Text

Rev 0 to Calculation 42112-C-002, Cable Tray Outlier Evaluation
	ML20198H453
Person / Time
Site:	Oyster Creek
Issue date:	03/22/1995
From:	; EQE ENGINEERING CONSULTANTS (FORMERLY EQE ENGINEERING
To:	;
Shared Package
ML20198H339	List: ML20198H333; ML20198H367; ML20198H396; ML20198H453; ML20198H483; ML20198J883;
References
	42112-C-002, 42112-C-002-R00, 42112-C-2, 42112-C-2-R, NUDOCS 9812290343
	Download: ML20198H453 (130)
	v • d • e

. -.

I ATTACHMENT 19 WQ l

CALCULATION COVER SHEET

.s c,s o m.sc CONSULTANTS iM%?M@%%"%#i**MMhailttuuMimeM2MtMKMf:ia;MM53 gym M ~ d-OO b Calculation No:

Project:

OPSTM b2Ei'%

b CA8tA Edy 0V7um2. 6~ VAL.vAhod Calculation

Title:

References:

I6C7?od E Attachments:

I, 75 Total Number of Pages (including Cover Sheet):l/2.3eArr4 l

Revision Approval Number Date Description of Revision Originator Checker Approver O

3 d/TMC TSSv6 hhay O26sb fr y sm ck & thn I-4 3.l-l h *6 8 -4 1 J..

+. 5.t LI,

' " h r - -' )

3 5-s +. z e, 3.5'-l 4 e 24, g 1-l 4,13-

.7-; i.i.g g

r b

JLWW u - i 4.

13-i -

7.4 f n 1 7,3 - h 2.

i

> M-h c.t=L/pg e>

6

%}

)

y

1. 4 -1 f. S-y y

-l:

4,4 k

, u.-

bf ff M $ @ $$IifB W 8 2 3 1 IN$$%MiEI$E3fM33!$3$N5!!TS$$$?d'$$ff885$Ns5MM%M

[ha;;

t 9812290343 981222 iSf.

PDR ADOCK 05000219 g

g;,j.

p PDR.

y

/~

' ?!L

N EQE NTERNATIONAL i.2-d

%~O SHEET NO.b

.. z. r JOB NO. 42112 Joe Ovster Creek A-46 sy Ek OATE T-22 -fC CALC. NO, C-002 SUBJECT Cable Trav Outtler Evaluation CHKO Oh DATE I-12-77 Revision Panes Affected Descriotion Of Revision Date of Revision 0

All Initial Issue e

9 e

i

l I

t 1

M tof INTERNATIONAL

$55 Y7 vrc SHEET NO.

kN k OATE N W JOB NO. 42112 Joe Ovster Creek A-46 BY b

OATE 3" U U CALC.NO. C-002 SUBJECT Cabte Trav Outlier Evaluation CHKD i

i TABLE OF CONTENTS Section Descriotion Sheet i

1.0 Purpose.............................................................................

....4 2.0 Methodology...................

.................................................4 3.0 Calculations........................................................................... 4

~

3.1 Analytical Review RB-23-02.......................................... 44 pages 3.2 Analytical Review RB-23-03........................................ 21 pages Ana! tical Review RB-23-005D................................... 3 pages 3.3 3

3.4 Analytical Review RB-51-002................................ 5 pages 3.5 Analytical Review RB-51-003...................................... 29 pages 3.6 Analytica'l Review TB-0.0-002........................................ I page 3.7 Analytical Review TB-3 6-02............................................ 15 pages 4.0 Conclu s ion.................................................................. 5 5.0 References..

...................................................................5 ATTACHMENTS

_FA Descriotion No. Sheets A

Additional Walkdown Information Gathered to Resolve Outliers.......... 16 B

Checking Criteria Checklist.................................................................. 4

3 l

1 l

l l

l i

1 w 1

'Q{

w

'.' 9 h

\\[

'W

l E

f; - _., eoe NTEANATow.

Vj =@:

j SHEET NO.

M DATE N Y JOB NO. 42112 JOB Ovster Creek A-46 By CALC.NO. C-002 SUBJECT Cable Trav Outtier Evaluation CHro O DATE 3 -2 7 8 1.0 Purcose l

The purpose of this calculation is to document the Outlier evaluation of the safety-related electrical raceway at the Oyster Creek Nuclear Power Plant. The initial cable tray evaluation was performed in EQE calculation 42112-C-001 (Reference 2).

2.0 Methodology The methodology to be utihzed in this calculation is that detailed in Section 8.0 of the Generic Implementation Procedure (GIP) (Reference 1).

The supports were rewalked in the field to obtain more detailed (i.e. less conservative) tray fill estimations.

These estimates were then incorporated in more explicit hand or computer analysis of the supports.

3.0 Calculations Each of the supports analyzed in this calculation failed the limited analytical review guidelines of the GIP as found in Reference 2.

W p

as A

5 i

g I*

?dQ_

^

.V

_hN L s

SN ece cronecram SHEET NO.S l ~ /

JOB NO.

iib JOB O VS E b Fict-

~b BY Dd DATE 3-MT CALC. NO. O O 2 - SUBJECT MLE M/ bA/A4 @WS CHK'D DATE J '2'2.#

bCC37Cd 5. l ANALYTICAL 15 VIEW No. RB-23-02 OUTLIER CONCERN: This support was found to be an Outlier in EQE calculation 42112-C-001. The support is mspended from the ceiling and is also bolted back tok, wall The suspended section anchors failed the 1.0 and the 3.0 times dead load checks. The wall mounted section Umstrut members failed the 1.0 times dead load check in addition to failing the lateral load check.

RESOLUTION METHODOLOGY: His calculation will remove some of the conservatism in load generation and will perfonn a computer analysis of the frame configuration.

He support is suspended from the ceiling and braced back to the wall. Both the vertical and the honzontal frames support cable trays and conduit.

Determine trav weie Per Section 8.3.9 of the GIP, cable tray weight may be estunated as 25 psf for a 4* deep tray. All of the trays are 2 foot wide which yields the following linear weight for a 100% full tray.

wt :=(25 psf) 2 ft wt = 4.17 Ib-psfA'b psin lb 2

2 m

g Determine conduit weight: Per Section 8.3.9 of the GIP, find the following conduit weights:

s three quarter := 1.4 b one :: 2.2 b A

A He support will be evaluated using the ALGOR SuperSap computer program. The computer modelis as shown along with the location of the concentrated loads. The model will be run with 4 load cases: 1) Dead Load,2) Lateral load in X direction,3) Lateral load in Z direction, and 4) all of the ainve simultaneously.

Determine concentrated loads: The loading will be derived on a nor al basis using the as-built information and cable tray fills.

+

Node 7 :=wt.

in 0.10 Node _7 = 22 Ib

~

t 2

j l

l 6+ W 38 Node _11 := wt-

-in 0.10 Node _11 = 33 lb

\\

2 i

,p

+3 46 Node _8 := wt.

-in 0.10 Node _8 = 20 lb i

2 3

j RB2302FX.MCD(Page t) 222:09 PM l

l I

y, l

Qf

.r.1 v,

4

ECE ENGINEERING SHEET NO.3* I~ b JOB NO, -

O d JOB OV6ffE bTM64-

~$b sy @M DATE 3-/df CALC. NO. f)O A" SUBJECT 047M ~lhn N M LLM D os]$

CHK'D $

DATE 3 *l 2 W '

Node 12 := wt-}6 + H + 2(in 0.20 Node _12 = 60 lb

~

t 2

3 8 + 34 + 38ji 0.10 Node _9 = 19 Ib Node 9 := wt.

~

t 2

3 j

Node 13 :=wt.

6 + 64 + 12_;,1. 0.20 Node 13 =55 lb

~

4 2

j

~

Node 10 := wt-[18 + 34 + 30

-in 0.20 Node _10 = 34 Ib

~

\\

2 Node _14 := wt, 56 + 64 + 24_;,1,0.30 Node _14 = 90 lb Note: Node 14 picks up 1/2 of the short dserload t

2 i

that is shared with Node 49.

1

(.-

2 Node _28 := wt-

+ 98 in 0.10 Node _,28 = 57*1b Note b 98"hh a h 40 + 38 Node _36 := wt-

+ 98 in 0.10 Node _36 = 57 Ib

.(

2 3

~f32 + 46 i

Node _29 := wt-1

- + 98 in 0.10 Node _29 = 57 lb

.k 2

j

'I24 + S4

'I Node _38 := wt-

+ 98. in 0.20 Node _38 = 114 Ib

.i 2 j

'f40 + 38 i

Node _30 :-wt.

+ 98 in 0.10 Node _30 = 57 lb '

.i 2 j

+ 93,;,' 0.20 Node _39 = 114 lb 1

12+66 Node _39 := wt-.(

2 j

Jk Node _31 := wt-

+ 98 in 0.20 Node _31 = 114 Ib

,t 2

3

.f RB2302FX.MCD (Pase 2)2:22:13 PM e[

?:g

';bl?'

l

, O;

ECE ENGINEEraNG SHEET NO.E* -l ~

bS E b M/ b b BY D M" DATE T-/S #5~

JOB NO. 413 I 2 -

JOB SUBJECT 6WCE 7M-/ 6/Aud#vd CHK'D hN DATE3-h M CALC. NO. CC D

'f i

Node 49 :=wt. l78 + 98, in 0.30 Node _49 = 171 Ib

~

.12 j

Detemtine conduit loading: There is additional conduit supported at Nodes 10,14,31, and 49. The conduit on these nodes has the same span as the trays. In addition, nodes 12 and 13 support short conduit spans.

Conduit _10':= f1 +

+0 -in -((9 three_ quarter) + (6 one))

Conduit _10 = 88 lb

\\

2 3

0 + 48 Conduit _31 :=

+ 98 in -((9 three_ quarter) + (6 one))

Conduit _31 = 295 lb

.(

2 3

1 Conduit _14 := [56 + 64 + 24

-in -((12 three_ quarter) + (2 one))

Conduit 14 = 127 lb

\\

2 1

'1 i

Conduit _49 := ;73 + 98 in -((12 three_ quarter) + (2 one))

Conduit _49 = 242 !b

.(2 3

Conduit _12 := (9 three_ quarter)-(3 A)

Conduit _12 = 38 lb

.\\

Conduit _13 :=(1 three_ quarter)-(3 A)

Conduit _13 = 4 lb Load Summary:

Node _7 =22 lb Node _8 = 20 lb Node _9 = 19 lb Node _11 = 33 lb Node _28 = 57 lb Node _29 = 57 lb Node _30 =57 lb Node _36 =57 Ib Node _38 = 114 lb Node _39 = 114 lb Node _10 := Node _10 + Conduit _10 Node _10 = 122 !b Node _12 := Node _12 + Conduit _12 Node _12 = 98 !b Node _13 := Node _13 + Conduit _13 Node _13 =59 lb Node _I4 := Node _14 + Conduit _14 Node _14 =217 lb 1,

c Node _31 := Node _31 + Conduit _31 Node _31 = 409 lb h:

f-Node _49 := Node _49 + Conduit _49 Node 49 =413*1b RB2302FX.MCD(Pap 3) 2:22:19 PM

'j

(

l a

p M.NN l

h

ECE ENGINEERNG SHEET NO.I I' d JOB NO.

//d-JOB

$N O

BY M DATE 3-/6 #F M IM-/ hA MWed CHK'D DATE f-2f.-75"'

CALC. NO. N b SUBJECT Determine P1000 properties: From Unistrut Catalog Rev.10A.

2 := 0.294 in' I3 :=0.I86 in I2 := 0.239.in' d

A := 0.555 in S3 := 0.203 in' 2

S Per Figure 8-6 of the GIP, the first evaluation step is the entire support, including eccentricitie.r, for a 1.0 times dead load using normal manufacturer allowable stresses-p, Check member stresses This step was performed by the SuperSap program in load case 1. From page hf

~~"

maximum bendmg stress to be 24.1 ksi in member 47. Per Unistmt Catalog 10A the allowable bendmg stress is 25 ksi.

Therefore the bending stresses are acceptable for 1.0 times dead load.

Check the P1000 cross tie end connections for thahorizontal frame: These members, 15,17,18,20,21,23,24,26,27, 29,30,32,33, and 34, were modeled as fixed end rnembers. The following maxtmum element based loads are for member 34 from pages 4 of this cale. The connection of member 34 is as shown in Section X-X of the walkdo N

0**

q,\\-?h ko3 shear _34 := 282 lb axial _34 := 125 lb In Section X-X it is seen that the horizontal P1000 channel is secured to the vertical members with (3) 1/2' bolts. This j

C--

connection is judged to be seismically adequate due the smallloading.

The. naming cross tie channels are attached to the main runners with (1) P1026 type fitting at each end. His

~

b.acket has (1) 1/2" channel in each of the two connecting rnembers. From the Unistrut catalog find the following allowable loads:

allow slip := 1500 Ib allow pullout := 2000 lb Per review of the SuperSap output and the above load summaries it is seen that the connection brackets ar.d their 3

bolts are seismically adequate, p

.Jp Check the connections to the ceiling: Here are (2) 1/2'shell anchors holding the frame to the ceiling.

At node 1 there are two members framing into it,35 and 45:

axial _35 := 690.Ib shear 2_45 := 64 lb pullout _ node _1 := axial _35 + shear 2_45 pullout _ node _1 = 754 Ib

@i RB2302FXMCD (Page 4)2:22:21 PM ib M

N ECE ENGINEERNG SHEET NO. I* l' Md YS~I6A CN8EM"

~A M

DE 3-R,-IS' JOB BY JOB NO.

CALC. NO. 00 L sueuser&cE 7 1 / G A L v 4-# d cHK'O hb DATE 3"Z1 W At node 21 there is only one member, shear 2_,47 := 804 lb pullout _ node _21 := shear 2_,47 pullout _ node _21 = 804 Ib Check 1/2'shell anchors:

Determme anchor bolt allowable loads: Use methodology of Appendix C of the GIP. ~

From Table C.2-1 of the GIP Snd the following anchor bolt allowable loads for a 1/2'shell anchor.

F :=2290 lb Fy := 2380 !b t

Reduction Factors:

RT p := 0.75 RT, := 0.75 Reduction factor for unknown anchor bolt type. (C.2.2)

Reduedon factw fw assumed 3000 3000 RF RF

+ 0.65 concrete strength = 3000 psi.

P := 4000 s := 10000 (C.2.7)

RF = 0.75 RF, = 0.95 p

Revised Allowable Loads:

F :=F RT RF F := F RT RF,

g t

p p

y y

3 F = 1288 lb F = 1696 lb s

y Check Interac'. ion: Use highest reaction load.

Pullout _ node _21 = 0.62

< l.0, Anchor Bolts tre acceptable for 1.0 ti:nes dead load.

F t

'R l

2W I

s RB2302FX.MCD (Page 5) 2:22:22 PM

[.

-fk A$

' ? Y.h l

a'65 ik;

l EQE ENGNEEr4NG SHEET NO.E"l ~ b JOB NO.

/b

'/Fl b N b Db DATE 3~

f JOB BY Nb SUBJECT NZ IOh' bha'A~M4^l CHKD DATE 3-7.2.+~ ;

CALC. NO.

l Check U2" rods: Conservatively use root area per pg. 4 147 of AlsC 9th edition and assume A307 material:

a l

I axial _ member _40 := 868 Ib

, ;, dal_ member _40 a = 6729 psi

< 20 ksi, therefore rods are adequate.

2 A := 0.129 in A

i Check wall connections: The horizontal part of the frame is secured to the wall at nodes 40 and 41. These are loaded by members 1 and 8 respectively. These members are attached to the widl with type Pl325 brackets that have (2) 1/2" channel nuts into the strut and (2) 1/2" shell anchors into the wall.

axial _1 := 33 lb shear 3_1 := 183.lb axial _8 := 2 lb shear 3_8 := 128 Ib Comparison to the ceiling connections and due to the small loads of the wall connections, the wall connections are adequate by engineeringjudgment.

CONCLUSION: The support is adequate for 1.0 times the dead load.

Per Figure 8-6 of the GIP, the next evaluation step is the Vertical Capacity Check. This is a check of the anchorage and primary mpport connections using an applied load of 3.0 times dead load.

As the member stress under 1.0 times dead load is 24 ksi; a factor of 3.0 times dead load is obviously not acceptable.

The same goes for the ceiling anchorage which has an interaction value of 0.62 for 1.0 times dead load.

CONCLUSION: The support is not adequate for 3.0 times the dead load and must be classified as an Outlier.

s Per Figure 8-6 of the GIP, the next evaluation step is the Ductile Responso Check.

As this support is wall mounted in addition to being suspended from tbc wiling, it must be subject to a lateral load evaluation.

RB2302FX.MCD (Page 6) 2:22:23 PM I

g g.

s

,1 7

ECE ENGINEERING SHEET NO. 3.

JOB NO.

zuz. m wrce C*aw-h6 8, v> A.

DArE 7.i s c CALC. NO. OO b SUEUECT bM IM/ hA66FBO4/

CHK'D DATE 3 -7 MS Per Figure 8-6 of the GIP, the next evaluation step is the Lateral Load Check.

1 The Lateral Load check is in the form of an equivalent static load coefficient. Per Section 8.3.4 of the GIP, the lateral load check can consist of a dead load combined with, for elevations lower than about 40' above plant i

effective grade, a transverse acceleration of 2.5 times the floor ZPA.

The floor ZPA is defined as 0.17g in Reference h for the 51'-3" elevation.

)

ZPA := 0.17 accel _horiz := 2.5 ZPA accel _horiz = 0.425 g

As the nodal loads were developed for 1.0 times dead load above, those same loads will be multiplied by the horizontal acceleration for the lateral load input:

Load Summary:

Node _7 := Node _7 accel _horiz Node _7 = 9 lb i

Node _8 := Node _8 accel _horiz Node _8 =9 lb 1

(-

Node _9 := Node _9 accel _horiz Node _9 = 8 lb Node _10 := Node _10 accel _horiz Node _10 = 52 lb Node _11 := Node _11 accel _horiz Node _11 = 14 lb Node _12 := Node _12 secel_horiz Node _12 = 42 Ib Node _13 := Node _13 accel _horiz Node _13 = 25 lb Node _14 := Node _14 necel_horiz Node _14 = 92 lb Node 28 := Node 28 accel horiz Node 28 =24 lb l

Node _29 := Node _29 accel _horiz Node,,29 = 24 !b Nede_30 := Node _30. accel _horiz Node _30 = 24 lb Node _31 := Node _31 accel _horiz Node _31 = 174 lb Node _36 := Node _36 accel _horiz

, Node _36 =24 lb i

o RB2302rX.MCD(Page 7)2:22:26 PM I

tO

,L

EQE ENGWEERING SHEET NO. b JOB NO.

//E JOB V4 M b N BY Ed' DATE W&N CALC. NO. D 0 L SUBJECT M L4 IN/ bM 94'71#d CHK'D DATE M2.-Y Node _38 := Node _38 accel _horiz Node _38 = 49 lb l

Node 39 := Node 39 secel horiz Node 39 =49 Ib ksia1000 lb "2

Node _49 := Node _49 accel _horiz Node _49 = 176 !b These loads were input in load cases 2,3, and conservatively added together for fond case 4.

~~"

Check member stresses: The maximum enember stress occurs in member 47, load case 4. This stress is 31.7 ksi. Load case 4 is a direct summation of 1.0 times dead load + X acceleration + Z acceleration. Revise the bendmg moments by combining the dead load stress with the SRSS of the lateral load stresses as follows.

case _l := 24.ll ksi case _2 := 1.253 ksi case _3 := 6.881 ksi e.= hcase_2,,,3, 3 + case _1 2

2 e = 31.1 ksi The allowable stress is 25 ksi. The maximum of Dead I. cad + SSE is 31.1 ksi which is 24% over the allowable. This stress is still less than yield (33 ksi) and considered to be acceptable for momentary loading (could use 1.7 x allowable for structural steel).

- Check Anchor Bolt Loads:

The ceiling bolts are located at nodes 1 and 21. From the computer output, generate nodal loads as follows:

At node I there are two members framing into it,35 and 45:

Axial _35_DW := 690 Ib Axial _35_X := 19 lb Axial _35_Z := 158 Ib Shear _2_35_DW := 43 Ib Shear _2_35_X := 1 Ib Shear _,2_35_Z := 93 Ib Shear _3_35_DW := 20lb Shear _3_35_X := 25 Ib Shear _3_35_Z := 0 lb j

1 Axial _45_DW := 5 lb Axial _45_X := 0 Ib Axial _45_Z := 11 lb l

i Shear _2_45_DW := 64 lb Shear _2_45_,X := 2 lb Shear _2_45_Z := 68 lb Shear _3_45_DW := l lb Shear _3_45_X := 3 Ib Shear._3_45_Z := 0 lb Pullout _ node _1 := hAxial_35_X 2

2 2

2

' xial_35_Z + Shear _2_45_X Sheu_2_,45_Z A

+ Axial 35 DW,. Shear 2 45 DW I

i l

Pullout _ node _t = 927 lb j

RB2302FXMCD(Pags !)2:22:2s PM

{

'e i

l

,gg '

4 -[.'Y

\\

ak l

.$l X

l ECE ENG4NEElBNG SHEET NO.1 ~

JOB NO.

//d JOB ES @ [A O BY 72DA DATE M f

~

CALC NO. OOD SUBJECT [M(4 TdV NALv#7)SM CHKD DATE 3-7 7 -4 I

2 2

X_ Shear _ node _1 := (Shear _3_35_DW + Shear _,3_45_DW) +

Shear _3_35_,X + Shear _3_,35_Z,

2 2

h + Shear _,3_45_,X + Shear _3_45_Z j

,X_ Shear _ node _1 = 46 lb

~-

I 2

2 Z,,, Shear _ node _1 := (Shear _,2_35_,DW + Axial _45_DW) +

Shear _2_35_X + Shear 2 35 Z,,,

2 2

h + Axial _45_X Axial _45_Z h

Z_ Shear _, node _1 = 142 lb l

2 2

Shear _uode_1 ::: X_ Shear _ node _,1

+ Z_ Shear _, code _1 Shear _ node _1 = 149 Ib C

At code 21 there is only one member framing into it,47:

l Axial _47_DW := 48 lb Axial _,47_X := 1 lb Axial _47_Z := 108 lb Shear _,2_47,DW := 804 Ib Shear _2_47_X := 22 lb Shear _,2_47_,Z := 226 Ib Shear _3.47_DW := 13 lb Shear _3_,47_X := 29 lb Shear _3_,47_Z := 0 lb 1

Pullout _ node _21 := hShear_,2_47_X + Shear _2_47_Z2 + Shear _2_,47_DW 2

Pullout,,, node _,21 = 1031 lb X_ Shear _ node _21 := hShear_3_47_X + Shear _3_47_Z ) + Shear _3_,47_DW 2

2 X_ Shear _ node _21 =42 Ib 2

2 Z_ Shear _ node _21 := Axial _47_X Axial _,47_,Z

+ Axial _47_DW p.

