Sy = 9840 psi Contro: ling failure rrede lamaller tee ing (Ref. # 2.)

We'd Size Read = fr/Fr = 0.013 in.

l Interaction Ratio IR = 0.101 WELD SIZE IS ACCEPTABLE!

I {

'evision  ! ) p r'repared By/Date Checked By/Date

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04/09/96 12:54 5087784898 VECTRA @ 006 NUTECH ENGINEERS Project O_UAD C;*'ES NUCLEAR POWER STATION UNIT 1 File No.28.0201.1111 -31

, owner COMMONWEALTH EDISON COMPANY rn c.,f,. 2 3 or.4 / . i ii i -s /

ient COMMONWEALTH EDISON COMPANY A n o f AJ n o nt . /

4 ... - . -

j  !

l

Descr'pt.on WELD QUAUF
CATION BETWEEN CSXS 7 AND IN PLACE W10X33, i

Structural Weld Weld Support No M - 1611_- ,32 C5X6.7 Type: 1

_ Member: .._

3(<8418/M'd) Size.0125, b= 175 in d= 5 in.

, AY tfm 0 32 in. tw = 0.19 in

-I
;
_y Sy of Base Vetal = 32.8 ksi (Ref.lt.)

! ^ ' '

gtI At design temperature = 200'F l

l i g go'j a e s. L e n0 AT l d > (Mr.f tp LOADS: (Ref. 1 gg  ;

l ,

h*.- fA ta l 7, W Fx = O lb.

~

Mt= O in-lb

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l Weid Procetes ,(Aef.9) i  !

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Cy=(c-2:f)/2 = 2.18 in Swy=(1/3)(b-tw)*[c-tw+2(d-2tf)]/(b-tw+ d-2tf) = 1.41 in.8 Cz = b-tw-[(c-:w)s/Aw] = 1.23 in. Swz= (d-2tf)[b-tw+(d-2t')/6] = 9.97 in

  • Stress i

fx = Fx/Aw + VZ/S*2 + My/Swy = 21 lbdin f

! fy = Fy/Aw + (Vx

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fz = Fz/Aw + (Mx

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fr = (fx8 + fy8 + fz') ^ % = 177 lb./in.

Fr = 3Sy = 9840 psi Controlling f ailure mode lamalier tearing (Ref. 72.)

We:d Size Reqd = fr/Fr = 0 018 in. l 1

intera:t:on Patio IR = 0.144 WELD SIZE IS ACCEPTABLE!

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