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RHR Pump 1C/1D Discharge Line 1-1008B-18
	ML20101Q766
Person / Time
Site:	Quad Cities
Issue date:	06/16/1992
From:	; NUTECH, INC.
To:	;
Shared Package
ML20101Q748	List: ML20101Q746; ML20101Q754; ML20101Q766;
References
	28.0201.1111-31, 28.0201.1111-31-R02, 28.0201.1111-31-R2, NUDOCS 9604150198
	Download: ML20101Q766 (34)
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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

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ITT Grinnell Pipe Hangers Catalog pH74 4 9H81 9.

NPS Industries, Inc. Piping & Equipment Supports Catalog 1981 7

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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

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AISC Manual of steel Construction 8th Ed.1980

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Design of Welded structures, at,00cETT 1966 15.

P4IO Indes S&L Drawings 1913I-12 l

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NUTECH communication Record, Tile #27.0200.0001

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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.,

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

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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

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l l7 - (( LLhi )'4 (t943 7)'

ingy#{ir/

89

/% 9c,

/ P.9 Y

, ffgg = C ' // 7 d /P

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c' By COMP,+Alf/cAI ( E//WESA'J{i THER. ?dCf D cui/I' De c/G REVISION l,,,

)

PREPARED BY/DATE /T_Q %3.n.7)

CHECKED BY/DATE NT/(-l9 -9l 27///t.30.fj

04/09/96 18:32

@ 00 778 4898

'57.CTRA

@ 013 NUTECH ENGINEERS 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

=

8.813 In

^

0.3750 in r

=

u 2L1 =

1.500 in La

/(

0.375 in Do

% An Mpe

=

0.750 in

'- E g:

2L2 =

2.000 in Lb =

0.375 in KL =

3.6 (Fillet Weld) Le

=

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 Q1 1

01 0

0 0

m W F' FIEEsidh l

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

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 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 Beta 2 = L2/r =

0.113 s 0.5 0K f RaTG& : 58/UfM f U.SE f M),

Beta 1 x Beta 2 =

0.010

$ 0.075 0K N4 T$

i

300(2 X.0 9.[h' ' Il ATTACHMENT PROPERTIES "7 lb3 A1 4 (L1) (L2) 3.000 in8

=

ZIL =

(4/3) (L1) (L2)*

1.000 in*

=

ZIN =

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

=

.ievision 7,.

l Page 8

Pr.o r.o e v/D ate k.m. w /u-n or ie i

checked By/Date hnf #//34Y3

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

SHEAR LUG EVALUATION PER TI-034 fconti 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 CN = 0.76 [(Gamma) ^ 1.90) (Seta 1)* (Beta 2) ((Nu) ^ 3.40] 21.0 i

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

Y1 = Yo + log (Beta 2) 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

=

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" SML970210451l 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)

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)

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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NUTECH ENGINEERS Project CUAD CITjES NUCLEAR POWER STATICN UNIT t File No.28.02C1 1111 -31 Owner COVMONWEALTH EDISON COMPANY
/AtC h 2.'ir
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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.)
l 7'
^
I At design temperature =
200*F
+
r I
l Sa'/.
o $; co *C 5 A 7 Ql l'
fRV Lffn LQhDk.(Ref. )
,y, 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
l Fz =
O lb.
Mr =
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
{
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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 3(<8418/M'd) Size.0125, Support No M - 1611_-,32
_ Member:
C5X6.7 Type:
1 b=
175 in d=
5 in.
AY tfm 0 32 in.
tw =
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l 1
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.t.o.a y/./t/j I:/aohyREPORT OF LOADS ON Exl87. STRUCTURAL STEEL
/94, JOB NO. Xcs-S7 PAGE /p REV SY DATE CHECKED DATE ed b////3/a/
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ML20101Q766

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