Z_ Shear _ node _21 = 156 Ib r

i; -o RB2302FX.MCD (P.ge 9) 2:2200 PM

' q'p i

QQ riPRT m

l h

EQE ENG4NEERING SHEET NO.I*/"M JOB NO.

M JOB EIIN NA BY M d-DATE M#5' CALC. NO. IC 1 SUBJECT b8Lf T A b U/4 %d^/

3 -hN CHKD DATE Shear _ node _21 := hX_ Shear _ node _21 + Z_ Shear _ node _21 2

2 Shear _ node _21 = 162 lb Ceiling Anchor BoltLoad Summary:

Shest node 1 = 149 Ib Pullout node 1 =927 Ib j

Pullout node 21 = 1031 Ib Shear node 21 = 162 lb Node 21 Controls: CheckInteraction 1

Pullout _ node _21 Shear _ node _21 = 0.896

< 1.0, Anchorage is OK F

F t

y The wall bolts are located at nodes 40 and 41. From the cornputer output, generate nodal loads as follows:

Member 1:

Axial _1_DW := 33 lb Axial _1_X := 348 lb Axial _1_Z := 513 Ib Shear _2_1_DW := 5 lb Shear _2_1_X := 2 Ib Shear _2_1_Z := 292 lb Shear _3_1_DW := 183 lb Shear _3_1_X := 19 lb Shear _3_1_Z := 0 Ib Member 8:

Axial _8_DW := 2 lb Axial _8_X := 390 lb Axial _8_Z := 513 lb

d(

Shear _2_8_DW := 5 lb Shear _2_8_X := 2 Ib Shear _2_8_,Z := 291 lb Shear _3_8_DW := 128 lb Shear _3_8_X := 24 Ib Shear _3_8_Z := 0 Ib Pullout _ node _40 := hAxial_1_X + Axial _1_Z ) + Axial _1_DW 2

2 Pullout _ node _40 =653 Ib

6j Y_ Shear _ node _40

= hShear_3_1_X + Shear _3_1_Z ) + Shear _3_1_DW

' f;:f 2

2 i

1 j

Y_ Shear _ node _40 =202 lb

]$.

^

t

.q RB2302FXMCD (Page 10)2:22:33 PM i

(

s NI$

.x

\\

~

(

4f 4;b

EQE ENGNEEmNG,

~

SHEET NO.

JOB NO.

//E JOB EN[M BY Dd DATE E/4#f~

~

C A'.O. N O. O O SUBJECT [AM IA/ NALtA4~//Bd CHKD DATE 3-22-9f Z_ Shear _ node _40 := hShear_2_1_X + Shear _2_1_Z ) + Shear _2_1_DW 2

2 Z_ Shear _ node _40 = 297 lb 2

2 Shear _ node _40 := Y_ Shear _ node _40 + Z_ Shear _ node _40 Shear _ node _40 =359 lb Pullout _ node _41 := hAxial_8_X + Axial _8_Z ) + Axial _8_DW 2

2 Pullout _ node _41 = 646 Ib Y_ Shear _ node _41 := hShear_3_8_X + Shear _3_8_Z ) + Shear _3_8_DW 2

2 Y_ Shear _ node _41 = 152 lb Shear _2_8_X + Shear _2_8_Z ) + Shear _2_8_DW 2

2 Z_ Shear _ node _41 :=

Z_ Shear _ node _41 =296 lb 2

2 Shear _ node _41 := Y_ Shear _ node _41 Z_ Shear _ node _41 Shear _ node _41 = 333*lb Ceiling AnchorBoltLosd Summary:

~

Pullout _ node _40 =653 lb Shear _ node _40 =359 Ib Pullout _ node _41 = 646 lb Shear _ node _41 =333 Ib Node 40 Controls: CheckInteraction Pullout _ node _40 Shear _ node _41 = 0.703

< l.0, Anchorage is OK F

F t

y CONCLUSION: The support has been reevaluated and is found to be seismically adequate per the outlier resolution guidelines of the GIP.

RB2302FX.MCD(Page 11)2:22:34 PM t

i

~

'I

'/

0 V4 ~Cd2 OGW. -

A-O xe No. $N L xe

('

sus;ECT #EM TM/ NEvhW OO CALC NO.

7A4-DATE 3'/b"I[~' CHK'O DATE 3~ U Y SHEET NO.I.fl.' $0F sy 1

/

.c.

3

..=.

z _. g _

q

.A"-

.s.y,.

4..,

_._. a.

g..

. /-

+

m s

. c..;

w

-.. 3-,. - u

.e.

6--

l-.

. - -. 3

.. a, s..,.,..

!.<%..? f ~.) M.: %..".. ^.. s

..~

( Nf 3crvv's., -ivis.r e; 3 - ;,....- 3.Ap

~s

'X JC X 'X X X:X X

'c.

c-s W #

X S o

v x-V y w <-

rsuWs.v -Nvs.p s.ys...

s p - N ^...t h. ^

...N.^.y y/C w

o.; a N

Kp<s' ><.c.X ><. >v>s i> s./ c. _.w/ XR

. K,f; s :

X. > <s. !. >

s s.

.. n s,. - s., -

s...

4_ _,~.. m,.<. s..

s.

se.

.-.s.-

s..-

s,. -

y

~

9.+.

,p Jg.,

f,..,

C y.>.,,

. s. -~....,. ;.,

5l,.m _

.h

,x.: <. ; s

.s

.v.

g-co.W

s w.

.t v.. n x.,.,.,/ Q ~, ~.x,. & -

y

.c ~.

y.

mt,V J

R..g

s. y Q,Y

'o<

C

.?

N.-rs,,/~.,,.

.q7,. ;. -

.e m-.,:.

x.

s, p:.

~~

-4,.

yk gs. u

<..: :. 7: :,

y.

.,..,% ~

.g.

n ;.-

.., - g

.g.

q.

A.,, -

s

,.g

, 9,

_ g

.s h f.f f 6 h

]

- ' ~P ~'--

~

' ~ ~

,a.

.,.. j,.

. '4

/

A_

$ W X

sga-y,,

N,

. >6 p

7-

, %g f-kg.-

.c*

9 a__

.- 4 p

_..... :. 3p -- g

'e 1.r..._ 4

.g.

p j_.g._.. _

s __.._

lh..

l. h-.....

s.:. t d_...?....

a h

. N '.'

j,/'

y 3

,.7,..y..

c.

A et.O

^..

.a x.

g>.. _.._.y 3,

.W'.

=

........ y.

~

+

c e

~.

e,,

.e.

s.;,.

.... _... _.. =

.. ~.

. '.._e.._

.2 e

m.

...*_...wa.

a.

..e.

.s..

.l..e

..g.-

.._.h

,a t

I f

1 l

\\

l EQE ENGINEERING SHEET b I- / 3 JOB NO. 42112 JOB Ovster Creek A-46 Cable Tray Evaluations BY Dd DATE ~3~~/4 W CALC.NO. O O b SUBJECT CK

@O DATE 3 -27 T 1" *

Algo r (c) Linear Stress Analysis - SSAP0H Rel. 01-SEP-94 Ver. 11.06-3H DATE: FEBRUARY 14,1995 TIME: 10:11 AM IN PUT FILE............. rb 2 3 0 2 fx Analytical Review No. RB-23-002, Oyster Creek 1* * *

CONTROL INFORMATION number of node points (NUMNP) 49

=

number of element types (NELTYP) 1

=

number of load cases (LL) 4

=

number of frequencies (NF) 0

=

geometric stiffness flag (GEOSTF) 0

=

analysis type code (NDYN) 0

=

solution mode (MODEX) 0

=

equations per block (KEQB) 0

=

weight and c.g. flag (IWTCG) 0

=

bandwidth minimization flag (MINBND) 0

=

gravitational constant (GRAV) 3.8600E+02

=

bandwidth minimization specified i

1**** NODAL DATA NOJE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NO.

DX DY DZ RX RY RZ X

Y Z

T 1

1 1

1 0

0 0 7.200E+01 1.160E+02 6.000E+01 0.000E+00 2

0 0

0 0 7.200E+01 6.600E+01 6.000E+01 0.000E+00 3

0 0

0 0 7.200E+01 5.400E+01 6.000E+01 0.000E+00 4

0 0

0 0 7.200E+01 4.200E+01 6.000E+01 0.000E+00 5

0 0

0 0 7.200E+01 2.800E+01 6.000E+01 0.000E+00 6

0 0

0 0 7.200E+01 0.000E+00 6.000E+01 0.000E+00 7

0 0

0 0 7.200E+01 6.600E+01 4.000E+01 0.000E+00 8

0 0

0 0 7.200E+01 5.400E+01 4.000E+01 0.000E+00 9

0 0

0 0 7.200E+01 4.200E+01 4.000E+01 0.000E+00 10 0

0 0

0 7.200E+01 2.800E+01 4.000E+01 0.000E+00 11 0

0 0

0 7.200E+01 6.600E+01 2.000E+01 0.000E+00 12 0

0 0

0 7.200E+01 5.400E+01 2.000E+01 0.000E+00 13 0

0 0

0 7.200E+01 4.200E+01 2.000E+01 0.000E+00 14 0

0 0

0 7.200E+01 2.800E+01 2.000E+01 0.000E+00 15 0

0 0

0 7.200E+01 1.160E+02 0.000E+00 0.000E+00 16 0

0 0

0 7.200E+01 6.600E+01 0.000E+00 0.000E+00 17 0

0 0

0 7.200E+01 5.400E+01 0.000E+00 0.000E+00 18 0

0 0

0 7.200E+01 4.200E+01 0.000E+00 0.000E+00 19 0

0 0

0 7.200E+01 2.800E+01 0.000E+00 0.000E+00 20 0

0 0

0 7.200E+01 0.000E+00 0.000E+00 0.000E+00 21 1

1 1

0 0

0 7.200E+01 1.160E+02 -6.000E+00 0.000E+00 22 0

0 0

0 1.800E+01 0.000E+00 6.000E+01 0.000E+00 RB2302FX.L Page 1 of11

b

EQE ENGINEERING SHEET 7 /~ / -

JOB NO.

42112 JOB Ovster Creek A-46 Cane Trav Evaluations

.__BY E#)M-DATE 3'/h #f~

CALC. NO.

COD SUBJECT CK @O DATE 3-22-W 23 0

0 0

0 2.600E+01 0.000E+00 6.000E+01 0.000E+00

~24 0

0 0

0 3.400E+01 0.000E+00 6.000E+01 0.000E+00 25 0

0 0

0 4.200E+01 0.000E+00 6.000E+01 0.000E+00 26 0

0 0

0 4.800E+01 0.000E+00 6.000E+01 0.000E+00 27 0

0 0

0 6.000E+01 0.000E+00 6.000E+01 0.000E+00 29 0

0 0

0 1.800E+01 0.000E+00 4.000E+01 0.000E+00 29 0

0 0'

O O

O 2.600E+01 0.000E+00 4.000E+01 0.000E+00 30 0

0 0

0 3.400E+01 0.000E+00 4.000E+01 0.000E+00 31 0

0 0

0' 4.200E+01 0.000E+00

~4 '. 0 0 0 E+01 0.000E+00 32 0

0 0

0 4.800E+01 0.000E+00 4.000E+01 0.000E+00 33 0

0 0

0 6.000E+01 Os000E+00 4.000E+01 0.000E+00 34 0

0 0

0 0.

0 1.800E+01 0.000E+00 2.000E+01 0.000E+00 35 0

0 0

0 2.600E+01 0.000E+00 2.000F,+01 0.000E+00 36 0

0 0

0 3.400E+01 0.000E+00 2.000E+01 0.000E+00 37 0

0 0

0 4.200E+01 0.000E+00 2.000E+01 0.000E+00 38 0

0 0

0 4.800E+01 0.000E+00 2.000E+01 0.000E+00 39 0

0 0

0 6.000E+01 0.000E+00 2.000E+01 0.000E+00 40 1

1 1

0 0

0 0.000E+00 0.000E+00 6.000E+01 0.000E+00 41 1

1 1

0 0

0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 42 0

0 0

0 1.800E+01 0.000E+00 0.000E+00 0.000E+00 43 0

0 0

0 2.600E+01 0.000E+00 0.000E+00 0.000E+00 44 0

0 0

0 3.400E+01 0.000E+00 0.000E+00 0.000E+00 45 0

0 0

0 4.200E+01 0.000E+00 0.000E+00 0.000E+00 46 0

0 0

0 4.800E+01 0.000E+00 0.000E+00 0.000l+00 47 0

0 0

0 6.000E+01 0.000E+00 0.000E+00 0.000E+00 48 0

0 0

0 7.200E+01 1.160E+02 3.000E+01 0.000E+00 49 0

0 0

0 7.200E+01 0.000E+00 2.000E+01 0.000E+00

- - - PRINT OF EQUATION NUMBERS SUPPRESSED 1****

BEAM ELEMENTS number of beam elements 59

=

number of area property sets

~~

1

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

s 1**** MATERIAL PROPERTIES INDEX E

MU MASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X

Y Z

TEMPERATURE 1 2.90E+07

.300 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.000E+00 1**** AREA PROPERTIES INDEX -------------AREAS--------------

TORSION

--FLEXURAL INERTIAS--

AXIAL SHEAR SHEAR A(1)

A(2)

A(3)

J..)

I(2)

I(3) 1 5.550E-01 3.410E-01 1.710E-01 1.000E-03 2.390E-01 1.860E-01 1

RB2302FX.L Page 2 of11

.J

i l

~

EQE ENGINEERING SHEET 5./- / f JOB NO. 42112 JOB Ovster Creek A.46 CJole Tray Evaluations BY. MN DATE F /6 fi-CALC. NO.

6C b SUBJECT CK b

DATE E-22 Y 1**** STRESS PROPERTIES INDEX ---SECTION MODULI---

S(2)

S(3) 1 2.940E-01 2.030E-01 1**** ELEMENT LOAD FACTORS CASE A CASE B CASE C CASE D X-DIP 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Y-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Z-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO.

I J

K INDEX INDEX A

B C

D I-END J-END NO.

1 40 22 41 1

1 0

0 0

0 2

22 23 41 1

1 0

0 0

0 3

23 24 41 1

1 0

0 0

0 4

24 25 41 1

1 0

0 0

0 5

25 26 41 1

1 0

0 0

0 6

26 27 41 1

1 0

0 0

0 7

27 6

41 1

0 0

8 41 42 40 1

1 0

0 0

0 9

42 43 40 1

1 0

0 0

0 10 43 44 40 1

1 0

0 0

0 11 44 45 40 1

1 0

0 0

0 12 45 46 40 1

1 0

0 0

0 13 46 47 40 1

1 0

0 0

0 14 47 20 40 1

1 0

0 0

0 15 22 28 40 1

1 0

0 0

0 16 28 34 40 1

1 0

0 0

0 17 42 34 40 1

1 0

0 0

0 18 23 29 40 1

1 0

0 0

0 19 29 35 40 1

1 0

0 0

0 20 43 35 40 1

1 0

0 0

0 21 24 30 40 1

1 0

0 0

0 22 30 36 40 1

1 0

0 0

0 23 44 36 40 1

1 0

0 0

, 0 24 25 31 40 1

1 0

0 0

0 25 31 37 40 1

1 0

0 0

0 l

26 45 37 40 1

1 0

0 0

0 l

27 26 32 40 1

1 0

0 0

0 j

28 32 38 40 1

1 0

0 0

0 29 46 38 40 1

1 0

0 0

0 30 27 33 40 1

1 0

0 0

0 31 33 39 40 1

1 0

0 0

0 O

O 1

32 47 39 40 1

1 0

0 0

0 gc 33 6

49 40 1

1 0

0 0

0

{

.n.

RB2302FX.L Page 3 of11

'..L s

,2

.[.j

l EQE ENGINEERING SHEETE./ - /b JOB NO. 42112 JOB Ovster Creek A 46 Cable Trav Evaluations BY @M-DATE k/l= *ff" CALC. NO.

CCk SUBJECT CK kb DATE *U ~I 3

34 20 49 40 1

1 0

0 0

0 35 1

2 15 1

1 0

0 0

0 36 2

3 15 1

1 0

0 0

0 37 3

4 15 1

1 0

0 0

0 38 4

5 15 1

1 0

0 0

0 39 5

6 15 1

1 0

0 0

0 40 15 16 1

1 1

0 0

41 16 17 1

1 1

0 0

42 17 18 1

1 1

0 0

0 0'

0 O

43 18 19 1

1 1

0 0

44 19 20 1

1 1

0 0

45 1

48 6

1 1

0 0

46 48 15 6

1 1

0 0

47 15 21 6

1 1

0 0

48 2

7 6

1 1

0 0

49 7

11 6

1 1

0 0

50 16 11 6

1 1

0 0

51 3

8 6

1 1

0 0

52 8

12 6

1 1

0 0

53 17 12 6

1.

1 0

0 0

0 54 4

9 6

1 1

0 0

55 9

13 6

1 1

0 0

56 18 13 6

1 1

0 0

~

57 5

10 6

1 1

0 0

4 58 10 14 6

1 1

0 0

59 19 14 6

1 1

0 0

1**** BANDWIDTH MINIMIZATION minbnd (bandwidth control parametor) 1

=

bandwidth before resequencing 276

=

bandwidth after resequencing 30

=

- - - Hard disk file size informationfor processor:

.c Available hard disk space on drive =

37.183 megabytes 1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS f.-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MCMENT MOMENT 7

1 0.000E+00 -2.200E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8

1 0.000E+00 -2.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9

1 0.000E+00 -1.900E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 10 1 0.000E+00 -1.220E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

11 1 0.000E+00 -3.300E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

12 1.0.000E+00 -9.800E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

13 1 0.000E+00 -5.900E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

14 1 0.000E+00 -2.170E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 28 1 0.000E+00 -5.700E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 29 1 0.000E+00 -5.700E+01 0.000E+00 0.300E+00 0.000E+00 0.000E+00 30 1 0.000E+00 -5.700E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 31 1 0.000E+00 -4.090E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 RB2302FX.L Page 4 of11

I 1

I l

I EQE ENGINEERING SHEET 3. /- / 7 JOB NO.

4?ll2 JOB Ovster Creek A-16 Cable Trav Evaluations BY ~2D A DATE M ~8 "

CALC.NO.

Oo1 SUblECT b

CK DATE 3-24 4 36 1 0.000L+00 -5.700E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 38 1 0.000E+00 -1.140E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 39 1 0.000E+00 -1.140E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 49 1 0.000E+00 -4.130E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 7

2 9.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8

2 9.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9

2 8.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 10 2 5.200E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

'~~

11 2 1.400E+01 0.000E+00' O.000E+00 0.000E+00 0.000E+00 0.000E+00 12 2 4.200E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 13 2 2.500E+01 0.000E+00 0.000E+00 0,000E+00 0.000E+00 0.000E+00 14 2 9.200E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 28 2 2.400E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 29 2 2.400E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

{

30 2 2.400E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 31 2

1.740E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 36 2 2.400E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 38 2 4.900E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0,000E+00 1

39 2

4.900E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

49 2 1.760E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 7

3 0.000E+00 0.000E+00 9.000E+00 0.000E+00 0.000E+00 0.000E+00 8

3. 0.000E+00 0.000E+00 9.000E+00 0.000E+00 0.000E+00 0.000E+00 9

3 0.000E+00 0.000E+00 8.000E+00 0.000E+00 0.000E+00 0.000E+00 10 3 0.000E+00 0.000E+00 5.200E+01 0.000E+00 0.000E+00 0.000E+00 11 3 0.000E+00 0.000E+00 1.400E+01 0.000E+00 0.000E+00 0.000E+00 12 3 0.000E+00 0.000E+00 4.200E+01 0.000E+00 0.000E+00 0.000E+00 13 3 0.000E+00 0.000E+00 2.500E+01 0.000E+00 0.000E+00 0.000E+00 14 3 0.000E+00 0.000E+00 9.200E+01 0.000E+00 0.000E+00 0.000E+00 28 3 0.000E+00 0.000E+00 2.400E+01 0.000E+00 0.000E+00 0.000E+00 29 3 0.000E+00 0.000E+00 2.400E+01 0.000E+00 0.000E+00 0.000E+00 30 3 0.000E+00 0.000E+00 2.400E+01 0.000Et00 0.000E+00 0.000E+00 31 3 0.000E+00 0.000E+00 1.740E+02 0.000E+00 0.000E+00 0.000E+00 36 3 0.000E+00 0.000E+00 2.400E+01 0.000E+00 0.000E+00 0.000E+00 38 3 0.000E+00 0.000E+00 4.900E+01 0.000E+00 0.000E+00 0.000E+00 39 3 0.000E+00 0.000E+00 4.900E+01 0.000E+00 0.000E+00 0.000E+00 49 3 0.000E+00 0.000E+00 1.760E+02 0.000E+00 0.000E+00 0.000E+00 7

4 9.000E+00 -2.200E+01 9.000E+00 0.000E+00 0.000E+00 0.000E+00 8

4 9.000E+00 -2.000E+01 9.000E+00 0.000E+00 0.000E+00 0.000E+00 9

4 8.000E+00 -1.900E+01 8.090E+00 0.000E+00 0.000E+00 0.000E+00 10 4 5.200E+01 -1.220E+02 5.200E+01 0.000E+00 0.000E+00 0.000E+00 11 4 1.400E+01 -3.300E+01 1.400E+01 0.000E+00 0.000E+00 0.000E+00 12 4 4.200E+01 -9.800E+01 4.200E+01 0.000E+00 0.000E+00 0.000E+00 13 4 2.500E+01 -5.900E+01 2.500E+01 0.000E+00 0.000E+00 0.000E+00 l

14 4

9.200E+01 -2.170E+02 9.200E+01 0.000E+00 0.000E+00 0.000E+00 l

28 4 2.400E+01 -5.700E+01 2.400E+01 0.000E+00 0.000E+00 0.000E+00 29 4

2. 4 00E+01 - 5. 700E+01 2.400E+01 0.000E+00 0.000E+00 0.000E+00 30 4 2.400E+01 -5.700E+01 2.400E+01 0.000E+00 0.000E+00 0.000E+00 31 4

1.740E+02 -4.090E+02 1.740E+02 0.000E+00 0.000E+00 0.000E+00

'36 4 2.400E+01 -5.700E+01 2.400E+01 0.000E+00 0.000E+00 0.000E+00 38 4 4.900E+01 -1.140E+02 4.900E+01 0.000E+00 0.000E+00 0.000E+00 39 4

4.900E+01 -1.140E+02 4.900E+01 0.000E+00 0.000E+00 0.000E+00 49 4

1.760E+02 -4.130E+02 1.760E+02 0.000E+00 0.000E+00 0.000E+00 l

RB2302FX.L Page 5 of 11 l

EQE ENGINEERLNG sl{EET1/*/b JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY TEDd DATE b/6 CALC.NO. OC 1 SUBJECT CK N

DATE 3 -27Af 1**** ELEMENT LOAD MULTIPLIERS load case case A case B case C case D I

1.000E+00 1.000E+00 1.000E+00 1.000E+00 2

0.000E+00 0.000E+00 0.000E+00 0.000E+00 3

0.000E+00 0.000E+00 0.000E+00 0.000E+00

'~~

4 0.000E+00 0.000E+00 0.000E+00 0.000E+00

- - - EQUATION PARAMETERS Number of equations =

282 i

Minimum bandwidth =

1 i

Maximum bandwidth =

30 Average bandwidth =

17 Storage required (bytes )

41592

=

Total memory allocated (bytes) 4538312

=

Total memory free (bytes) 4522392

=

- - - Proceeding with in-core fast solver...

- - - Begin in-core solution

- - - load case #1

- - - load case #2

- - - load case #3

- - - load case #4

- - - End in-core solution 1**** STATIC ANALYSIS LOAD CASE =

1 Displacements / Rotations (degrees) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation etation rotation rotation 1

0.0000E+00 0.0000E+00 0.0000E+00 -7.8420E-02 7.9802E-03 -3.7303E-01 2 -2.6551E-01 -2.1432E-03 -4.3329E-02 -1.2931E-02 -6.6375E-02 -1.6480E-01 3

-2.8884E-01 -2.6348E-03 -3.6060E-02 -5.4394E-02 -7.2446E-02 -5.2823E-02 4

-2.8621E-01 -3.0931E-03.2.7684E-02 -3.9260E-02 -7.1933E-02 8.3159E-02 5

-2.4361E-01 -3.5994E-03 -1.8578E-02 -6.3914E-02 -6.1318E-02 2.7217E-01 6

1.2110E-04 -4.3467E-03 -1.0315E-02 -1.4110E-01 3.1522E-03 7.4835E-01 7

-2.4233E-01 -2.0638E-02 -4.3391E-02 -7.0406E-02 -6.6398E-02 -1.4999E-01 8

-2.6355E-01 -3.6361E-02 -3.5992E-02 -1.0601E-01 -7.2458E-02 -4.7900E-02 9

-2. 6110E-01 -2. 8715E-02 -2. 764 9E-02 -0.3404E-02 -7.1949E-02 7.6072E-02 10 -2.2220E-01 -6.7902E-02 -1.8522E-02 -1.9187E-01 -6.1351E-02 2.4837E-01 l

11

-2.1915E-01'-4.1786E-02 -4.3454E-02 -4.4371E-02 -6.6404E-02 -1.3518E-01 12

-2.3826E-01 -5.996sE-02 -3.5923E-02 -1.1185E-02 -7.2458E-02 -4.2976E-02 i

13 -2.3596E-01 -5.0098E-C2 -2.7614E-02 -2.9007E-02 -7.1949E-02 6.8986E-02 l

14

-2.0079E-01 -9.3238E-02 -1.8467E-02 6.9273E-02 -6.1350E-02 2.2457E-01 15

-1.4414E-03 -5.2715E-02 1.8058E-05 3.8887E-01 -1.2025E-02 -2.7356E-01 i

16 -1.9598E-01 -5.5411E-02 -4.3516E-02 -5.1670E-02 -6.6394E-02 -1.2038E-01 17 -2.1297E-01 -5.6040E-02 -3.5854E-02 -2.0591E-02 -7.2446E-02 -3.8052E-02 18

-2.1087E-01 -5.6614E-02 -2.7579E-02 -4.1772E-02 -7.1933E-02 6.1899E-02 RB2302FX.L Page 6 of11

l EQE ENGINEERING SHEET 7.I- /9 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY_*ED k DNE @// -@~

~

CALC. NO. OCb SUBJECT CK hb DATE 3-2 Z-M~

19

-1.7938E-01 -5.7244E-02 -1.8411E-02 -6.7049E-04 -6.1314E-02 2.0077E-01 20 3.5365E-05 -5.8180E-02 -1.0779E-02 1.5552E-01 5.5572E-03 5.5035E-01 21 0.0000E+00 0.0000E+00 0.0000E+00 5.4250E-01 -1.4027E-02 -2.7356E-01 22 3.6649E-05 -2.6313E-01 -4.7640E-03 -5.1052E-02 9.0638E-03 -6.6874E-01 23 5.1535E-05 -3.4012E-01 -5.8990E-03 -3.9322E-02 6.4421E-03 -4.1265E-01 24 6.5428E-05 -3.7632E-01 -6.7744E-03 -1.2391E-01 5.3421E-03 -8.9952E-02 25 7.8500E-05 -3.6397E-01 -7.5415E-03 -6.8865E-01 4.9009E-03 2.7427E-01 26 8.7741E-05 -3.2088E-01 -8.0942E-03 -1.3343E-01 5.1947E-03 5.2423E-01

~~"

27 1.0505E-04 -1.7486E-01 -9.3530E-03 -1.7440E-01 4.9667E-0}- 8.0274E-01 28

-6.7202E-04 -2.7404E-01 -4.7640E-03 1.1744E-02 -2.9210E-03 -6.2621E-01 29

-4.5794E-04 -3.4687E-01 -5.8990E-03 2.3891E-02 -2.0479E-03 -3.9534E-01 30

-3.6119E-04 -4.0888E-01 -6.7745E-03 -2.7873E-02 -1.6775E-03 -1.0260E-01 31

-3.1785E-04 -5.5565E-01 -7.5419E-03 -2.4284E-01 -1.5157E-03 2.2857E-01 32

-3.<641E-04 -3.6002E-01 -8.0922E-03 -6.7697E-02 -1.5467E-03 4.5845E-01 33

-2.1589E-04 -2.2886E-01 -9.3565E-03 -1.1174E-01 -1.8768E-03 7.2461E-01 34 7.1108E-04 -2.5147E-01 -4.7640E-03 1.0599E-01 -2.9211E-03 -5.8368E-01 35 5.1438E-04 -3.1999E-01 -5.8990E-03 1.1851E-01 -2.0479E-03 -3.7802E-01 36 4.3688E-04 -3.8544E-01 -6.7746E-03 1.6214E-01 -1,6749E-03 -1.1524E-01 37 4.0638E-04 -5.0865E-01 -7.5422E-03 4.2888E-01 -1.5196E-03 1.8286E-01 38 4.0690E-04 -3.5436E-01 -8.0902E-03 1.2333E-01 -1.6094E-03 3.9267E-01 39 5.9532E-04 -2.3904E-01 -9.3599E-03 7.6643E-02 -1.5200E-03 6.4648E-01 40 0.0000E+00 0.0000E+00 0.0000E+00 -5.1052E-02 1.8096E-02 -9.1373E-01 41 0.0000E+00 0.0000E+00 0.0000E+00 1.3743E-01 1.8096E-02 ~7.1184E-01 42 2.4671E-06 -2.0696E-01 -4.7640E-03 1.3743E-01 9.0636E-03 -5.4115E-01 43 4.9656E-06 -2.7104E-01 -5.8990E-03 1.5031E-01 6.4418E-03 -3.6070E-01 44 8.4572E-06 -3.0608E-01 -6.7747E-03 2.5766E-01 5.3498E-03 -1.2789E-01 45 1.2770E-05 -3.0577E-01 -7.5426E-03 6.5031E-01 4.8890E-03 1.3715E-01 46 1.6568E-05 -2.8087E-01 -8.0882E-03 2.5117E-01 5.0068E-03 3.2689E-01 47 2.5335E-05 -1.8226E-01 -9.3634E-03 2.0227E-01 6.0369E-03 5.6835E-01 48

-3.3393E-03 -8.7526E-02 9.0288E-06 -1.5167E-01 3.0148E-03 -3.2330E-01 49 6.7366E-04 -1.2928E-01 -1.0624E-02 7.9374E-02 -9.1475E-04 6.1635E-01 l

l l

RB2302FX.L Page 7 of 1i j

EQE ENGINEERING SHEET EI-2 0 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY Mk DATE 3*~b *I *~

S CALC, NO.

CO k SUBJECT CK b DATE 3 22-V 1**** STATIC ANALYSIS LOAD CASE =

2 Displacements / Rotations (degrees) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotation 1

0.0000E+00 0.0000E+00 0.0000E+00 -1.8663E-03 -1.7574E-02 3.5302E-01 2

2.3490E-01 -5.9085E-05 -1.7080E-03 -1.0373E-05 -1.0925E-01 9.9332E-02 3

2.4246E-01 -7.3097E-05 -1.5204E-03 -1.3135E-03 -1.5157E-01 -3.0660E-02 2.2178E-01 -8.7048E-05 -1.2558E-03 -1.2774E-03 -1.1849E-01 -1.6524E-01 4

5 1.6391E-01 -1.0329E-04 -9.2390E-04 -1.5417E-03 -2.7772E-01 -3.0191E-01 6

1.1433E-03 -1.3575E-04 -3.0485E-05 -1.8542E-03 -1.2500E-02 -2.6712E-01 7

2.7108E-01 -3.3997E-04 -1.7116E-03 -1.4329E-03 -9.1537E-02 1.0885E-01 8

2.9177E-01 -5.8698E-04 -1.5181E-03 -1.5696E-03 -1.1870E-01 -3.5342E-02 9

2.6058E-01 -5.6876E-04 -1.2558E-03 -1.4573E-03 -9.5427E-02 -1.8441E-01 10 2.4908E-01 -6.3893E-04 -9.2446E-04 -1.5140E-03 -1.7036E-01 -3.3407E-01 11 2.9655E-01 -9.5062E-04 -1.7153E-03 -1.8998E-03 -5.3399E-02 1.1837E-01 12 3.1969E-01 -1.1287E-03 -1.5158E-03 -1.4733E-03 -3.4582E-02 -4.0024E-02 13 2.8488E-01 -1.0878E-03 -1.2557E-03 -1.4914E-03 -4.0372E-02 -2.0358E-01 14 2.6853E-01 -1.1515E-03 -9.2503E-04 -1.4097E-03 6.7074E-02 -3.6623E-01 15 3.1522E-03 -1.4834E-03 4.3223E-07 1.1035E-02 2.6294ELO2 4.6250E-01 16 3.1029E-01 -1.5574E-03 -1.7189E-03 -1.4109E-03 -3.2857E-02 1.2788E-01 17 3.1955E-01 -1.5754E-03 -1.5135E-03 -1.0245E-03 1.6472E-02 -4.4706E-02 18 2.9124E-01 -1.5934E-03 -1.2557E-03 -1.3799E-03 ~7.8864E-03 -2.2275E-01 19 2.1414E-01 -1.6144E-03 -9.2559E-04 -1.2290E-03 1.9651E-01 -3.9839E-01 20 1.4621E-03 -1.6565E-03 -4.5965E-04 -9.7268E-04 6.9451E-02 -3.4781E-01 21 0.0000E+00 0.0000E+00 0.0000E+00 1.5234E-02 3.0678E-02 4.6250E-01 21 3.8969E-04 3.9208E-02 1.8444E-03

1. 0790E-02 -8. 68 08E-03 1.0759E-01 23 5.5497E-04 5.3529E-02 2.7221E-03 1.4405E-02 -6.9413E-03 8.0450E-02 24 7.1236E-04 6 1.371E-02 3.4834E-03 1.6758E-02 -7.3111E-03 4.3435E-02 25 8.5885E-04 6.4355E-02 4.8939E-03 1.7450E-02 -2.6812E-02 -3.4513E-03 26 9.2211E-04 6.1921E-02 5.7953E-03 1.6641E-02 -2.4249E-03 -4.5091E-02 27 1.0390E-03 4.2518E-02 3.9324E-03 1.0893E-02 1.7474E-02 -1.4501E-01 28 5.0953E-03 4.2972E-02 1.8679E-03 1.0780E-02 -6.5282E-03 1.1786E-01 29 4.8335E-03 5.7558E-02 2.7247E-03 1.4409E-02 -5.8576E-03 8.8031E-02 30 7.4618E-03 6.7222E-02 3.5750E-03 1.6763E-02 -1.5157E-02 4.7349E-02 31 3.1316E-02 7.0447E-02' 4.9324E-03 1.7455E-02 -5.5414E-02 -4.1807E-03 32 6,6257E-03 6.7731E-02 5.6401E-03

1. 664 8E-02 -2. 0709E-02 -4. 9947E-02 33 4.1226E-03 4.6323E-02 4.0637E-03 1.0905E-02 -2.2628E-02 -1.5978E-01 34 3.0510E-03 4.6735E-02 1.8913E-03 1.0780E-02 1.2275E-02 1.2813E-01 35 2.7725E-03 6.2588E-02 2.7272E-03 1.4409E-02 1.1663E-02

9. 5 612E-02 36 6.4802E-03 7.3073E-02 3.6666E-03 1.6763E-02 1.9266E-02 5.1264E-02 37 2.1162E-02 7.6541E-02 4.9710E-03 1.7455E-02 7.7413E-02 -4.9102E-03 38 9.1238E-03 7.3543E-02 5.5009E-03 1.6648E-02 1.5942E-02 -5.4803E-02 39 8.6345E-03 5.0130E-02 4.1950E-03 1.0907E-02 9.2895E-03 -1.7455E-01 4'O 0.0000E+00 0.0000E+00 0.0000E+00 1.0790E-02 -4.5207E-03 1.3257E-01 41 0.0000E+00 0.0000E+00 0.0000E+00 1.0790E-02 -7.4584E-03 1.7082E-01 4.3574E-04 5.0500E-02 1.9147E-03 1.0790E-02 -3.2568E-03 1.3841E-01 43 6.2538E-04 6.7617E-02 2.7298E-03 1.4405E-02 -5.3647E-03 1.0319E-01 44 8.1099E-04 7.8924E-02 3.7583E-03 1.6758E-02 -6.0166E-03 5 5179E-02 RL2302FX.L Page 8 of 11

EQE ENGINtrKING SHEET 5I-3 /

JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY 73M DATE 3~ b - M CALC. NO.

00 L ___ SUBJECT CK

@b DATE 3-22-W i

45 9.8364E-04 8.2633E-02 5.0095E-03 1.7450E-02 2.0176E-03 -5,6397E-03 46 1.0949E-03 7.9353E-02 5.3538E-03 1.6641E-02 3.4307E-03 -5.9659E-02 47 1.290(E-03 5.3936E-02 4.3264E-03 1.0896E-02 9.1278E-03 -1.8932E-01 48 7.3184E-03 -2.4304E-03 2.1612E-07 -4.3745E-03 -6.5628E-03 4.0776E-01 49 3.9526E-02 -1.2551E-03 -3.1659E-04 1.3176E-03 5.9073E-02 -3.2091E-01 1**** STATIC ANALYSIS LOAD CASE =

3 Displacements / Rotations (degrees ) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotiation 1

0.0000E+00 0.0000E+00 0 0000E+00 -2.7289E-01 6.9761E-05 -9.1374E-04 2

-7.3615E-04 4.9098E-04 4.0096E-01 -2.3255E-01 4.7633E-04 -7.0200E-04 3

-8.7186E-04 5.5068E-04 4.4300E-01 -1.3715E-01 3.8075E-04 -5.J867E-04 4

-9.8133E-04 5.7652E-04 4.6772E-01 -8.0051E-02 1.5167E-04 -4.5152E-04 5

-1.0693E-03 5.8223E-04 4.8293E-01 -2.4515E-02 -3.7704E-04 -2.6183E-04 6 -1.0988E-03 5.7507E-04 4.7727E-01 2.0032E-02 -1.0259E-01 1.3706E-04 7

-9.0249E-04 -1.3663E-02 4.0093E-01 9.3895E-02 4.7666E-04 -6.3827E-04 8

-1.0048E-03 -7.6165E-03 4.4306E-01 5.6816E-02 3.8099E-04 -3.2434E-04 9 -1.0344E-03 -2.9431E-03 4.6774E-01 3.9151E-02 1.5207E-04 5.6710E-05 10 -9.5371E-04 1.3199E-03 4.8302E-01 2.0856E-02 -2.9960E-04 5.8595E-04 11

-1.0689E-03 2.8317E-02 4.0090E-01 8.9070E-02 4.7660E-04 -5.7454E-04 12

-1.1378E-03 1.8236E-02 4.4310E-01 5.7770E-02 3.8099E-04 -6.0003E-05 13 -1.0875E-03 1.4319E-02 4.6775E-01 3.9021E-02 1.5207E-04 5.6494E-04 14

-8.5159E-04 9.9742E-03 4.8305E-01 2.0843E-02 -2.9984E-04 1.4337E-03 15

-1.7511E-05 1.1286E-02 4.0426E-05 -1.4001E-01 -1.0434E-04 -1.8401E-03 16

'1.2352E-03 1.0795E-02 4.0085E-01 -2.4703E-01 4.7617E-04 -5.1080E-04 17

-1.2708E-03 1.0735E-02 4.4309E-01 -1.3429E-01 3.8075E-04 2.0433E-04 18 -1.1405E-03 1.0'09E-02 4.6772E-01 -8.0442E-02 1.5166E-04 1.0732E-03 19 -7.3583E-04 1.0703E-02 4.8296E-01 -2.4554E-02 -3.7776E-04 2.2815E-03 20 1.0995E-03 2.0710E-02.4.7738E-01 1.9855E-02 -1.0301E-01 5.4036E-03 21 0.0000E+00 0.0000E+00 0.0000E+00 -9.6772E-02 -1.2176E-04 -1.8401E-03 22

-5.7336E-04 1.8939E-04 2.5863E-01 2.8174E-03 -4.8448E-01 5.8503E-04 23 -7.5315E-04 2.6917E-04 3.1819E-01 4.0239E-03 -3.2851E-01 5.5474E-04 24

-8.8215E-04 3.4384E-04 3.6106E-01 5.1875E-03 -2.4740E-01 5.1182E-04 25

-9.7304E-04 4.1164E-04 3.9389E-01 6.2923E-03 -1.8752E-01 4.5638E-04 26 -1.0196E-03 4.5693E-04 4.1292E-01 7.0739E-03 -1.6162E-01 4.0650E-04 27

-1.0754E-03 5.3004E-04 4.4857E-01 8.5061E-03 -1.4094E-01 2.8638E-04 28 3.7129E-02 1.1722E-03 2.5865E-01 2.8142E-03 1.5700E-01 3.6508E-03 29 2.4994E-02 1.6738E-03 3.1820E-01 4.0240E-03 1.0556E-01 3.5241E-03 30 1.8709E-02 2.1547E-03 3.6109E-01 5.,1877 E-03 7.8543E-02 3.3509E-03 31 1.3988E-02 2.6081E-03 3.9401E-01 6.2924E-03 5.8953E-02 3.1312E- 03 32 1.1933E-02 2.9263E-03 4.1294E-01, 7.0742E-03 5.0506E-02 2.9358E-03 33 1.0359E-02 3.4955E-03 4.4860E-01 8.4880E-03 4.3394E-02 2.4667E-03 34

-3.7127E-02 2.1544E-03 2.5863E-01 2.8142E-03 1.5700E-01 6.7165E-03 35

-2.5014E-02 3.0784E-03 3.1819E-01 4.0240E-03 1.0553E-01 6.4935E-03 36 -1.8612E-02 3.9655E-03 3.6108E-01 5.1877E-03 7.8680E-02 6.1900E-03 37

-1.4052E-02 4.8046E-03 3.9391E-01 6.2924E-03 5.8861E-02 5.8060E-03 38

-1,2096E-02 5.3956E-03 4.1297E-01 7.0742E-03 5.0272E-02 5.4651E-03 1

i RB2302FX.L Page 9 of11 t

??

EQE ENGINEERING SHEETY.I-2 7-JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY D M DATE W l,#5-CALC.NO.

CO 7-SUBJECT CK N

DATE 3-2 2 -I 39

-1.0375E-02 6.4577E-03 4.4864E-01 8.4877E-03 4.3369E-02 4.6470E-03 40 0.0000E+00 0.0000E+00 0.0000E+00 2.8174E-03 -9.8605E-01 6.1087E-04 41 0.0000E+00 0.0000E+00 0.0000E+00 2.8174E-03 -9.8598E-01 1.0078E-02 42 5.7353E-04 3.1372E-03 2.5862E-01 2.8174E-03 -4.8447E-01 9.7822E-03 43 7.5339E-04 4.4831E-03 3.1818E-01 4.0239E-03 -3.2860E-01 9.4629E-03 44 8.8247E-04 5.7763E-03 3.6105E-01 5.1875E-03 -2.4699E-01 9.0291E-03 45 9.7343E-04 7.0010E-03 3.9381E-01 6.2923E-03 -1.8779E-01 8.4808E-03 46 1.OR00E-03 7.8649E-03 4.1293E-01 7.0739E-03 -1.6232E-01 7.9943E-03 47 1.0759E-03 9.4230E-03 4.4861E-01 8.5054E-03 -1.4101E 6.8274E-03 48

-2.9045E-05 -1.1750E-02 2.0213E-05 1.1786E-01 2.6040E-05 -1.3769E-03 49

-7.4572E-03 6.5653E-03 4.7749E-01 6.39Q3E-03 3.0765E-02 3.6481E-03 1**** STATIC ANALYSIS LOAD CASE =

4 Displacements /Ro tations (degrees ) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotation 1

0.0000E+00 0.0000E+00 0.0000E+00 -3.5317E-01 -9.5242E-03 -2.0926E-02 2

-3.1348E-02 -1.7113E-03

3. 5592E-01 -2. 4 54 9E-01 -1. 7515E-01 -6. 6168E-02 3

-4.7253E-02 -2.1572E-03 4.0542E-01 -1.9285E-01 -2.2363E-01 -8.4072E-02 4

-6.5412E-02 -2.6036E-03 4.3879E-01 -1.2059E-01 -1.9027E-01 -8.2533E-02 S

-8.0775E-02 -3.1205E-03 4.6343E-01 -8.9971E-02 -3.3941E-01 -3.0003E-02 6

1.6554E-04 -3.9073E-03 4.6693E-01 -1.2292E-01 -1.1193E-01 4.8137E-01 7

2.7842E-02 -3.4641E 3.5583E-01 2.2056E-02 -1.5746E-01 -4.1780E-02 8

2.7209E-02 -4.4564E-02 4.0555E-01 -5.0767E-02 -1.9078E-01 -8.3566E-02

-1.5585E-03 -3.2226E-02 4.3884E-01 -4.5711E-02 -1.6722E-01 -1.0828E-01 10 2.5925E-02 -6.7221E-02 4.6358E-01 -1.7253E-01 -2.3201E-01 -8,5116E-02 11 7.6329E-02 -1.4420E-02 3.5573E-01 4.2800E-02 -1.1933E-01 -1.7391E-02 12 0.0296E-02 -4.2861E-02 4.0566E-01 4.5112E-02 -1.0666E-01 -8.3060E-02

' ~

t 13 4.7811E-02 -3.6867E-02 4.3888F-01 '8.5222E-03 -1.1217E-01 -1.3403E-01 14 6.68930-02 -8.4416E-02 4.6366E-01 8.8707E-02 5.42475-03 -1.4023E-01 15 1.6983E-03 -4.2912E-02 5.8916E-05 2.5990E-01 1.4165E-02 1.8710E-01 16 1.1308E-01 -4.6174E-02 3.5561E-Gi -3.0011E-01 -9.8774E-02 6.9969E-03 17 1.0531E-01 -4.6880E-02 4.0573E-01 -1.5590E-01 -5.5593E-02 -8.2554E-02 18 7.9232E-02 -4.7498E-02 4.3889E-01 -1.2359E-01 -7.9668E-02 -1.5977E-01 19 3.4024E-02 -4.8155E-02 4.6362E-01 -2.6453E-02 1.3482E-01 -1.9534E-01 20 2.5969E-03 -4.9127E-02 4.6614E-01 1.7440E-01 -2.8003E-02 2.0794E-01 l

21 0.0000E+00 0.0000E+00 0.0000E+00 4.6096E-01 1.6528E-02 1.8710E-01 22

-1.4703E-04 -2.2373E-01 2.5571E-01 -3.7444E-02 -4.8410E-01 -5.6056E-01 23

-1.4665E-04 -2.8732E-01 3.1501E-01 -2.0892E-02 -3.2901E-01 -3.3165E-01 l

24

-1.0436E-04 -3.1460E-01 3.5777E-01 -1.0197E-01 -2.4937E-01 -4.6006E-02 25

-3.5693E-05 -2.9920E-01 3.9124E-01 -6.6491E-01 -2.0943E-01 2.7128E-01 26

-9.7175E-06 -2.5850E-01 4.1062E-01 -1. 0972E-01 -1. 5885E-01 4.7955E-01 27 6.8686E-05 -1.3181E-01 4.4315E-01 -1.5500E-01 -1.1850E-01 6.5801E-01 28 4.1553E-02 -2.2990E-01 2.5575E-01 2.5338E-02 1.4755E-01 -5.0469E-01 29 2.9370E-02 -2.8764E-01 3.1503E-01 4.2323E-02 9.7657E-02 -3.0378E-01 30 2.5809E-02 -3.3951E-01 3.5789E-01 -5.9227E-03 6.1708E-02 -5.1898E-02 31 4.4986E-02 -4.8259E-01 3.9140E-01 -2.1909E-01 2.0239E-03 2.2752E-01 32 1.8212E-02 -2.8937E-01 4.1050E-01 -4.3975E-02 2.8251E-02 4.1144E-01 RB2302FX.L Page 10 of11

~

p c' 9n

EQE ENGINEERING SHEET 3.l~d 3 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY DN DATE 3-/hN CALC.NO. o O'7. -

SUBJECT CK N DATE 3-12T 33 1.4265E-02 -147904E-01 4.4331E-01 -9.2345E-02

1. 8 8 9.0 E-02 5.6729E-01 34

-3.3365E-02 -2.0258E-01 2.5576E-01 1.1958E-01 1.6635E-01 -4.4883E-01 35 -2.1727E-02 -2.5432E-01 3.1502E-01 1.3695E-01 1.1515E-01 -2.7591E-01 36 -1.1695E-02 -3.0840E-01 3.5797E-01 1.8410E-01 9.6271E-02 -5.7790E-02 37 7.5160E-03 -4.2730E-01 3.9134E-01 4.5263E-01 1.3475E-01 1.8375E-01 38

-2.5654E-03 -2.7542E-01 4.1038E-01 1.4705E-01 6.4605E-02 3.4333E-01 39

-1.1455E-03 -1.8245E-01 4.4347E-01 9.6037E-02 5.1138E-02 4.7657E-01 40-0.0000E+00 0.0000E+00 0.0000E+00 -3.7444E-02 -9.7247E-01 -7.8055E-01

'~"

41 0.0000E+00 0.0000E+00 0.0000E+00 1.5104E-01 -9.7534E-01.-5.3094E-01 42 1.0117E-03 -1.5332E-01 2.5577E-01 1.5104E-01 -4.7866E-01 -3.9296E-01 43 1.3837E-03 -1.9894E-01 3.1501E-01 1.687.4E-01 -3.2752E-01 -2.4805E-01 44 1.7019E-03 -2.2138E-01 3.5803E-01 2.7961E-01 -2.4766E-01 -6.3682E-02 45 1.9698E-03 -2.1613E-01 3.9128E-01 6.7405E-01 -1.8089E-01 1.3999E-01 46 2.1314E-03 -1.9366E-01 4.1020E-01 2.7489E-01 -1.5388E-01 2.7523E-01 47 2.3917E-03 -1.1890E-01 4.4357E-01 2.2167E-01 -1.2585E-01 3.8586E-01 48 3.9500E-03 -1.0171E-01 2.9458E-05 -3.8189E-02 -3.5220E-03 8.3086E-02 49 3.2743E-02 -1.2397E-01 4.6655E-01 8.4446E-02 8.8923E-02 2.9909E-01 1**** TEMPORARY FILE STORAGE (MEGABYTES)

UNIT No.

7:

.009 UNIT No.

8:

.003 UNIT NO.

9:

.000 UNIT No. 10 :

.000 UNIT No. 11 :

.003 UNIT No. 12 :

.009 UNIT No. 13 :

.000 UNIT No. 14 :

.002 UNIT NO. 15 :

.000 UNIT No. 17 :

.000 TOTAL

.026 1**** End of file i

RB2302FX.L Page 11 of 11 9

o

EQE ENGINEERING SHEET 7./-2.h JOB NO.

42112 JOB Chster Creek A.46 Cable Tray Evaluations BY Mrb DATE 3-/6-#f~

CALC. NO.

CC L SUBJECT b

DAIS 3 -7.1 M CK 1**** Algor (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H DATE: FEBRUARY 14,1935 TIME: 10:11 AM INPUT FILE.............rb2302fx

'~~

1**** BEAM ELEMENTS number of beam elements

=

59 number of area property sets

=

1 number of fixed end force sets

=

0 number of materials

=

1 number of intermediate load sets

=

0 1**** BF"* ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING BENDING No.

(MODE)

FORCE FORCE FORCE MOMENT MOMENT MOMENT R1 R2 R3 M1 M3

___M2 1

1 -3.277E+01 -5.249E+00_ _1.829E+02 0.000E+00 0.000E+00 0.000E+00

- 3.277E+01 5.249E+00 -1.829E+02 0.000E+00 -3.293E+03 -9.448E+01 1

_2 -3.484E+02 -2.418E+00 -1.865E+01 0.000E+00 0.000E+00 0.000E+00 3.484E+02 ~ 2.418E+00 1.865E+01 0.000E+00 3.357E+02 -4.352E+01 1

3 5.127E+02 2.915E+02 -1.929E-01_ 0.000E+00 0.000E+00 0.000E+00

-5.127E+02 -2.915E+02 1.929E-02 0.000E+00 3.472E-01 5.247E+03 1

4 1.315E+02 2.838E+02 1.643Et02 0.000E+00 0.000E+00 0.000E+00

-1.315E+02 -2.838E+02 -1.643E+02 0.000E+00 -2.957E+03 5.109E+03 2

1 -2.995E+01 -5.249E+00 1.449E+02 -2.854E-01 3.293E+03 9.855E+00 2.995E+01 5.249E+00 -1.449E+02 2.854E-01 -4.452E+03 -5.185E+01 2

2 -3.325E+02 -2.127E+01 -1.865E+01 -8.797E-02 -3.358E+02 -1.055E+02 3.325E+02 2.127E+01 1.865E+01 8.797E-02 4.850E+02 -6.460E+01 2

3 3.617E+02 2.795F+02 -2.027E-02 -2.936E-02 -3.770E-01 -7.173E+02

-3.617E+02 -2.795E+02 2.027E-02 2.936E-02 5.392E-01 2.953E+03 2

4 -7.687E-01 2.530E+02 1.263E+02 -4.028E-01 2.956E+03 -8.130E+02 7.687E-01 -2.530E+02 -1.263E+02 4.028E-01 -3.'966E+03 2.837E+03 3

1 -2.795E+01 -5.260E+00 1.069E+02 2.058E+00 4.452E+03 -8.096E+00 2.795E+01 5.260E+00 -1.069E+02 -2.058E+00 -5.307E+03 -3.399E+01 3

2 -3.167E+02 -2. 333E+01 -1. 865E+01 -5. 72 6E-02 -4. 851E+02 -8. 899E+01 3.167E+02 2.333E+01 1.865E+01 5.726E-02 6.343E+02 -9.769E+01 3

3 2.595E+02 2.665E+02 -2.023E-02.-2.832E-02 -5.681E-01 1.114E+02

-2.595E+02 -2.665E+02 2.023E-02 '2.832E-02 7.299E-01 2.020E+03 3

4 -8,507E+01 2.379E+02 8.826E+01 1.973E+00 3.966E+03 1.437E+01 8.507E+01 -2.379E+02 -8.926E+01 -1.973E+00 -4.672E+03 1.889E+03

. RB1302FX.S Page 1 of 21 a

4

' '(1

EQE ENGINEERING SHEETS /-M JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY ED4-DAE 3-/6 8'~

CALC. NO.

001' SUBJECT CK DAE 3*U*

4 1 -2.630E+01 -5.194E+00 5.001E+01 1.374E+01 5.307E+03 -1.558E+01 2.630E+01 5.194E+00 -5.001E+01 -1.374E+01 -5.708E+03 -2.597E+01 4

2 -2.947E+02 -9.705E+01 -1.865E+01 -1.683E-02 -6.344E+02 -1.587E+02 2.947E+02 9.705E+01 1.865E+01 1.683E-02 7.836E+02 -6.177E+02 4

3 1.829E+02 2.463E+02 -2.019E-02 -2.688E-02 -7.576E-01 2.806E+02

-1.829E+02 -2.463E+02 2.019E-02 2.688E-02 9.191E-01 1.690E+03 4

4 -1.382E+02 1.441E+02 3.134E+01 1.370E+01 4.672E+03 1.063E+02 1.382E+02 -1.441E+02 -3.134E+01 -1.370E+01 -4.923E+03 1.046E+03 5

1 -2.479E+01 -4.906E+00 -2.228E+02 -1.801E+01 5.708E+03 -1.933E+01 2.479E+01 4.906E+00 2.228E+02 1,801E+01 -4.371E+03 -1.011E+01 5

2 -1.697E+02 -1.281E+02 -1.865E+01 2.626E-02 -7.836E+02 -7.669E+02 1.697E+02 1.281E+02 1.865E+01 -2.626E-02 8.955E+02 -1.557E+00 5

3 1.248E+02 1.522E+02 -2.013E-02 -2.536E-02 -9.451E-01 5.038E+01

-1.248E+02 -1.522E+02 2.013E-02 2.536E-02 1.066E+00 8.630E+02 5

4 -6.968E+01 1.926E+01 -2.415E+02 -1.801E+01 4.923E+03 -7.358E+02 6.968E+01 -1.926E+01 2.415E+02 1.801E+01 -3.475E+03 8.514E+02 6

1 -2.322E+01 -6.522E+00 -2.607E+02 6.646E-01 4.372E+03 -3.734E+01 2.322E+01 6.522E+00 2.607E+02 -6.646E-01 -1.243E+03 -4.092E+01 6

2 -1.568E+02 -9.615E+00 -1.865E+01 9.32SE-02 -8.954E+02 -2.138E+02 1.568E+02 9.615E+00 1.865E+01 -9.325E-02 1.119E+03 9.842E+01 6

3 7.485E+01 1.329E+02 -2.006E-02 -2.323E-02 -1.091E+00 6.353E+02

-7.485E+01 -1.329E+02 2.006E-02 2.323E-02 1.331E+00 9.598E+02 6

4 -1.052E+02 1.168E+02 -2.794E+02 7.346E-01 3.475E+03 3.841E+02 1.052E+02 -1.168E+02 2.794E+02 -7.346E-01 -1.228E+02 1.017E+03 7

1 -2.152 E+01 -3. 74 6E+00 -2. 9 87E+02 -5. 4 02E-01 1.244E+03 -8.239E+00 2.152E+01 3.746E+00 2.987E+02 5.402E-01 2.341E+03 -3.671E+01 7

2 -1.398E+02 -1.153E+02 -1.864E+01 2.068E-01 -1.119E+03 -4.567E+02 1.398E+02 1.153E+02 1.864E+01 -2.068E-01 1.343E+03 -9.270E+02 7

3 3.146E+01 1.071E+02 -2.547E-02 -1.870E-01 -1.353E+00 3.418E+02

-3.146E+01 -1.071E+02 2.547E-02 1.870E-01 1.658E+00 9.436E+02 7

4 -1.299E+02 -1.193E+01 -3.174E+02 -5.204E-01 1.237E+02 -1.231E+02 1.299E+02 1.193E+01 3.174E+02 5.20(E-01 3.685E+03 -2.010E+01 8

1 -2.206E+00 5.249E+00 -1.275E+02 0.000E+00 0.000E+00 0.000E+00 2.206E+00 -5.249E+00 1.275Et02 0.000E+00 2.294E+03 9.448E+01 8

2 -3. 8 9 6E+02 -2. 4 4 2E+00_ 2.421E+01, 0.000E+00 0.000E+00 0.000E+00 3.896E+02 2.442E+00 -2.421E+0:.

0.000E+00 -4.357E+02 -4.395E+01 8

3 -5.128E+02 -2.914E+02_

2. 210E-0:., 0. 000E+0 0 0.000E+00 0.000E+00 5.128E+02 2.914E+02 -2.210E-0; 0.000E+00 -3.978E+00 -5.246E+03 8

4 -9.047E+02 -2.886E+02 -1.030E+02 0.000E+00 0.000E+00 0.000E+00 9.047E+02 2.886E+02 1.030E+02 0.000E+00 1.855E+03 -5.195E+03 9

1 -5.027E+00 5.248E+00 -1.085E+02 -3.133E-01 -2.295E+03 -9.859E+00 5.027E+00 -5.248E+00 1.085E+02 3.133E-01 3.162E+03 5.185E+01 9

2 -3.815E+02 -2.129E+01 2.420E+01 -8.797E-02 4.356E+02 -1.100E+02 3 '. 815 E+ 02 2.129E+01 -2.420E+01 8.797E-02 -6.293E+02 -6.036E+01 9

3 -3.619E+02 -2.794E+02 2.200E-01 -2.936E-02 3.948E+00 7.167E+02 3.619E+02 2.794E+02 -2.200E-01 2.936E-02 -5.708E+00 -2.952E+03 9

4 -7.484E+02 -2.954E+02 -8.404E+01 -4.306E-01 -1.855E+03 5.969E+02 7.484E+02 2.954E+02 8.404E+01 4.306E-01 2.527E+03 -2.960E+03 RB2302FX.S Page 2 of 21 4

EQE ENGINEERING SHEET 8.1'" 2 [o JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY D d DATE N N C' CALC. NO.

CO L SUBJECT CK DATE 3-21 I 10 1 -7.025E+0J 5.237E+00 -8.947E+01 -2.612E+00 -3.163E+03 8.098E+00 7.025E+00 -5.237E+00 8.947E+01 2.612E+00 3.878E+03 3.380E+01 10 2 -3.734E+02 -2.336E+01 2.421E+01 -5.726E-02 6.292E+02 -1.011E+02 3.734E+02 2.336E+01 -2.421E+01 5.726E-02 -8.228E+02 -8.576E+01 10 3 -2.597E+02 -2.684E+02 2.200E-01 -2.832E-02 5.679E+00 -1.134E+02 2.597E+02 2.684E+02 -2.200E-01 2.832E-02 -7.439E+00 -2.034E+03 10 4 -6. 4 01E+02 -2. 8 66E+02 -6. 504 E+01 -2. 6 9 8E+00 -2. 52 8E+03 -2. 0 64E+02 6.401E+02 2.866E+02 6.504E+01 2.698E+00 3.048E+03 -2.086E+03 11 1 -8.678E+00 5.304E+00 -3.239E+01 -9.555E+00 -3.878E+03 1.579E+01 8.67BE+00 -5.304E+00 3.239E+01 9.555E+00 4.137E+03 2.664E+01 11 2 -3.474E+02 -9.708E+01 2.421E+01 -1.683E-02 8.228E+02 -2.938E+02 3.474E+02 9.708E+01 -2.421E+01 1.683E-02 -1.016E+03 -4.829E+02 11 3 -1.830E+02 -2.406E+02 2.201E-01 -2.688E-02 7.412E+00 -2.657E+02 1.830E+02 2.406E+02 -2.201E-01 2.688E-02 -9.172E+00 -1.659E+03 11 4 -5.390E+02 -3. 324E+02 -7. 960E+00 -9.598E+00 -3. 04 8E+03 -5. 437E+02 5.390E+02 3.324E+02 7.960E+00 9.598E+00 3.112E+03 -2.115E+03 17 1 -1.019E+01 5.591E+00 1.038E+02 1.295E+01 -4.137E+03 1.862E+01

1. 019E+01 -5. 5 91E+00 -1. 03 8E+02 -1. 295E+01 3.514E+03 1.493E+01 12 2 -2.984E+02 -1.281E+02 2.421E+01 2.626E-02 1.016E+03 -3.621E+02 2.984E+02 1.281E+02 -2. 421E+01 -2. 626E-02 -1.162E+03 -4.065E+02 12-3 -1.250E+02 -1.607E+02 2.201E-01 -2.536E-02 9.146E+00 -8.241E+01 1.250E+02 1.607E+02 -2.201E-01 2.536E-02 -1.047E+01 -8.817E+02 12 4 -4.335E+02 -2.832E+02 1.282E+02 1.295E+01 -3.111E+03 -4.259E+02 4.335E+02 2.832E+02 -1.282E+02 -1.295E+01 2.342E+03 -1.273E+03 13 1 -1.176E+01 3.976E+00 1.799E+02 7.934E-01 -3.513E+03 3.194E+01 1.176E+01 -3.976E+00 -1.799E+02 -7.934E-01 1.355E+03 1.577E+01 13 2 -2.623E+02 -9.640E+00 2.421E+01 9.319E-02 1.162E+03 -1.314E+01 2.623E+02

9. 64 0E+00 -2. 421E+01 -9. 319E-02 -1. 4 52E+03 -1. 025E+02 13 3 -7.499E+01 -1.310E+02 2.202E-01 -2.322E-02 1.044E+01 -6.188E+02 7.499E+01 1.310E+02 -2.202E-01 2.322E-02 -1.309E+01 -9.532E+02 13 4 -3.490E+02 -1.367E+02 2.043E+02 8.633E-01 -2.341E+03 -6.000E+02 3.490E+02 1.367E+02 -2.043E+02 -8.633E-01 -1.108E+02 -1.040E+03 14 1 -1.345E+01 6.752E+00 2.559E+02 7.584E-01 -1.354E+03 3.675E+01 1.345E+01 -6.752E+00 -2.559E+02 -7.584E-01 -1.717E+03 4.427E+01 14 2 -2.302E+02 -1.153E+02 2.421E+01 1.925E-01 1.452E+03 -2.187E+02 2.302E+02 1.153E+02 -2.421E+01 -1.925E-01 -1.743E+03 -1.165E+03 14 3 -3.160E+01 -1.078E+02 2.148E-01 -1.841E-01 1.306E+01 -3.487E+02 3.160E+01 1.078E+02 -2.148E-01 1.841E-01 -1.564E+01 -9.449E+02 14 4 -2.753E+02 -2.164E+02 2.803E+02 7.668E-01 1.116E+02 -5.306E+02 2.753E+02 2.164E+02 -2.803E+02 -7.668E-01 -3.475E+03 -2.066E+03

(

15 1

4.655E-04 2.821E+00 3.801E+01 4.140E-01 -2.854E-01 8.462E+01

-4. 655E-04 -2. 821E+0 0 -3. 8 01E+01' -4.14 0E-01 -7. 59 9 E+02 -2. 821E+01 f

15 2 1.885E+01 1.592E+01 2.932E-03 9.997E-02 -8.797E-02 1.491E+02

-1.885E+01 -1.592E+01 -2.932E-03 -9.997E-02 2.932E-02 1.693E+02 15 3 1.195E+01 -1.510E+02 9.786E-04 2.984E-02 -2.936E-02 -4.529E+03

-1.195E+01 1.510E+02 -9.786E-04 -2.984E-02 9.786E-03 1.510E+03 15 4

3.080E+01 -1,322E+02 3.801E+01 5.438E-01 -4.028E-01 -4.296E+03

-3.080E+01 1.322E+02 -3.801E+01 -5.438E-01 -7.599E+02 1.651E+03 l

l RB2302FX.S Page 3 of 21 l

1

l i

EQE ENGINEERING SHEET b I~ 2 7 JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY Nb DA'E N*- @

CALC. NO.

O O "?-

SUBJECT CK b DA7E3"'2 'E Y l

16 1

4.655E-04 2.821E+00 -1.899E+01 4.140E-01 7.599E+02 2.821E+01

-4.655E-04 -2.821E+00 1.899E+01 -4.140E-01 -3.801E+02 2.821E+01 16 2

1.885E+01 -8.081E+00 2.932E-03 9.997E-02 -2.932E-02 -1.693E+02

-1.885E+01 8.081E+00 -2.932E-03 -9.997E-02 -2.932E-02 7.699E+00 16 3 -1.205E+01 -1.510E+02 9.786E-04 2.984E-02 -9.786E-03 -1.510E+03 l

l 1.205E+01 1.510E+02 -9.786E-04 -2.984E-02 -9.786E-03 -1.510E+03 l

16 4

6.801E+00 -1.562E+02 -1.899E+01 5.438E-01 7.599E+02 -1.651E+03

-6.801E+00 1.562E+02 1.899E+01 -5.438E-01 -3.802E+02 -1.474E+03 1

l 17 1

4. 655E-04 -2. 821E+01 -1. 899E+01 4.140E-01 -3.133E-01 -8.462E+01 l

l

-4.655E-04 2.821E+00 1.899E+01 -4.'140E-01 3.801E+02 2.821E+01 17 2

1.885E+01 8.081E+00 2.932E-03 9.997E-02 -8.797E-02 1.539E+02

)

-1.885E+01 -8.081E+00 -2.932E-03 -9.997E-02 2.932E-02 7.699E+00 l

17 3 -1.205E+01 1.510E+02 9.786E-04 2.984E-02 -2.936E-02 4.529E+03 1.205E+01 -1.510E+02 -9.786E-04 -2.984E-02 9.786E-03 -1.510E+03 17 4

6.801E+00 1.562E+02 -1.899E+01 5.438E-01 -4.306E-01 4.599E+03

-6.801E+00 -1.562E+02 1.899E+01 -5.438E-01 3.802E+02 -1.474E+03 l

18 1

1.121E-02 _1.998E+00 3.800E+01 1.685E-01 2.344E+00 5.995E+01

-1.121E-02 -1.998E+00 -3.800E+01 -1.685E-01 -7.623E+02 -1.998E+01 18 2 2.067E+00 1.587E+01 -1.024E-03 7.379E-02 3.071E-02 1.536E+02

-2.067E+00 -1.587E+01 1.024E-03 -7.379E-02 -1.024E-02 1.638E+02 18 3

1.304E+01 -1.022E+02 -3.473E-05 2.890E-02 1.042E-03 -3.065E+03

-1.304E+01 1.022E+02 3.473E-05 -2.890E-02 -3.473E-04 1.022E+03 18 4

1.512E+01 -8.430E+01 3.800E+01 2.712E-01 2.376E+00 -2.851E+03

-1.512E+01 8.430E+01 -3.800E+01 -2.712E-01 -7.623E+02 1.165E+03 19 1

1.121E-02 1.998E+00 -1.900E+01 1.685E-01 7.623E+02 1.998E+01 i

-1.121E-02 -1.998E+00 1.900E+01 -1.685E-01 -3.823E+02 1.998E+01 19 2 2.067E+00 -8.131E+00 -1.024E-03 7.379E-02 1.024E-02 -1.638E+02

-2.067E+00 8.131E+00 1.024E-03 -7.379E-02 1.024E-02 1.160E+00 19,

3 -1.096E+01 -1.022E+02 -3.473E-05 2.890E-02 3.473E-04 -1.022E+03 1.096E+01 1.022E+02 3.473E-05 -2.890E-02 3.473E-04 -1.022E+03 19 4 -8.883E+00 -1.083E+02 -1.900E+01 2.712E-01 7.623E+02 -1.165E+03 8.883E+00 1.083E+02 1.900E+01 -2.712E-01 -3.823E+02 -2.001E+03 20 1 1.121E-02 -1.998E+00 -1.900E+01 1.685E-01 -2.299E+00 -5.994E+01

-1.121E-02 1.998E+00 1.900E+01 -1.685E-01 3.823E+02 1.998E+01 20 2 2.067E+00 8.131E+00 -1.024E-03 7.379E-02 3.071E-02 1.615E+02

-2.067E+00 -8.131E+00 1.024E-03 -7.379E-02 -1.024E-02 1.160E+00 20 3 -1.096E+01 1.022E+02 -3.473E-05 2.890E-02 1.042E-03 3.065E+03 1.096E+01 -1.022E+02 3.473E-05 -2.890E-02 -3.473E-04 -1.022E+03 i

20 4 -8.883E+00 1.083E+02 -1.900E+01 2.712E-01 -2.267E+00 3.167E+03 8.883E+00 -1.083E+02 1.900E+01 -2.712E-01 3.823E+02 -1.001E+03 21 1 -6.680E-02 1.6E1F+nn 5.692E+01 -1.231E-01 1.168E+01 4.957E+01 6.680E-02 -1.653E+00 -5.692E+01 1.231E-01 -1.150E+03 -1.652E+01 21 2

7.372E+01 2.195E+01 -1.348E-03 3.810E-02 4.043E-02 2.564E+02

-7.372E+01 -?.195E+01 1.348E-03 -3.810E-02 -1.348E-02 1.826E+02 21 3

2.015E+01,-7.668E+01 -4.777E-05 2.763E-02 1.433E-03 -2.301E+03

-2.015E+01 7.668E+01 4.777E-05 -2.763E-02 -4.777E-04 7.675E+02 21 4

9.380E+01 -5.308E+01 5.692E+01 -5.735E-02 1.173E+01 -1.995E+03

-9.380E+01 5.308E+01 -5.692E+01 5.735E-02 -1.150E+03 9.335E+02 RB2302FX.S Page 4 of 21 y

i

~

EQE ENGINEERING SHEET b/- 2 8 JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY [2 N DATE ~3-/DM

~

CALC. NO.

002 SUBJECT CK M DATE 3-11-Y 22 1 -6.680E-02 1.653E+00 -7.903E-02 -1.231E-01 1.150E+03 1.652E+01 6.680E-02 -1.653E+00 7.903E-02 1.231E-01 -1.149E+03 1.654E+01 22 2 7.372E+01 -2.052E+00 -1.348E-03 3.810E-02 1.348E-02 -1.826E+02

-7.372E+01 2.052E+00 1.348E-03 -3.810E-02 1.348E-02 1.415E+02 22 3 -3.855E+00 -7.668E+01 -4.777E-05 2.763E-02 4.777E-04 -7.675E+02 3.855E+00 7.668E+01 4.777E-05 -2.763E-02 4.777E-04 -7.662E+02 22 4

6.980E+01 -7.708E+01 -8.042E-02 -5.735E-02 1.150E+03 -9.335E+02

)

-6.980E+01 7.708E+01-8.042E-02 5.735E-02 -1.149E+03 -6.081E+02 l

23 1 -6.680E-02 -1.653E+00 -5.708E+01 -1.231E-01 -6.942E+00 -4.959E+01 6.680E-02 1.653E+00 5.708E+01 l'.231E-01 1.149E+03 1.654E+01 23 2 7.372E+01 2.605E+01 -1.348E-03 '3.810E-02 4.043E-02 3.795E+02

-7.372E+01 -2.605E+01 1.348E-03 -3.810E-02 -1.348E-02 1.415E+02 23 3 -2.785E+01 7.668E+01 -4.777E-05 2.763E-02 1.433E-03 2.300E+03 2.7e5E+01 -7.668E+01 4.777E-05 -2.763E-02 -4.777E-04 -7.662E+02 23 4

4.580E+01 1.011E+02 -5.708E+01 -5.735E-02 -6.900E+00 2.630E+03

-4.580E+01 -1.011E+02 5.708E+01 5.735E-02 1.149E+03 -6.081E+02 24 1 -2.873E-01 1.509E+00 2.728E+0L -4.449E-01 -3.176E+01 4.530E+01 2.873E-01 -1.509E+00 -2.728E+02 4.449E-01 -5.425E+03 ~1.511E+01 24 2 3.102E+01 1.250E+02 -1.436E-03 -7.100E-03 4.309E-02 1.385E+03 s

-3.102E+01 -1.250E+02 1.436E-03 7.100E-03 -1.436E-02 1.115E+03 24 3 9.410E+01 -S.803E+01 -5.073E-05 2.604E-02 1.522E-03 -1.740E+03

-9.410E+01 5.803E+01 5.073E-05 -2.604E-02 -5.072E-04 5.799E+02 24 4

1.248E+02 6.847E+01 2.728E+02 -4.260E-01 -3.171E+01 -3.106E+02 i

-1.248E+02 -6.847E+01 -2.728E+02 4.260E-01 -5.425E+03 1.680E+03 25 1 -2.873E-01 1.509E+00 -1.362E+02 -4.449E-01 5.425E+03 1.511E+01 2.873E-01 -1.509E+00 1.362E+02 4.449E-01 -2.701E+03 1.507E+01 25 2 3.102E+01 -4.901E+01 -1.436E-03 -7.100E-03 1.436E-02 -1.115E+03

-3.102E+01 4.901E+01 1.436E-03 7.100E-03 1.436E-02 1.352E+02 25 3 -7.990E+01 -5.803E+01 -5.073E-05 2.604E-02 5.072E-04 -5.799E+02 7.990E+01 S.803E+01 5.073E-05 -2.604E-02 5.073E-01 -5.807E+02 25 4 -4.917E+01 -1.055E+02 -1.362E+02 -4.260E-01 5.42SE+03 -1.680E+03 4.917E+01 1.055E+02 1.362E+02 4.260E-01 -2.701E+03 -4.305E+02 26 1 -2.873E-01 -1.509E+00 -1.362E+02 -4.449E-01 2.250E+01 -4.526E+01 2.873E-01 1.509E+00 1.362E+02 4.449E-01 2.701E+03 1.507E+01 26 2 3.102E+01 4.901E+01 -1.436E-03 -7.100E-03 4.309E-02 8.450E+02

-3.102E+01 -4.901E+01 1.436E-03 7.100E-03 -1.436E-02 1.352E+02 26 3 -7.990E+01 5.803E+01 -5.073E-05 2.604E-02 1.522E-03 1.741E+03 7.990E+01 -5.803E+01 5.073E-05 -2.604E-02 -5.073E-04 -5.807E+02 26 4 -4.917E+01 1.055E+02 -1.362E+02 -4.260E-01 2.255E+01 2.541E+03 4.917E+01 -1.055E+02 1.362E+02 4.260E-01 2.701E+03 -4.305E+02 27 1 1.616E+00 1.572E+00 _3.789E+01 -6.403E-01 1.868E+01 4.745E+01

-1.616E+00 -1.572E+00 -3.789E+01 6.403E-01 -7.765E+02 -1.601E+01 27 2 -1.185E'02 1.293E+01 -2.232E-03 -4.727E-02 6.699E-02 2.154E+02 1.185E+02 -1.293E+01 2.232E-03 4.727E-02 -2.23SE-02 4.323E+01 27 3 1.f32E+01 -4.998E+01 -7.111E-05 2.462E-02 2.128E-03 -1.498E+03

-1.932E+01 4.998E+01 7.111E-05 -2.462E-02 -7.054E-04 4.987E+02 27 4 -9.752E+01 -3.548E+01 3.789E+01 -6.629E-01 1.875E+01 -1.236E+03 9.752E+01 3.548E+01 -3.789E+01 6.629E-01 -7.765E+02 5.259E+02 RB2302FX.S Page 5 of 21

.a:

l EQE ENG1NttKING SHEETE./~ M JOB NO. 42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY Db DATE M $ ~~

CALC.NO.

p 2~

SUBJECT

~

CK DATE b 2"2' <

28 1

1.616E+00 1.572E+00 3.789E+01 -6.403E-01 7.765E+02 1.601E+01

-1.616E+00 -1.572E+00 -3.789E+01 6.403E-01 -1.534E+03 1.542E+01 28 2 -1.185E+02 1.793E+01 -2.232E-03 -4.727E-02 2.235E-02 -4.323E+01 1.185E+02 -1.293E+01 2.232E-03 4.727E-02 2.229E-02 3.018E+02 28 3

1.932E+01 -4.998E+01 -7.111E-05 2.462E-02 7.054E-04 -4.987E+02

-1.932E+01 4.998E+01 7.111E-05 -2.462E-02 7.167E-04 -5.009E+02 28 4 -9.752E+01 -3.548E+01 3.789E+01 -6.629E-01 7.765E+02 -5.259E+02 9.752E+01 3.548E+01 -3.789E+01 6.629E-01 -1.534E+03.-l.837E+02 29 1

1. 616E+00 -1. L72E+00 -7. 611E+01 -6. 403E-01 -1.216E+01 -4. 68 6E+01

-1.616E+00 1.572E+00 7.611E+01 6.'403E-01 1.534E+03 1.542E+01 29 2 -1.185E+02 3.607E+01 -2.232E-03 -4.727E-02 6.694E-02 4.196E+02 1.185E+02 -3.607E+01 2.232E-03 4.727E-02 -2.229E-02 3.018E+02 29 3 -2.960E+01 4.998E+01 -7.111E-05 2.462E-02 2.139E-03 1.501E+03 2.968E+01 -4.998E+01 7.111E-05 -2.462E-02 -7.167E-04 -5.009E+02 29 4 -1.465E+02 8.448E+01 -7.611E+01 -6.629E-01 -1.209E+01 1.873E+03 1.465E+02 -8.448E+01 7.611E+01 6.629E-01 1.534E+03 -1.837E+02 30 1 -2.776E+00 1.695E+00 3.802E+01 -7.605E-01 -1.205E+00 4.916E+01 2.776E+00 -1.695E+00 -3.802E+01 7.605E-01 -7.592E+02 -1.527E+01 30 2 1.057E+02 1.695E+01 -3.548E-03 -1.437E-01 1.135E-01 3.583E+02

-1.057E+02 -1.69bE+01 3.548E-03 1.437E-01 -4.257E-02 -1.926E+01 30 3 2.580E+01 -0.339E+01 5.411E-03 2.122E-02 -1. 637E-01 -1. 302E+03

-2.580E+01 4.339E+01 -5.411E-03 -2.122E-02 5.553E-02 4.338E+02 30 4

1.287E+02 -2.475E+01

3. 802E+01 -8. 830E-01 -1. 255E+00 -8. 942E+02

-1.287E+02 2.475E+01 -3.802E+01 8.830E-01 -7.592E+02 3.993E+02 31 1 -2.776E+00 1.695E+00 3.802E+01 -7.605E-01 7.592E+02 1.527E+01 2.776E+00 -1.695E+00 -3.802E+01 7.605E-01 -1.520E+03 1.863E+01 31 2 1.057E+02 1.695E+01 -3.548E-03 -1.437E-01 4.257E-02 1.926E+01

-1.057E+02 -1.695E+01 3.548E-03 1.437E-01 2.839E-02 3.197E+02 31 3 2.580E+01 -4.339E+01 5.411E-03 2.122E-02 -5.553E-02 -4.338E+02

-2.580E+01 4.339E+01 -5.411E-03 -2.122E-02 -5.268E-02 -4.340E+02 31 4 1.287E+02 -2.475E+01 3.802E+01 -8.830E-01 7.592E+02 -3.993E+02

-1.287E+02 2.475E+01 -3.802E+01 8.830E-01 -1.520E+03 -9.565E+01 32 1 -2.776E+00 -1. 695E+00 -7.598E+01 -7. 605E-01 -3. 501E-02 -5.252E+01 2.776E+00 1.695E+00 7.598E+01 7.605E-01 1.520E+03 1.863E+01 32 2 1.057E+02 3.205E+01 -3.548E-03 -1.437E-01 9.935E-02 3.213E+02

-1.057E+02 -3.205E+01 3.548E-03 1.437E-01 -2.839E-02 3.197E+02 32 3 -2.320E+01 4.339E+01 5.411E-03 2.122E-02 -1.609E-01 1.302E+03 2.320E+01 -4.339E+01 -5.411E-03 -2.122E-02 5.2 68E-02 -4.340E+02 32 4 7.971E+01 7.375E+01 -7.598E+01 -8.830E-01 -9.657E-02 1.571E+03 l

-7.971E+01 -7.375E+01 '7.598E+01 8.830E-01 1.520E+03 -9.565E+01 l

33 1 -1.245E+02 1.335E+00 _1.308E+02 -6.424E-01 -1.949E+03 3.626Et01

~ 1.245E+02 -1.335E+00 -1.308E+02 6.424E-01 -3.283E+03 1.712E+01 33 2 -1.151E+02 5.468E+01 1.545E-02 -2.618E-01 1.314E+00 9.251E+02 1.151E+02 -5.468E+01 -1.545E-02 2.618E-01 -1.932E+00 1.262E+03.

33 3 8.762E+01 -3.145E+01 4.090E+00

1. 709E-02 -1.231E+02 -9.429E+02

-8.762E+01 3.145E+01 -4.090E+00 -1.709E-02 -4.054E+01 -3.152E+02 33 4 -1.520E+02 2.456E+01 1.349E+02 -8.871E-01 -2.071E+03 1.852E+01 1.520E+02 -2.456E+01 -1.349E+02 8.871E-01 -3.325E+03 9.640E+02 l-RB2302FX.S Page 6 of 21

.l l

EQE ENGINEERING SHEETEl-3O' JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY EON DATE "#r-/k /4" CALC. NO.

CO L SUBJECT CK b DATE 3-1 "L -[

34 1 -1.245E+02 -1.335E+00 -2.822E+0? -6.424E-01 2.361E+03 -4.381E+01 l

1.245E+02 1.335E+00 2.822E+02 6.424E-01 3.283E+03 1.712E+01 1

34 2 -1.151E+02 1.213E+02 1.545E-02 -2.618E-01 -2.241E+00 1.164E+03 1.151E+02 -1.213E+02 -1.545E-02 2.618E-01 1.932E+00 1.262E+03 34 3 -0.838E+01 3.145E+01 4.090E+00 1.709E-02 -1.223E+02 9.442E+02 8.838E+01 -3.145E+01 -4.090E+00 -1.709E-02 4.054E+01 -3.152E+02 34 4 -3.280E+02 1.514E+02 -2.781E+02 -8.871E-01 2.237E+03 2.065E+03 3.280E+02 -1.514E+02~ 2.781E+02 8.871E-01 -3.325E+03 9.640E+02 35 1 -6.899E+02 -4.279E+01 2.016E+01 -2.895E-01 -3.227E-01 -1.193E+03 6.899E+02 T.279E+01 -2.016E+01 2.895E-01 -1.008E+03 -9.463E+02 35

_2 -1.902E+01_-1.300E+00 -2.454E+01 -3.569E-01 -3.552E-01 -3.598E+01 1.902E+01 1.300E+00 2.454E+01 3.569E-01 1.227E+03 -2.900E+01 35 3

1.580E+02 9.279E+01 2.037E 1.583E-03 3.006E-03 2.244E+03

-1.580E+02 -9.279E+01 -2.037E-02 -1.583E-03 -1.022E+00 2.396E+03 35 4 -5.509E+02 4.871E+01 -4.351E+00 -6.448E-01 -6.749E-01 1.015E+03 5.509E+02 -4.871E+01 4.351E+00 6.448E-01 2.182E+02 1.420E+03 36 1 -6.593E+02 7.327E+00 2.017E+01 -9.849E-02 1.008E+03 3.692E+02 6.593E+02 -7.327E+00 -2.017E+01 9.849E-02 -1.250E+03 -2.813E+02 36 2 -1.879E+01 1.638E+00 -1.386E+01 -6.865E-01 -1.227E+03 2.005E+01 1.879E+01 -1.638E+00 1.386E+01 6.865E-01 1.394E+03 -3.971E-01 36 3 8.00BE+01 1.115E+02 2.026E-02 -1.551E-03 1.021E+00 -7.948E+01

-8. 00 8 E+01 -1.115E+02 -2. 02 6E- 02 1.551E-03 -1.264E+00 1.417E+03 36 4 -5.980E+02 1.205E+02 6.332Et00 -7.866E-01 -2.185E+02 3.098E+02 5.980E+02 -1.205E+02 -6.332E+00 7.866E-01 1.425E+02 1.136E+03 37 1 -6.148E+02 -4.793E+01 2.017E+01 8.318E-03 1.250E+03 -4.063E+02 6.148E+02 4.793E+01 -2.017E+01 -8.318E-03 -1.492E+03 -1.689E+02 37 2 -1.871E+01 -2.258E-01 6.142E+00 5.366E-01 -1.394E+03 -1.638E+00 1.871E+01 2.258E-01 -6.142E+00 -5.366E-01 1.320E+03 -1.072E+00 37 3 3.465E+01 6.629E+01 2.018E-02 -3.716E-03 1.261E+00 -5.019E+01

-3.465E+01 -6.629E+01 -2.018E-02 3.716E-03 -1.504E+00 8.457E+02 37 4 -5.988E+02 1.813E+01 2.634E+01 5.412E-01 -1.425E+02 -4.582E+02 5.988E+02 -1.813E+01 -2.634E+01 -5.412E-01 -1.735E+02 6.757E+02 38 1 -5.821E+02 -7.595E+01 2.018E+01 1.476E-01 1.492E+03 -3.659E+02 5.821E+02 7.595E+01 -2.018E+01 -1.476E-01 -1.774E+03 -6.974E+02 38 2 -1.86SE+01 -2.707E-01 1.982E+01 -2.214E+00 -1.320E+03 -1.177E-01 1.868E+01 2.707E-01 -1.982E+01 2.214E400 1.042E+03 -3.672E+00 30 3

6.566E+00 5.282E+01 2.006E-02 -7.352E-03 1.499E+00 -3.721E+00

-6.566E+00 -5.282E+01 -2.006E-02 7.352E-03 -1.780E+00 7.432E+02 38 4 -5.942E+02 -2.340E+01 4.002E+01 -2.074E+00 1.738E+02 -3.697E+02 5.942E+02 2.340E+01 -4.002E+01 2.074E+00 -7.340E+02 4.207E+01 39 1 -4.295E+02 -1.207E+02 2.019E+01 4.482E-01 1.775E+03 -1.431E+03 4.295E+02 1.207E+02 -2.019E+01 -4.482E-01 -2.340E+03 -1.950E+03 39 2 -1.866E+01 1.837E-01 8.516E+01 1.844E+00 -1.042E+03 3.622E+00 1.966E+01 -1.837E-01 -8.516E+01 -1.844E+00 -1.342E+03 1.521E+00 39 3 -4.115E+00 -1.950E+01 -3.429E-03 -7.106E-01 1.771E+00 -4.228E+02 4.115E+00 1.950E+01 3.429E-03 7.106E-01 -1.675E+00 -1.232E+02 39 4 -4.523E+02 -1.400E+02 1.053E+02 1.582E+00 7.345E+02 -1.850E+03 4.523E+02 1.400E+02 -1.053E+02 -1.582E+00 -3.684E+03 -2.071E+03 s

l l

RB2302FX.S Page 7 of 21 l

l l

EQE ENGINEEPJNO SHEET U - U JOB NO.

42112 JOB Ovster Creek A-46 Cable Tray Evaluations BY Dh DATE bl-*

CALC. NO.

OOD SUBJECT CK b

DATE 3 -7."L-I l

40 1 -8.677E+02 -5.328E+01 -1.481E+01 -2.117E-01 -3.227E-01 -2.162E+03 8.677E+02 5.328E+01 1.481E+01 2.117E-01 7.409E+02 -5.026E+02 40 2 -2.384E+01 -1.275E+00 3.240E+01 -2.303E-01 -3.552E-01 -5.532E+01 2.384E+01 1.275E+00 -3.240E+01 2.303E-01 -1.619E+03 -8.452E+00 40 3 -1.583E+02 -1.193E+02 -1.288E-01 2.260E-03 3.006E-03 -3.184E+03 1.583E+02 1.193E+02 1.288E-01 -2.260E-03 6.435E+00 -2.781E+03 40 4 -1.050E+03 -1.738E+02 1.746E+01 -4.397E-01 -6.749E-01 -5.401E+03

~~"

i 1.050E+03 1.738E+02'-1.746E+01 4.397E-01 -8.721E+02 -3.292E+03 41 1 -8.433E+02 -3.171E+00 -1.481E+01 -9.818E-02 -7.410E+02 2.248E+02 8.433E+02 3.171E+00 1.481E+01 9.818E-02 9.187E+02 -2.628E+02 41 2 -2.406E+01 1.662E+00 2.007E+01 8.002E-01 1.619E+03 1.300E+01 2.406E+01 -1.662E+00 -2.007E+01 -8.002E-01 -1.860E+03 6.940E+00 41 3 -8.032E+01 -7.758E+01 -1.289E-01 -1.548E-03 -6.436E+00 4.190E+02 8.032E+01 7.758E+01 1.289E-01 1.548E-03 7.982E+00 -1.350E+03 41 4 -9.477E+02 -7.909E+01 5.140E+00 7.005E-01 8.719E+02 6.568E+02 9.477E+02 7.909E+01 -5.140E+00 -7.005E-01 -9.336E+02 -1.606E+03 42 1 -7.698E+02 -5.843E+01 -1.480E+01 8.319E-03 -9.188E+02 -5.168E+02 7.698E+02 5.843E+01 1.480E+01 -8.319E-03 1.096E+03 -1.844E+02 42 2 -2.415E+01 -2.016E-01 -1.092E+01 -3.952E-01 1.860E+03 -3.998E+00 2.415E+01 2.016E-01 1.092E+01 3.952E-01 -1.729E+03 1.579E+00 42 3 -3.489E+01 -7.179E+01 -1.290E-01 -3.716E-03 -7.985E+00 -8.327E+00 3.489E+01 7.179E+01 1.290E-01 3.716E-03 9.532E+00 -8.532E+02 42 4 -8.289E+02 -1.304E+02 -2.586E+01 -3.906E-01 9.336E+02 -5.291E+02 8.289E+02 1.304E+02 2.586E+01 3.906E-01 -6.233E+02 -1.036E+03 43 1 -7.245E+02 -8.645E+01 -1.480E+01 1.477E-01 -1.096E+03 -3.287E+02 7.245E+02 8.645E+01 1.480E+01 -1.477E-01 1.304E+03 -8.815E+02 43 2--2.418E+01 -2.465E-01 -3.025E+01 2.842E+00 1.729E+03 -7.107E-01 2.418E+01 2.465E-01 3.025E+01 -2.842E+00 -1.306E+03 -2.740E+00 43 6. 806E+00 -5.226E+01 -1.291E-01 -7.362E-03 -9.537E+00 9.977E+00 6.806E+00 5.226E+01 1.291E-01 7.362E-03 1.134E+01 -7.417E+02 43 4 -7.555E+02 -1.390E+02 -4.518E+01 2.982E+00 6.235E+02 -3.195E+02 7.555E+02 1.390E+02 4.518E+01 -2.982E+00 8.932E+00 -1.626E+03 44 1 -5.381E+02 -1.312E+02 -1.479E+01 4.649E-01 -1.303E+03 -1.312E+03 5.381E+02 1.312E+02 1.479E+01 -4.649E-01 1.717E+03 -2.362E+03 44 2 -2.420E+01 2.078E-01 -1.089E+02 -8.834E-01 1.306E+03 3.771E+00 2.420E+01 -2.078E-01 1.089E+02 8.834E-01 1.743E+03 2.048E+00 44' 3 3.875E+00 1.942E+01 -1.526E-01 -7.136E-01 -1.135E+01 4.212E+02 i

-3.875E+00 -1.942E+01 1.526E-01 7.136E-01 1.562E+01 1.225E+02 1

44 4 -5.584E+02 -1.116E+02 -1.239E+02 -1.132E+00 -8.395E+00 -8.870E+02 l

5.584E+02 1.116E+02 1.230E+02 1.132E+00 3.476E+03 -2.238E+03 l

45 1

4.844E+00 -6.421E+01_-1.354E+00_

3.227E-01 2.895E-01 -1.193E+03

-4.844E+00 ~6.421E+01 1.354E+00 -3.227E-01 4.033E+01 -7.332E+02 45 2

1.159E-01 -1.874E+00 2.936E+00- 3.552E-01 3.569E-01 -3.598E+01

-1.159E-01 1.874E+00 -2.936E+00 -3.552E-01 -8.844E+01 -2.024E+01 45 3

1.084E+01 6.785E+01_-1.165E-02_-3.006E-03 -1.583E-03 2.244E+03

-1.084E+01';ETT85E+01 1.165E-02 3.006E-03 3.510E-01 -2.085E+02 45 4

1.580E+01 1.767E+00 1.571E+00 6.749E-01 6.448E-01' 1.015E+03

-1.580E+01 -1.767E+00 -1.571E+00 -6.749E-01 -4.776E+01 -9.619E+02 L

RB2302FX.S Page 8 of 21

EQE ENGNEERING SHEETE I-8 2-JOB NO.

42112 JOB Ovster Creek A-46 Cable Tray Evaluations BY M k DATE M 8 CALC. NO.

DOD SUBJECT CK h DATE 3 I 46 1

4.844E+00 -6.421E+01 -1.354E+00 3.227E-01 -4.033E+01 7.332E+02

-4.844E+00 6.421E+01 1.354E+00 -3.227E-01 8.096E+01 -2.659E+03 46 2

1.159E-01 -1.874.E+00 2.936E+00 3.552E-01 8.844E+01 2.024E+01

-1.159E-01 1.874E+00 -2.936E+00 -3.552E-01 -1.765E+02 -7.647E+01 46 3

1.084E+01 6.785E+01 -1.165E-02 -3.006E-03 -3.510E-01 2.085E+02

-1.084E+01 -6.785E+01 1.165E-02 3.006E-03 7.004E-01 1.827E+03 46 4

1.580E+01 1.767E+00 1.571E+00 6.749E-01 4.776E+01 9.619E+02

~~

-1.580E+01 -1.767E+00 -1.571E+00 -6.749E-01 -9.488E+01 -9.089E+02 47 1 -4.844E+0.1, 8.035E+0? _1.346E+01 0.,000E+00 -8.074E+01 4.821E+03 4.844E+01 -8.035E+02 -1.346E+01 0.000E+00 0.000E+00 0.000E+00 47 2 -1.159E+00- 2.196E+01 -2.946E+01- 0.000E+00 1.768E+02 1.318E+02 1.159E+00 -2.196E+01 2.946E+01 0.000E+00 0.000E+00 0.000E+00 47 3 -1.084E+0? _2.2C F+0?-

1.171E-01 0.000E+00 -7.027E-01 1.357E+03 1.084E+02 -2.261E+02 -1.171E-01 0.000E+00 0.000E+00 0.000E+00 47 4 -1.580E+02 1.052E+03 -1.589E+01 0.000E+00 9.531E+01 6.310E+03 1.580E+02 -1.052E+03 1.589E+01 0.000E+00 0.000E+00 0.000E+00 48 1 -5.011E+01 -3.065E+01 5.075E-03 1.441E-01 -1.910E-01 -5.771E+02 5.011E+01 3.065E+01 -5.075E-03 -1.441E-01 8.950E-02 -3.600E+01 48 2 -2.937E+00 -2.249E-01 1.068E+01 9.263E-02 3.296E-01 -8.f46E+00 2.937E+00 2.249E-01 -1.068E+01 -9.263E-02 -2.139E+02 4. 4 4.'E+0 0 48 3 -1.871E+01 7.797E+01 -1.157E-04

6. 2 03E-04 3.134E-03 2.316E+03 1.871E+01 -7.797E+01 1.157E 04 -6.203E-04 -8.197E-04 -7.570E+02 48 4 -7.176E+01 4.709E+01 1.068E+01 2.374E-01 1.418E-01 1.730E+03 7.176E+01 -4.709E+01 -1.068E+01 -2.374E-01 -2.138E+02 -7.885E+02 49 1 -5.011E+01 -8.655E+00 5.075E-03 1.441E-01 -8.950E-02 3.600E+01 5.011E+01 8.655E+00 -5.075E-03 -1.441E-01 -1.200E-02 -2.091E+02 4s 2 -2.937E+00 -2.249E-01 1.678E+00 9.263E-02 2.139E+02 -4.447E+00 2.937E+00 2.249E-01 -1.678E+00 -9.263E-02 -2.475E+02 -5.189E-02 49-3 -2.771E+01-7.797E+01 -1.157E-04 6.203E-04 8.197E-04 7.570E+02 2.771E+01 -7.797E+01 1.157E-04 -6.203E-04 1.494E-03 8.024E+02 49 4 -8.076E+01 6.909E+01 1.683E+00 2.374E-01 2.138E+02 7.885E+02 8.076E+01 -6.909E+01 -1.683E+00 -2.374E-01 -2.475E+02 5.932E+02 50 1 ~5.011E+01 -2.435E+01 5.075E-03 1.441E-01 -1.135E-01 -2.778E+02 5.011E+01 2.435E+01 -5.075E-03 -1.441E-01 1.200E-02 -2.091E+02 50 2 -2.937E+00 2.249E-01 -1.232E+01 9.263E-02 -1.031E+00 4.551E+00 2.937E+00 -2.249E-01 1.232E+01 -9.263E-02 2.475E+02 -5.189E-02 50 3 -4.171E+01 -7.797E+01 -1.157E-04 6.203E-04 3.808E-03 -2.362E+03 4.171E+01 7.797E+01 1.157E-04 -6.203E-04 -1.494E-03 8.024E+02 50 4 -9.476E+01 -1.021E+02 -1.232E+01 2.374E-01 -1.140E+00 -2.635E+03 9.476E+01 1.021E+02 1.232E+01 -2.374E-01 2.475E+02 5.932E+02 51 1 5.526E+01 -4.447E+01 3.555E-03 4.793E-02 -1.068E-01 -6.877E+02

-5.526E+01 4.447E+01 -3.555E-03 -4.793E-02 3.571E-02 -2.017E+02 51 2

1.864E+00 -8.295E-02 2.000E+01 -4.557E-02 -1.223E+00 -2.035E+00

-1.864E+00 8.295E-02 -2.000E+01 4.557E-02 -3.988E+02 3.760E-01 51 3 4.521E+01 4.543E+01 -7.223E-05 2.573E-03 2.166E-03 1.367E+03

-4.521E+01 -4.543E+01 7.223E-05 -2.573E-03 -7.210E-04 -4.588E+02 51 4

1.023E+02 8.757E-01 2.000E+01 4.925E-03 -1.328E+00 6.776E+02

-1.023E+02 -8.757E-01 -2.000E+01 -4.925E-03 -3.988E+02 -6.601E+02 RB2302FX.S Page 9 of 21

l EQE ENGINEERING SHEET 7.I-3 )

JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY D b DA7E 3~

U b

DATE 3-U - I CALC. NO.

BOM SUBJECT CK 52 1 5.526E+01 -2.447E+01 3.555E-03 4.793E-02 -3.571E-02 2.017E+02

-5.526E+01 2.447E+01 -3.555E-03 -4.793E-02 -3.540E-02 -6.910E+02 l

52 2

1.864E+00 -8.295E-02 1.100E+01 -4.557E-02 3.988E+02 -3.760E-01

-1.864E+00 8.295E-02 -1.100E+01 4.557E-02 -6.188E+02 -1.283E+00 52 3

3.621E+01 4.543E+01 -7.223E-05 2.573E-03 7.210E-04 4.588E+02

-3.621E+01 -4.543E+01 7.223E-05 -2.573E-03 7.237E-04 4.498E+02 52 4

9.333E+01 2.088E+01 1.100E+01 4.925E-03 3.988E+02 6.601E+02

-9.333E+01 -2.088E+01^-1.100E+01 -4.925E-03 -6.188E+02 -2.426E+02 53 1 5.526E+01 -7.353E+01 3.555E-03 4.793E-02 -1.065E-01 -7.796E+02

-5.526E+01 7.353E+01 -3.555E-03 -4.793E-02 3.540E-02 -6.910E+02 53 2

1.864E+00 8.295E-02 -3.100E+01 -4.557E-02 1.195E+00 2.942E+00

-1.064E+00 -8.295E-02 3.100E+01 4.557E-02 6.188E+02 -1.283E+00 53 3 -5.792E+00 -4.543E+01 -7.223E-05 2.573E-03 2.168E-03 -1.358E+03 5.792E+00 4.543E+01 7.223E-05 -2.573E-03 -7.237E-04 4.498E+02 53 4

5.133E+01 -1.189E+02 -3.100E+01 4.925E-03 1.091E+00 -2.135E+03

-5.133E+01 1.189E+02 3.100E+01 -4.925E-03 6.188E+02 -2.426E+02 54 1 2.802E+01 -3.269E+01 4.644E-03 -6.898E-02 -1.393E-01 -5.347E+02

-2.802E+01 3.269E+01 -4.644E-03 6.898E-02 4.641E-02 -1.191E+02 54 2

4.489E-02 -3.429E-02 1.367E+01 -1.866E-01 2.751E+00 -1.189E+00

-4.489E-02 3.429E-02 -1.367E+01 1.866E-01 -2.762E+02 5.036E-01 54 3

1.347E+01 2.809E+01 -1.213E-04 4.947E-03 3.635E-03 8.420E+02

-1.347E+01 -2.809E+01 1.213E-04 -4.947E-03 -1.208E-03 -2.802E+02 54 4

4.153E+01 -4.641E+00 1.368E+01 -2.506E-01 2.615E+00 3.060E+02

-4.153E+01 4.641E+00 -1.368E+01 2.506E-01 -2.762E+02 -3.989E+02 55 1 2.802E+01 -1.369E+01 4.644E-03 -6.898E-02 -4.641E-02 1.191E+02

-2.802E+01 1.369E+01 -4.644E-03 6.898E-02 -4.647E-02 -3.930E+02 55 2

4.489E-02 -3.429E-02 5.675E+00 -1.866E-01 2.762E+02 -5.036E-01

-4.489E-02 3.429E-02 -5.675E+00 1.866E-01 -3.897E+02 -1.821E-01 55 3

5.472E+00' 2.809E+01 -1.213E-04 4.947E-03 1.208E-03 '2.802E+02

-5.472E+00 -2.809E+01 1.213E-04 -4.947E-03 1.218E-03 2.815E+02 55 4 3.353E+01 1.436E+01 5.679E+00 -2.506E-01 2.762E+02 3.989E+02

-3.353E+01 -1.436E+01 -5.679E+00 2.506E-01 -3.898E+02 -1.117E+02 56 1

2.802E+01 -4.531E+01 4.644E-03 -6.898E-02 -1.393E-01 -5.132E+02

-2.802E+01 4.531E+01 -4.644E-03 6.898E-02 4.647E-02 -3.930E+02 56 2

4.489E-02 3.429E-02 -1.933E+01 -1.866E-01 -3.237E+00 8.679E-01

-4.489E-02 -3.429E-02 1.933E+01 1.866E-01 3.897E+02 -1.821E-01 56 3 -1.953E+01 -2.809E+01 -1.213E-04 4.947E-03 3.645E-03 -8.432E+02 1.953E+01 2.809E+01 1.213E-04 -4.947E-03 -1.218E-03 2.815E+02 56 4

8.533E+00 -7.336E+01 -1.932E+01 -2.506E-01 -3.373E+00 -1.355E+03 l

-8.533E+00 7.336E+01 1.932E+01 2.506E-01 3.898E+02 -1.117E+02 57 1

4.477E+01 -1.526E+02 1.030E-02 -2.317E-01 -3.006E-01 -2.128E+03

-4.477E+01 1.526E+02 -1.030E-02 2.317E-01 9.466E-02 -9.235E+02 57 2 -4.543E-01 -1.801E-02

6. 534E+01 -3.130E- 01 -4. 058E+00 -4. 976E-02 4.543E-01 1.801E-02 -6.534E+01 3.130E-01 -1.303E+03 -3.105E-01 57 3

7.232E+01 1.068E+01 -2.349E-02 8.252E-03 7.033E-01 3.204E+02

-7.232E+01 -1.068E+01 2.349E-02 -8.252E-03 -2.334E-01 -1.068E+02 57 4

1.166E+02 -1.419E+02 6.533E+01 -5.364E-01 -3.655E+00 -1.808E+03

-1.166E+02 1.419E+02 -6.533E+01 5.364E-01 -1.303E+03 -1.031E+03 l

RB2302FX.S Page 10 of 21

l l

\\

I EQE ENGINEERING SHEET 3.I-3 h l

JOB NO.

42112 JOB Chster Creek A-46 Cable Trav Evaluations BY DYr DATE 3-S U CALC.NO.

DO M SUBJECT CK DATE.8* U ~ Y l

58 1 4.477E+01 -3.058E+01 1.030E-02 -2.317E-01 -9.466E-02 9.235E+02

-4.477E+01 3.058E+01 -1.030E-02 2.317E-01 -1.113E-01 -1.535E+03 58 2 -4.543E-01 -1.801E-02 1.334E+01 -3.130E-01 1.303E+03 3.105E-01 4.543E-01 1.801E-02 -1.334E+01 3.130E-01 -1.569E+03 -6.708E-01 58 3 2.032E+01 1.068E+01 -2.349E-02 8.252E-03 2.334E-01 1.068E+02

-2.032E+01 -1.068E+01 2.349E-02 -8.252E-03 2.364!s-01 1.069E+02 58 4 6.464E+01 -1.991E+01 1.333E+01 -5.364E-01 1.303E+03 1.031E+03

'~"

-6.464E+01 1.991E+01 -1.333E+01 5.364E-01 -1.56SE+03 -1.429E+03 59

~1 4.477E+01 -1.864E+02 1.030E-02 -2,.317E-01 -3.173E-01 -2.193E+03

-4.477E+01 1.864E+02 -1.030E-02.2.317E-01 1.113E-01 -1.535E+03 59 2 -4.543E-01 1.801E-02 -7.866E+01 -3.130E-01 3.726E+00 1.031E+00 4.543E-01 -1.801E-02 7.e66E+01 3.130E-01 1.569E+03 -6.208E-01 59 3 -7.168E+01 -1.068E+01 -?.349E-02 8.252E-03 7.062E-01 -3.205E+02 l

7.168E+01 1.068E+01 2.349E-02 -8.252E-03 -2.364E-01 1.069E+02 59 4 -2.736E+01 -1.971E+02 -7.867E+01 -5.364E-01 4.114E+00 -2.513E+03 2.736E+01 1.971E+02 7.867E+01 5.364E-01 1.569E+03 -1.429E+03 1****

BEAM ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM NO.

(MODE) 1 1 5.905E+01 5.905E+01 5.905E+01 5.905E+01 5.905E+01 5.905E+01 5.905E+01 -1.114E+04 1.126E+04 -4.064E+02 5.244E+02 _1.172E+04 1

2 6.278E+02 6.278E+02 6.278E+02 6.278E+02 6.278E+02 6.278E+02 6.278E+02 1.770E+03 -5.140E+02 4.135E+02 8.422E+02 1.984E+03 3 -9.238E+02 -9.238E+02 -9.238E+02 -9.238E+02 -9.238E+02 -9.238E+02 g\\lN 1

-9.238E+02 -9.226E+02 -9.249E+02 2.492E+04 -2.677E+04 -2.677E+04 1

4 -2.369E+02 -2.369E+02 -2.369E+02 -2.369E+02 -2.369E+02 -2.369E+02

-2.369E+02 -1.029E+04 9.821E+03 2.493E+04 -2.540E+04 -3.546E+04 -

2 1 5.396E+01 -1.115E+04 1.125E+04 5.415E+00 1.025E+02 1.130E+04 5.396E+01 -1.509E+04 1.520E+04 -2.014E+02 3.094E+02 1.545E+04 2

2 5.991E+02 1.741E+03 -5.431E+02 1.119E+03 7.924E+01 2.261E+03 5.991E+02 2.249E+03 -1.051E+03 2.809E+02 9.174E+02 2.567E+03 2

3 -6.517E+02 -6.504E+02 -6.530E+02 2.882E+03 -4.185E+03 -4.186E+03

-6.517E+02 -6.499E+02 -6.536E+02 1.390E+04 -1.520E+04 -1.520E+04 2

4 1.385E+00 -1.005E+04 1.006E+04 4.006E+03 -4.003E+03 1.406E+04 1.385E+00 -1.349E+04 1.349E+04 1.398E+04 -1.397E+04 2.747E+04 3

1 5.036E+01 -1.509E+04 1.519E+04 9.025E+01 1.048E+01 1,523E+04 j

5.036E+01 -1.800E+04 1.810E+04 -1.171E+02 2.178E+02 1.827F+04 3

2 5.706E+02 2.221E+03 -1.079E+03 1.009E+03 1.322E+02 ~2.659E+03 5.706E+02 2.728E+03 -1.587E+03 8.933E+01 1.052E+03 3.209E+03 3

3 -4.676E+02 -4.657E+02 -4.696E+02 -1.017E+03 8.137E+01 -1.019E+03

-4.676E+02 -4.652E+02 -4.701E+02 9.485E+03 -1.042E+04 -1.042E+04 3

4 1.533E+02 -1.334E+04 1.364E+04 8.251E+01 2.241E+02 1.371E+04 1.533E+02 -1.574E+04 1.605E+04 9.458E+03 -9.151E+03 2.535E+04 l

l l

RB2302FX.S Page 11 of 21 l

EQE ENGINEERING SHEETE.l-M JOB NO.__4_2112 JOB Ovster Creek A-46 Cable Trav Evaluations

_.BY D d' DATE 3 ~UT CALC.NO. OCD SUEJECT CK DATE 3 O

I 4

1 4.738E+01 -1.801E+04 1.810E+04 1.241E+02 -2.938E+01 1.818E+04 4.730E+01 -1.937E+04 1.946E+04 -8.053E+01 1.753E+02 1.959E+04_

4 2

5.310E+02 2.689E+03 -1.627E+03 1.313E+03 -2.509E+02 3.471E+03 5.310E+02 3.196E+03 -2.134E+03 -2.512E&O3 3.574E+03 6.239E+03 4

3 -3.295E+02 -3.269E+02 -3.320E+02 -1.712E+03 1.053E+03 -1.714E+03

-3.295E+02 -3.263E+02 -3.326E+02 7.996E+C3 -8.655E+03 -8.658E+03 4

4 2.48SE+02 -1.564E+04 1.614E+04 -2.749E+02 7.727E+02 1.666E+04

~~"

2.489E+02 -1.650E+04 1.699E+04 5.404E+03 -4.906E+a3 2.215E+04 5

1 4.467E+01 -1.937E+04 1.946E+04 1.399E+02 -5.056E+01 1.955E+04 4.467E+01 -1.482E+04 1.491E+04 -5.129E+00 9.446E+01 1.496E+04 5

2 3.058E+02 2.971E+03 -2.359E+03 4.083E+03 -3.472E+03 6.749E+03 3.05BE+02 3.352E+03 -2.740E+03 2.981E+02 3.135E+02 3.359E+03 5

3 -2.249E+02 -2.217E+02 -2.281E+02 -4.731E+02 2.326E+01 -4.763E+02

-2.249E+02 -2.213E+02 -2.285E+02 4.027E+03 -4.476E+03 -4.480E+03 5

4 1.255E+02 -1.662E+04 1.687E+04 3.750E+03 -3.499E+03 2.050E+04 1.255E+02 -1.169E+04 1.194E+04 4.320E+03 -4.068E+03 1.614E+04 6

1 4.183E+01 -1.483E+04 1.491E+04 2.258E+02 -1.421E+02 1.510E+04 4.183E+01 -4.187E+03 4.271E+03 -1.597E+02 2.434E+02 4.472E+03 6

2 2.825E+02 3.328E+03 -2.763E+03 1.336E+03 -7.707E+02 4.381E+03 2.825E+02 4.089E+03 -3.524E+03 7.673Et02 -2.023E+02 4.574E+03 6

3 -1.349E+02 -1.311E+02 -1.386E+02 -3.264E+01 2.995E+03 -3.?s8E+03

-1.349E+02 -1.303E+02 -1.394E+02 4.593E+03 -4.863E+03 -4.367E+03 6

4 1.895E+02 -1.163E+04 1.201E+04 -1.703E+03 2.082E+03 1.390E+04 1.895E+02 -2.283E+02 6.073E+02 5.201E+03 -4.822E+03 5.618E+03 7

1.3.878E+01 -4.193E+03 4.270E+03 7.937E+01 -1.806E+00 4.311E+03 3.878E+01 8.000t+03 -7.922E+03 -1.421E+02 2.196E+02 8.181E+03 7

2 2.520E+02 4.058E+03 -5.554E+03 2.502E+03 -1.998E+03 6.308E+03 2.520E+02 4.819E+03 -4.315E+03 -4.314E+03 4.818E+03 9.386E+03

~

7 3 -5.668E+01 -5.20SE+01 ~6.128E+01 -1.741E+03 1.627E+03 -1.745E+03

-5.668E+01 -5.104E+01 -6.232E+01 4.592E+03 -4.705E+03 -4.711E+03 7

4 2.341E+02 -1.867E+02 6.549E+02 8.404E+02 -3.723E+02 1.261E+03 2.341E+02 1.277E+04 -1.230E+04 1.350E+02 3.331E+02 1.287E+04 8

1 3.975E+00 3.975E+00 3.975E+00 3.975E+00 3.975E+00 3.975E+00

?

p"f(

3.975E+00 7.807E+03 -7.800E+03 4.694E+02 -4.611E+02 8.273E+03 hf 8

2 7.020E+02 7.020E+02 7.020E+02 7.020E+02 7.020E+02 7.020E+02 7.020E+02 -7.801E+02 2.184E+03 4.855E+02 9.185E+02 2.401E+03 9

1 b

h '0,g 8

3 9.240E+02 9.240E+02 9.240E+02 9.240E+02 9.240E+02 9.240E+02 9.240E+02 9.105E+02 9.375E+02 -2.492E+04 2.677E+04 2.678E+044-8 4 1.630E+03 1.630E+03 1.630E+03 1.630E+03 1.630E+03 1.630E+03 1.630E+03 7.938E+03 -4.678E+03 -2.396E+04 2.722E+04 3.353E+04 9

1 9.057E+00 7.814E+03 -7.796E+03 5.762E+01 -3.951E+01 7.863E+03 9.057E+00 1.077E+04 1.075E+04 2.645E+02 -2.463E+02 1.102E+04 9

2 6.875E+02 -7.943E+02 2.169E+03 1.229E+03 1.457E+02 2.711E+03 6.875E+02 -1.453E+03 2.828E+03 3.901E+02 9.848E+02 3.125E+03 9

3 6.520E+02 6.386E+02 6.654E+02 -2.879E+03 4.183E+03 4.196E+03 6.520E+02 6.326E+02 6.714E+02 -1.389E+04 1.519E+04 1.521E+04 9

4 1.349E+03 7.658E+03 -4.961E+03 -1.592E+03 4.289E+03 1.060E+04 1.349E+03 9.945E+03 -7.248E+03 -1.323E+04 1.593E+04 2.453E+04 RB2302F%.S Page 12 of 21

EQE ENGINEERING SHEET 7.l-3 b JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY M4 DATE b O-Y CALC.NO.

CN SUBJECT._,,

CK N DATE 3 '2'I.-

10 1

1.266E+01 1.077E+04 -1.074E+04 -2.723E+01 5.255E+01 1.081E+04 1.266E+01 1.320E+04 -1.318E+04 1.792E+02 -1.538E+02 1.337E+04 10 2

6.728E+02 -1.467E+03 2.813E+03 1.171E+03 1.748E+02 3.311Et03 6.728E+02 -2.126E+03 3.472E+03 2.503E+02 1.095E+03 3.894E+03 10 3

4.679E+02 4.486E+02 4.872E+02 1.026E+03 -9.054E+01 1.046E+03 4.679E+02 4.426E+02 4.932E+02 -9.552E+03 1.049E+04 1.051E+04 10 4

1.153E+03 9.751E+03 -7.444E+03 2.170E+03 1.368E+02 1.077E+04

~

1.153E+03 1.152E+04 '-9.214E+03 -9.123E+03 1.143E+04 2.180E+04 11 1

1.564E+01 1.321E+04 -1.318E+04 -6.217E+01 9.344E+01 1.328E+04 1.564E+01 1.409E+04 -1.406E+04 1.469E+02 -1.156E+02 1.422E+04 11 2

6.259E+02 -2.173E+03 3.425E+03 2.073E+03 -8.212E+02 4.872E+03 6.259E+02 -2.831E+03 4.083E+03 -1.753E+03 3.004E+03 6.462E+03 11 3 3.297E+02 3.045E+02 3.549E+02 1.639E+03 -9.791E+02 1.664E+03 3.297E+02 2.985E+02 3 609E+02 -7.942E+03 8.502E+03 8.533E+03 11 4

9.712E+02 1.134E+04 -9.356E+03 3.649E+03 -1.707E+03 1.402E+04 9.712E+02 1.156E+04 -9.613E+03 -9.448E+03 1.139E+04 2.197E+04 12 1

1.835E+01 1.409E+04 -1.405E+04 -7.337E+01 1.101E+02 _1.418E+04 1.835E+01 1.197E+04 -1.193E+04 9.189E+01 -5.518E+01 1.204E+04 12 2 5.376E+02 -2.920E+03 3.995E+03 2.321E+03 -1.246E+03 5.779E+03 5.376E+02 -3.414E+03 4.489E+03 -1.465E+03 2.540E+03 6.491E+03 12 3 2.252E+02 1.941E+02 2.563E+02 6.311E+02 -1.808E+02 6.622E+02 2.252E+02 1.896E+02 2.608E+02 -4.118E+03 4.568E+03 4.604E+03 12 4 7.811E+02 1.136E+04 -9.801E+03 2.879E+03 -1.317E+03 1.346E+04 7.811E+02 8.747E+03 -7.184E+03 -5.491E+03 7.053E+03 1.502E+04 13 1 2.119E+01 1.197E+04 -1.193E+04 -1.361E+02 1.785E+02 1.213E+04 2.119E+01 4.629E+03 -4.586E+03 9.888E+01 -5.650E+01 4.706E+03 13 2

4.726E+02 -3.479E+03 4.424E+03 5.373E+02 4.078E+02 4.489E+03 4.726E+02 -4.467E+03 5.412E+03 -3.251E+01 9,

'1E+02 5.917E+03 13 3 1.351E+02 9.961E+01 1.706E+02 3.-18 4 E+0 3 -

JE+03 3.219E+03~

1.351E+02 9.062E+01 1.796E+02 -4.560E+03 J1E+03 4.875E+03 13 4

6.289E+02 8.592E+03 -7.334E+03 -3.585E+03 -2.327E+03 1.155E+04 6.289E+02 2.522E+02 1.006E+03 -4.494E+03 5.752E+03 6.128E+03 14 1 2.424E+01 4.629E+03 -4.581E+03 -1.568E+02 2.053E+02 4.810E+03 2.424E+01 -5.815E+03 5.863E+03 2.423E+02 -1.939E+02 6.081E+03 14 2

4.148E+02 -4.525E+03 5.355E+03 1.492E+03 -6.626E+02 6.433E+03 4.148E+02 -5.514E+03 6.343E+03 -5.325E+03 6.155E+03 1.208E+04 14 3 5.694E+01 1.251E+01 1.014E+02 1.774E+03 -1.661E+03 1.319E+03 5.694E+01 3.743E+00 1.101E+02 -4.598E+03 4. 7 '.2 E+ 0 3 4.765E+03 14 4

4.960E+02 1.163E+02 8.758E+02 3.110E+03 -2.118E+03 3.490E+03 4.960E+02 -1.132E+04 1.232E+04 -9.681E+03 1.067E+04 2.249E+04 15 1 -8.388E-04 9.700E-01 -9.717E-01 -4.169E+02 4.169E+02 -4.178E+02

-8.545E-04 -2.585E+03 2.585E+03 -1.390E+02 1.390E+02 -2.724E+03 15 2 -3.396E+01 -3.366E+01 -3.426E+01 -7.682E+02 7.003E+02 -7.685E+02

-3.396E+01 -3.386E+01 -3.406E+01 8.001E+02 -8.681E+02 -8.682E+02 15 3 -2.153E+01 -2.143E+01 -2.163E+01 2.229E+04 -2.233E+04 -2.233E+04

-2.153E+01 -2.150E+01 -2.157E+01 7.416E+03 -7.459E+03 7.459E+03 15 4 -5.550E+01 -5.413E+01 -5.687E+01 2.111E+04 -2.122E+04 -2.122E+04 l

-5.550E+01 -2.640E+03 2.529E+03 8.077E+03 -8.188E+03 -1.077E+04 RB2302FX.S Page 13 of 21

EQE ENGINEERING SHEET 7./- 3 7 JOB NO.

42112 JOB Oyster Creek A-46 Cable Tray Evaluations BY 79 h DATE 7-/6 8 CALC. NO.

DO D' SUBJECT CK,b DATE 3 *11-I 16 1 -8.545E-04 -2.585E+03 2.585E+03 -1.390E+02 1.390E+02 -2.724E+03

-8,545E-04 -1.293E+03 1.293E+03 1.389E+02 -1.390E+02 -1.432E+03 16 2 -3.396E+01 -3.386E+01 -3.406E+01 8.001E+02 -8.681E+02 -8.682E+02

-3.396E+01 -3.406E+01 -3.386E+01 3.964E+00 -7.189E+01 -7.199E+01 16 3 2.171E+01 2.174E+01 2.168E+01 7.459E+03 -7.416E+03 7.459E+03 2.171E+01 2.168E+01 2.174E+01 -7.415E+03 7.459E+03 7.459E+03 16 4 -1.225E+01 -2.597E+03 2.572E+03 8.120E+03 -8.145E+03 -1.073E+04

-1.225E+01 -1.305E+03' 1.281Z+03 -7.273E+03

-7.2 4 8E+03 -8. 566E+03 17 1 -8.388E-04 1.065E+00 -1.066E+00 4.169E+02 -4.169E+02 -4.179E+02

-8.545E-04 1.293E+03 -1.293E+03 1.389E+02 -1.390E+02 -1.432E+03 17 2 -3.396E+01 -3.366E+01 -3.426E+01 -7.922E+02 7.243E+02 -7.925E+02

-3.396E+01 -3.386E+01 -3.406E+01 3.964E+00 -7.189E+01 -7.199E+01 17 3 2.171E+01 2.181E+01 2.161E+01 -2.229E+04 2.233E+04 2.233E+04-2.171E+01 2.174E+01 2.168E+01 -7.415E+03 7.459E+03 7.459E+03 17 4 -1.225E+01 -1. 079E+01 - 1.372E+01 -2. 2 67E+04 2.264E+04 -2.267E+04'

-1.225E+01 1.281E+03 -1.305E+03 -7.273E+03 7.248E+03 -8.566E+03 18 1 -2.020E-02 -7.993E+00 7.952E+00 -2.953E+02 2.953E+02 -3.033E+02

-2.026E-02 -2.593E+03 2.593E+03 -9.845E+01 9.841E+01 -2.691E+03 18 2 -3.724E+00 -3.828E+00 -3.619E+00 -7.603E+02 7.529E+02 -7.604E+02

-3.724E+00 -3.758E+00 -3.689E+00 8.031E+S2 -8.106E+02 -8.106E+02 18 3 -2.349E+01 -2.350E+01 -2.349E+01 1.507E+04 -1.512E+04 -1.512E+04

-2,349E+01 -2.350E+01 -2.349E+01 5.009E+03 -5.056E+03 -5.356E+03 18 4 -2.724E+01 -3.532E+01 -1.916E+01 1.402E+04 -1.407E+04 -1.408E+04

-2.724E+01 -2.620E+03 2.566E+03 5.713E+03 -5.768E+03 -8.361E+03 19 1 -2.026E-02 -2.593E+03 2.593E+03 -9.845E+01 9.841E+01 -2.691E+03

-2.020E-02 -1.300E+03 1.300E+03 9.841E+01 -9.845E+01 -1.399E+03 19 2 -3.724E+00 -3.758E+00 -3.689E+00 8.031E+02 -8.106E+02 -8.106E+02

-3.724E+00 -3.689E+00 -3.758E+00 1.991E+00 -9.438E+00 -9.473E+00 19 3

1.975E+01 1.975E+01 1.975E+01 5.052E+03 -5.013E+03 5.052E+03 1.975E+01 1.975E+01 1.975E+01 -5.014E+03 5.053E+03 5.053E+03 19 4

1.601E+01 -2.577E+03 2.609E+03 5.757E+03 -5,.725E+03 8.350E+03 1.601E+01 -1.284E+03 1.316E+03 -4.913E+03 4.945E+03 6.246E+03 20 1 -2.020E-02 7.800E+00 -7.840E+00 2.953E+02 -2.953E+02 -3.031E+02

-2.020E-02 1.300E+03 -1.300E+03 9.841E+01 -9.845E+01 -1.399E+03 20 2 -3.724E+00 -3.828E+00 -3.619E+00 -7.991E+02 7.917E+02 -7.992E+02

-3.724E+00 -3.758E+00 -3.689E+00 1.991E+00 -9.438E+00 -9.473E+00 20 3

1.975E+01 1.975E+01 1.975E+01 -1.508E+04 1.512E+04 1.512E+04 1.975E+01 1.975E+01 1.975E+01 -5.014E+03 5.053E+03 5.053E+03 20 4

1.601E+01 2.372E+01 8.293E+00 -1.558E+04 1.5C2E+04 1.562E+04 1.601E+01 1.316E+03 -1.284E&O3 -4.913E+03 4.945E+03 6.246E+03 21 1

1.204E-01 -3.962E+01 3.986E+01 -2.441E+02 2.443E+02 2 '. 8 4 0 E+02 1.204E-01 -3.912E+03 3.912E+03 -8.123E+01 8.148E+01 3.993E+03 21 2 -1.328E+02 -1.330E+02 -1.327E+02 -1.396E+03 1.130E+03 -1,396E+03

-1.328E+02 -1.329E+02 -1.328E+02 7.664E+02 -1.032E+03 -1.032E+03

-21 l

3 -3.630E+01 -3.630E+01 -3.629E+01 1.130E+04 -1.137E+04 -1.137E404

-3.630E&01 -3.630E+01 -3.630E+01 3.744E+03 -3.817E+03 -3.817E+03 21

.4 -1.690E+02 -2.089E+02 -1.291E+02 9.659E+03 -9.997E+03 -1.004E+04

-1.690E+02 -4.081E+03 3.743E+03 4.429E+03 -4.767E+03 -8.679E+03 RB2302FX.S Page 14 of 21

l l

l 9

EQE ENGINEERING SHEET M -3 0.

JOB NO.

42112 JOB Ovster Creek A.46 Cable Trav Evaluadons

_._B Y EN)r DATE 3-b~Y CALC. NO.

Uk SUBJECT CK N DATE b 1 1*

22 1

1.204E-01 -3.912E+03 3.912E+03 -0.123E+01 8.148E+01 3.993E+03 1.204E-01 -3.906E+03 3.907E+03 8.160E+01 -6.135E+01 3.988E+03 22 2 -1. 32 8E+02 -1. 329E+G2 -1.328E+02 7.664E+02 -1.032E+03 -1.032E+03

-1.328E+02 -1.328E+02 -1.329E+02 5.643E+02 -8.299E+02 -8.300E+02 22 3

6.946E+00 6.944E+00 6.947E+00 3.788E+03 -3.774E'03 3.788E+03 6.94CE+00 6.947E+00 6.944E+00 -3.767E+03 3.781E+03 3.781E+03 22 4 -1.258E+02 -4.038E+03 3.786E+03 4.473E+03 -4.724E+03 -8.636E+03

-1.258E+02 -4.032E+03 3.781E+03 -3.121E+03 2.870E+03 -7.028E+03 23 1

1.204E-01 2.1*.3E+01 -2.349E+01 2.444E+02 -2.442E+02 2.680E+02 1.204E-01 3.907E+03 -3.906E+03 8.160E+01 -8.135E+01 3.988E+03 23 2 -1.328E+02 -1.330E+02 -1.327E+02 -2.002E+03 1.737E+03 -2.003E+03

-1.328E+02 -1.329E+02 -1.328E+02 5.643E+02 -8.299E+02 -8.300E+02 23 3 5.019E+01 5.018E+01 5.019E+01 -1.128E+04 1.130E+04 1.138E+04 5,I19E+01 5.019E+01 5.019E+01 -3.724E+03 3.824E+03 3.824E+03 23 4 -8.252E+01 -5.905E+01 -1.060E+02 -1.304E+04 1.287E+04 -1,306E+04

-8.252E+01 3.824E+03 -3.989E+03 -3.078E+03 2.913E+03 -6.985E+03 24 1 5.176F-01 1.085E+02 -1.075E+02 -2.226E+02 2.237E+02 3.317E+02 5.176E-01 -1.845E+04 1.845E+04 -7.392E+01 7.496E+01 1.853E D1_

24 2 -5.589E+01 -5.603E+01 -5.574E+01 -6.876E+03 6.765E+03 -6.877E+03

-5. 5 8 9E+01 -5. 593E+01 -5.5 8 4E+01 5.438E+03 -5.550E+03 -5.550E+03 24 3 -1.696E+02 -1.696E+02 -1.696E+02 8.404E+03 -8.743E+03 -8.743E+03

-1.696E+02 -1.696E+02 -1.696E+02 2.687E+03 -3.026E+03 -3.026E+03 24 4 -2.249E+02 -1.171E+02 -3.328E+02 1.305E+03 -1.755E+03 -1.863E+03

-2.249E+02 -1.868E+04 1.823E+04 8.051E+03 -8.501E+03 -2.695E+04#f 25' 1

5.176E-01 -1.845E+04 1.845E+04 -7.392E+01 7.496E+01 1.853E+04-5.176E-01 -9.187E+03 9.188E+03 7.477E+01 -7.374E+01 9.262E+03 25 2 -5.589E+01 -5.593E+01 -5.584E+01 5.438E+03 -5.550F+03 -5.550E+03

-5.589E+01 -5.584E+01 -5.593E+01 6.100E+02 -7.217E+02 -7.218E+02 25 3 1.440E+02 1.440E+02 1.440E+02 3.000E+03 -2.713E+03 3.000E+03-

~ '

1.440E+02 1.440E+02 1.440E+02 -2.7175+03 3.005E+03 3.005E+03 25 4

8.859E+01 -1.836E+04 1.854E+04 8.365E+03 -8.188E+03 2.682E+04 8.859E+01 -9.099E+03 9.276E+03 -2.032E+03 2.209E+03 1.140E+04 26 1 5.176E-01 -7.603E+01 7.706E+01 2.235E+02 -2.224E+02 3.000E+02 5.176E-01 9.188E+03 -9.187E+03 7.477E+01 -7.374E+01 9.262E+03 26 2 -5. 58 92+01 -5. 603E+01 -5. 574E+01 -4.218E+03 4.106E+03 -4.218E+03

-5.589E+01 -5.593E+01 -5.584E+01 6.100E+02 -7.217E+02 -7.218E+02 26 3 1.440E+02 1.440E+02 1.440E+02 -8.434E+03 8.722E+03 8.722E+03 1.440E+02 1.440E+02 1.440E+02 -2.717E+03 3.005E+03 3.005E+03 26 4

8.859E+01 1.189E+01 1.653E+02 -1.243E+04 1.261E+04 1.268E+04 8.859E+01 9.276E+03 -9.099E+03 -2.032E+03 2.209E+03 1.140E+04 27 1 -2.911E+00 -6.644E+01 6.062E+01 -2.367E+02 2.308E+02 -3.002E+02

-2.911E+00 -2.644E+03 2.639E+03 -8.180E+01 7.598E+01 -2.723E+03 27 2

2.134E+02 2.132E+02 2.137E+02 -8.475E+02 1.274E+03 1.275E+03 2.134E+02 2.134E+02 2.135E+02 4.264E+02 4.888E-01 4.264E+02 27 3 -3.481E+01 -3.481E+01 -3.480E+01 7.346E+03 -7.416E+03 -7.416E+03

-3.481E+01 -3.481E+01 -3.481E+01 2.422E+03 -2.491E+03 -2.191E+03 27 4

1.757E+02 1.119E+02 2.395E+02 6.262E+03 -5.910E+03 6.326E+03 1.757E+02 -2.466E+03 2.817E+03 2.766E+03 -2.415E+03 5.408E+03 s;

e RB2302FX.S Page 15 of 21 4

(I!

EQE ENC 7 EERING SHEET 7. /- 3'7 JOB NO. 42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY h4 DATE 3 O T CAI.C. NO.

OO D SUBJECT CK M

DATE36 28 1 -2.911E+00 -2.644E+03 2.638E+03 -8.180E+01 7.598E+01 -2.723E+03

-2.911E+00 -5.222E+03 5.216E+03 7.307E+01 -7.889E+01 -5.298E+03 28 2

2.134E+02 2.134E+02 2.135E+02 4.264E+C2 4.988E-01 4.264E+02 2.134E+02 2.135E+02 2.134E+02 1.700E+03 -1.273E+03 1.700E+03 28 3 -3.481E+01 -3.481E+01 -3.481E+01 2.422E+03 -2.491E+03 -2.491E+03

-3.481E+01 -3.481E+01 -3.481E+01 -2.502E+03 2.433E+03 -2.502E+03 28 4

1.757E+02 -2.466E+03 2.817E+03 2.766E+03 -2.415E+03 5.408Et03 1.757E+02 -5.043E+03 5.394E+03 -7.291E+02 1.080E+0.3 6.299E+03 29 1 -2.911E+00 3.844E+01 -4.426E+01 2.,279E+02 -2.338E+02 -2.751E+02

-2.911E+00 5.216E+03 -5.222E+03 7.307E+01 -7.889E+01 -5.298E+03 29 2 2.134E+02 2.132E+02 2.137E+02 -1.854E+03 2.280E+03 2.281E+03 2.134E+02 2.134E+02 2.135E+02 1.700E+03 -1.273E+03 1.700E+03 29 3 5.348E+01 5.347E+01 5.349E+01 -7.338E+03 7.445E+03 7.445E+03 5.348E+01 5.348E+01 5.348E+01 -2.414E+03 2.521E+03 2.521E+03 29 4 2.640E+02 3.051E+02 2.229E+02 -8.964E+03 9.492E+03 9.533E+03 2.640E+02 5.483E+03 -4.955E+03 -6.408E+02 1.169E+03 6.388E+03 30 1 5.002E+00 9.100E+00 9.042E-01 -2.372E+02 2.472E+02 2.513E+02 5.002E+00 -2.577E+03 2.587E+03 -7.021E*01 8.021E+01 2.663E+03 30 2 -1.904E+02 -1.908E+02 -1.900E+02 -1.955E+03 1.574E+03 -1.566E+03

-1.904E+02 -1.906E+02 -1.$03E+02 -2.853E+02 -9.554E+01 -2.855E+02 30 3 -4.649E+01 -4.593E+01 -4.704E+03 6.365E+03 -6.458E+03 -6.459E+03

-4.649E+01 -4.630E+01 -4.667E+C1 2.090E+03 -2.183E+03 -2.184E+03 30 4 -2.319E+02 -2.276E+02 -2.362E+02 4.173E+03 -4.637E+03 -4.641E+03

-2.319E+02 -2.614E+03 2.350E+03 1.735E+03 -2.199E+03 -4.781E+03 31 1 5.002E+00 -2.577E+03 2.587E+03 -7.021E+01 8.021E+01 2.663E+03 5.002E+00 -5.164E403 5.174E+03 9.675E+01 -8.675E+01 5.266E+03 31 2 -1.904E+02 -1.906E+02 -1.903E+02 -2.853E+02 -9.554E+01 -2.855E+02

-1.904E+02 -1.903E+02 -1.905E+02 1.385E+03 -1.766E+03 -1.766E+03 31 3 -4.649E401 -4.630E+01 -4.657E+01 2.090E+03 -2.183E+03 -2.184E+03

-4.649E+01 -4.666E+01 -4.631E+01 -2,185E+03 2.092E+03 -2.185E+03 31 4 -2.319E+02 -2.814E+03 2.350E+03 1.735E+03 -2.199E+03 -4.781E+03

-2.319E+02 -5.401E+03 4.937E+03 -7.031E+02 2.393E+02 -5.872E+03 32 1 5.002E+00 5.121E+00 4.883E+00 2.637E+02 -2.537E+02 2.638E+02 5.002E+00 5.174E+03 -5.164E+03 9.675E+01 -8.675E+01 5.266E+03 32 2 -1.SO4E+02 -1.908E+02 -1.901E+02 -1.773E+03 1.392E+03 -1.773E+03

-1.904E+02 -1.905E+02 -1.903E+02 1.385E+03 -1.766E+03 -1.766E+03 32 3

4.180E+01 4.235E+01 4.126E+01 -6.371E+03 6.455E+03 6.455E+03 4.180E+01 4.198E+01 4.162E+01 -2.096E+03 2.180E+03 2.180E+03 l

32 4 -1.436E+02 -1.433E+02 -1.440E+02 -7.880E+03 7.593E+03 -7.881E+03

-1.436E+02 5.025E+03 -5.312E+03 -6.148E+02 3.276E+01 -5.784E+03 33 1 2.243E+02 6.854E+03 -6.405E+03 4.564E+01 4.029E+02 7.033E+03 2.243E402 -1.094E+04 1.' 13 9 E+0 4 3.086E+02 1.399E+02 _1.147E+04 33 2 2.074E+02 2.030E+02 2.119E+02 -4.350E+03 4.765E+03 4.769E+03 2.074E+02 2.009E+02 2.140E+02 6.424E+03 -6.010E+03 6.431E+03 33 3 -1.579E+02 2.607E+02 -5.764E+02 4.487E+03 -4.803E+03 -5.221E+03

-1.579E+02 -2.958E+02 -1.997E+01 -1.711E+03 1.395E+03 -1.848E+03 33 4 2.738E+02 7.318E+03 -6.770E+03 1.826E+02 3.651E+02 7.40SE+03 2.738E+02 -1.104E+04. 1.158E+04 5.023E+03 -4.475E+03 1.633E+04 RB2302FX.S Page 16 of 21

b EQE ENGINEERLNG SHEET ?.l-40 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY T2D /r DATE 3~ b T CALC.No.

OO E SUBJECT CK b DATE 3-1"2.M 34 1 2.243E+02 -7.808E+03 6.257E+03 4.401E+02 8.459E+00 8.472E+03 2.243E+02 1.139E+04 -1.094E+04 3.086E+02 1.399E+02 1.147F+04 34 2 2.074E+02 2.150E+02 1.998E+02 -5.528E+03 5.943E+03 5.951E+03 2.074E+02 2.140E+02 2.009E+02 6.424E+03 -6.010E+03 6.431E+03 34 3

1.592E+02 5.754E+02 -2.569E+02 -4.492E+03 4.811E+03 5.227E+03 1.592E+02 2.971E+02 2.135E+01 -1.393E+03 1.712E+03 1.850E+03 34 4

5.909E+02 -7.018E+03 8.200E+03 -9.580E+03 1.076E+04 1.837E+04 5.909E+02 1.190E+04 -1.072E+04 5.340E+03 -4.158E+0.3 1.665E+04 35 1 1.2433+03 1.244E+03 1.242E+03 7.120E+03 -4.634E+03 7.121E+03 1.243E+03 -2.185E+03 4.671E+03 -3.'19E+03 5.905E+03 9.333E+03 4

35 2 3.427E+01 3.548E+01 3.306E+01 2.115E+02 -1.430E+02 2.127E+02 3.427E+01 4.208E+03 -4.140E+03 -1.086E+02 1.771E+02 4.351E+03 35 3 -2.848E+02 -2.848E+02 -2.848E+02 -1.134E+04 1.077E+04 -1.134E+04

-2.848E+02 -2.882E+02 -2.813E+02 1.152E+04 -1.209E+04 -1.209E+04 35 4

9.926E+02 9.949E+02 9.903E+02 -4.007E+03 5.992E+03 5.995E+03 9.926E+02 1.735E+03 2.503E+02 7.990E+03 -6.005E+03 8.732E+03 36 1

1.188E+03 -2.240E+03 4.616E+03 -6.311E+02 3.007E+03 6.435E+03 1.188E+03 -3.063E+03 5.439E+03 -1.980E+02 2.574E+03 6.825E+03 36 2 3.386E+01 4.208E+03 -4.141E+03 -6.490E+01 1.326E+02 4.307E+03 3.386E+01 4.774E+03 -4.706E+03 3.191E+01 3.582E+01 4.776E+03 36 3 -1.443E+02 -1.478E+02 -1.408E+02 2.472E+02 -5.358E+02 -5.393E+02

-1.443E+02 -1.486E+02 -1.400E+02 6.838E+03 -7.127E+03 -7.131E+03 36 4

.077E+03 1.821E+03 3.343E+02 -4.488E+02 2.604E+03 3.347E+03 1.077E+03 1.562E+03 5.927E+02 6.672E+03 -4.517E+03 7.157E+03 37 1 1.108E+03 -3.143E+03 5.359E+03 3.109E+03 -8.939E+02 7.360E+03 1.108E+03 -3.967E+03 6.182E+03 2.759E+02 1.940E+03 7.014E+03 37 2 3.371E+01 4.774E+03 -4.706E+03 4.1'78E+01 2.565E+01 4.782E+03 3.371E+01 4.523E+03 -4.455E+03 2.844E+01 3.899E+01 4.528E+03 37 3 -6.244E+01 -6.673E+01 -5.815E+01 1.848E+02 -3.097E+02 -3.140E+02

-6.244E+01 -6.755E+01 -5.732E+01 4.103E+03 -4.228E+03 -4.233E+03 37 4

1.079E+03 1.564E+03 5.943E+02 3.336E+03 -1.178E+03 3.821E+03 1.079E+03 4.888E+02 1.669E+03 4.408E+03 -2.250E+03 4.998E+03 38 1

1.049E+03 -4.026E+03 6.123E+03 2.851E+03 -7.534E+02 7.926E+03 l

1.049E+03 -4.987E+03 7.084E+0? -2.387E+03 4. 4 8 4 E+0 3 _ __1. 0 5 2 E+0 4 38 2

3.365E+01 4.522EF03 -4.455E+03 3.423E+01 3.307E+01 4.523E+03 3.365E+01 3.579E+03 -3.511E+03 1.556E+01 5.174E+01 3.597E+03 38 3 -1.183E+01 -1. 693E+01 -6.733E+00 6.498E+00 -3.016E+01 -3.526E+01

-1.183E+01 -1.788E+01 -5.778E+00 3.649E+03 -3.673E+03 -3.679E+03 38 4

1.071E+03 4.795E+02 1.662E+03 2.892E+03 -7.505E+02 3.483E+03 1.071E+03 -1.426E+03 3.567E+03 1.278E+03 8.634E+02 3.774E+03 39 1 7.739E+02 -5.262E+03 6.810E+03 7.821E+03 -6.274E+03 1.386E+04 7.739E+02 -7.185E+0*a 8.733E+03 -8.830E+03 1.038E+04 1.834E+04 39 2

3.362E+01 3.577E+03 -3.510E+03 1.578E+01 5.146E+01 3.595E+03 3.362E+01 -4.533E+03 4.600E+03 4.111E+01 2.613E+01 4.607E+03 39 3 7.415E+00 1.390E+00 1.344E+01 2.090E+03 -2.075E+03 2.096E+03 7.415E+00 1.717E+00 1.311E+01 -5.997E+02 6.145E+02 6.202E+02 l

39 4

8.149E+02 -1.683E+03 3.313E+03 9.927E+03 -8.297E+03 1.243E+04 8.149E+02 -1.172E+04 1.335E+04 -9.389E+03 1.102E+04 2.355E+04 l

RB2302FX.S Page 17 of 21 l

i 1

i l

l EQE ENGINEERING SHEET 7I~ d f JOB NO. 42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY_ % /-

DATE 3-Ho-T CALC.NO.

O O Z' SUBJECT CK b

DATE 3-T2. -9[

40 1 1.563E+03 1.565E+03 1.562E+03 1.221E+04 -9.085E+03 1.221E+04 1.563E+03 4.083E+03 -9.566E+02 -9.125E+02 4.039E+03 6.559E+03 40 2 4.295E+01 4.416E+01 4.174E+01 3.155E+02 -2.296E+02 3.167E+02 4.295E+01 -5.465E+03 5.551E+03 1.316E+00 0.459E+01 5.593E+03 40 3 2.852E+02 2.CS2E+02 2.852E+02 1.597E+04 -1.540E+04 1.597E+04 2.852E+02 3.071E+02 2.633E+02 -1.341E+04 1.398E+04 1.401E+04 40 4 1.892E+03 1.894E+03 1.889E+03 2.850E+04 -2.471E+04 2.850E+04 1.892E+03 -1.075E+03 4.858E+03 -1.432E+04 1.811E+04 2.107E+04 41 1 1.520E+03 4.040E+03 -1.001E+03 4.122E+02 2.627E+03 5.147E+03 1.520E+03 4.644E+03 -1.605E+03 2.248E+02 2.814E+03 5.939E+03 i

41 2 4.336E+01 -5.465E+03 5.551E+03 -2.070E+01 1.074E+02 5.616E+03 4.336E+01 -6.284E+03 6.371E+03 7.754E+01 9.171E+00 6.405E+03 41 3 1.447E+02 1.666E+02 1.228E+02 -1.919E+03 2.209E+03 2.231E+03 1.447E+02 1.719E+02 1.176E+02 -6.505E+03 6.795E+03 6.822E+03 41 4

1.708E+03 -1.258E+03 4.673E+03 -1.528E+03 4.943E+03 7.909E+03 1.708E+03 -1.468E+03 4.883E+03 -6.203E+03 9.618E+03 1.279E+04 42 1 1.387E+03 4.512E+03 -1.738E+03 3.933E+03 -1.159E+03 7.058E+03 1.387E+03 5.116E+03 -2.342E+03 4.786E+02 2.296E+03 6.025E+03 42 2 4.351E+01 -6.284E+03 6.371E+03 6.320E+01 2.381E+01 6.391E+03 4.351E+01 -5.838E+03 5.925E+03 5.128E+01 3.573E+01 5.933E+03 42 6.287E+01 9.003E+01 3.571E+01 1.039E+02 2.185E+01 1.310E+02 6.287E+01 9.529E+01 3.045E+01 -4.140E+03 4.266E+03 4.298E+03 42 4

1.493E+03 -1.682E+03 4.669E+03 4.100E+03 -1.113E+03 7.275E+03 1.493E+03 -6.266E+02 3.613E+03 -3.610E+03 6.597E+03 8.717E+03 43 1 1.305E+03 5.034E+03 -2.424E+03 2.925E+03 -3.140E+02 6.654E+03 1.305E+03 5.739E+03 -3.128E+03 -3.037E+03 5.648E+03 1.008E+04 43 2 4.357E+01 -5.839E+03 5.926E+03 4.707E+01 4.007E+01 5.929E+03 4.357E+01 -4.398E+03 4.485E+03 3.007E+01 5.707E+01 4.' 4 9 9 E+ 03 43 3 1.226E+01 4.470E+01 -2.018E+01 -3.689E+01 6.141E+01 9.385E+01 1.226E+01

.3.085E+01 -2.632E+01 -3.641E+03 3.666E+03 3.704E+03 43 4 1.361E+03 -7.597E+02 3.482E+03 2.935E+03 -2.125E+02 5.056E+03 1.361E+03 1.392E+03 1.331E+03 -6.648E+03 9.371E+03 9.401E+03 44 1 9.695E+02 5.402E+03 -3.463E+03 7.432E+03 -5.493E+03 1.187E+04 9.695E+02 6.811E+03 -4.872E+03 -1.067E+04 1.261E+04 _1.845E+04 44 2

4.360E+01 -4.399E+03 4.487E+03 2.502E+01 6.218E+01 4.505E+03 4.360E+01 5.973E+03 -5.886E+03 5.369E+01 3.351E+01 5.983E+03 44 3,-6.982E+00 3.163E+01 -4.560E+01 -2.082E+03 2.068E+03 -2.120E+03

-6.982E+00 4.616E+01 -6.013E+01 5.966E+02 -6.105E+02 -6.637E+02 44 4

1.006E+03 1.055E+03 9.776E+02 5.376E+03 -3.363E+03 5.404E+03 1.006E+03 1.283E+04 -1.082E+04 -1.002E+04 1.203E+04 2.385E+04 l

43 1 -8.728E+00 -9.713E+00 -7.743E+00 5.868E+03 -5.885E+03 -5.886E+03

-8.728E+00 1.285E+02 -1.459E+02 -3.621E+03 3.603E+03 -3.758E+03 l

45 2 -2.089E-01 -1.423E+00 1.005E+00 1.771E+02 -1.775E+02 -1.787E+02 1

-2.089E-01 -3.010E+02 3.006E+02 -9.992E+01 9.951E+01 -4.008E+02 45 3 -1.954E+01 -1.953E+01 -1.954E+01 -1.107E+04 1.103E+04 -1.107E+04 l

-1.954E+01 -1.835E+01 -2.073E+01 -1.047E+03 1.008E+03 -1.048E+03 45 4

-2. 8 4 8 E+01 -3. 0 67E+01 -2. 62 8 E+01 -5. 02 8 E+0 3 4.971E+03 -b.030E+03

-2.848E+01 -1.909E+02 1.340E+02 -4.767E+03 4.710E+03 -4.930E+03 RB2302FX.S Page 18 Y21

t EQE ENGINEERING SHEET 7./-M7 l

JOB NO.

42112 JOB Ovster Creek A-86 Cable Trav Evaluations BY I7.h A' DATE 3-/6 Y5' CALC. NO. oO L SUBJECT CK b DATE b D 46 1 -8.728E+00 1.285E+02 -1.459E+02 -3.621E+03 3.603E+03 -3.758E+03

-8.728E+00 2.666E+02 -2.841E+02 -1.311E+04 1.309E+04 -1.338E+04 46 2 -2.089E-01 -3.010E+02 3.006E+02 -9.992E+01 9.951E+01 -4.008E+02

-2.089E-01 -6.007E+02 6.002E+02 -3.769E+02 3.765E+02 -9.773E+02 46 3 -1.954E+01 -1.835E+01 -2.073E+01 -1.047E+03 1.008E+03 -1.048E+03

-1.954E+01 -1.716E+01 -2.192E+01 8.980E+03 -9.019E+03 -9.021E+03 46 4 -2.848E+01 -1.909E+02 1.340E+02 -4.767E+03 4.710E+03 -4.930E+03

-2.848E+01 -3.512E+02 2.942E+02 -4.506E+03 4.449E+03 -4.829E+03 47 1

8.728E+01 3.619E+02 -1.874E+02 -2.366E+04 2.384E+04 2.411 rand 8.728E+01 8.728E+01 8.728E+01 8.'728E+01 8.728E+01 8.728E+01 47 2 2.089E+00 -5.991E+02 6.033E+02 -E.471E+02 6.513E+02 1.253E+03 2.089E+00 2.089E+00 2.089E+00 2.089E+00 2.089E+00 2.089E+00 1

47 3 1.954E+02 1.978E+02 1.930E+02 -6.488E+03 6.879E+03 6.881E+03 1.954E+02 1.954E+02 1.954E+02 1.954E+02 1.954E+02 1.954E+02 47 4 2.848E+02 -3.944E+01 6.090E+02 -3.080E+04 3.1375+04 3.169E+04 2.840E+02 2.848E+02 2.848E+02 2.848E+02 2.848E+02 2.848E+02 48 1

9.029E+01 9.094E+01 8.964E+01 2.933E+03 -2.753E+03 2.934E+03 9.029E+01 9.060E+01 8.999E+01 -8.707E+01 2.677E+02 2.680E+02 j

48 2 5.292E+00 4.171E+00 6.414E+00 4.936E+01 -3.877E+01 5.048E+01 5.292E+00 -7.222E+02 7.328E+02 2.720E+01 -1.661E+01 7.547E+02 i

48 3 3.370E+01 3.369E+01

3. 371E+01 -1.13 8 E+04 1.144E+04 1.144E+04 3.370E+01 3.370E+01 3.371E+01 -3.695E+03 3.763E+03 3.763E+03 48 4

1.293E+02 1.288E+02 1.298E+02 -8.394E+03 8.653E+03 8.653E+03 1.293E+02 -5.979E+02 8.565E+02 -3.755E+03 4.01 1+03 4.741E+03 49 1

9.029E+01 9.060E+01 8.999E+01 -8.707E+01 2.677E+02 2.680E+02 9.029E+01 9.025E+01 9.033E+01 -9.397E+02 1.120E+03 1.120E+03 49 2 5.293E'00 -7.222E+02 7.328E+02 2.720E+01 -1.661E+01 7.547E+02 5.292E+00 -8.364E+02 8.470E+02 5.037E+00 5.548E+00 8.473E+02 49 3 4.992E+01 4.992E+01 4.992E+01 -3.679E+03 3.779E+03 3.779E+03 4.992E+01 4.993?+01 4.992E+01 4.003E+03 -3.903E+03 4.003E+03 49 4

1.455E+02 -5.817E+02 8.727E+02 -3.739E+03 4.030E+03 4.757E+03 1.455E+02 -6.962E+02 9.873E+02 3.068E+03 -2.777E+03 3.910E+03 50 1

9.029E+01 9.068E+01 8.991E+01 1.459E+03 -1.278E+03 1.459E+03 9.029E+01 9.033E+01 9.025E+01 -9.397E+02 1.120E+03 1.120E+03 50 2

5.292E+00 8.798E+00 1.787E+00 -1.712E+01 2.771E+01 3.121E+01 5.292E+00 8.470E+02 -8.364E+02 5.037E+00 5.548E+00 8.473E+02 50 3 7.515E+01 7.513E+01 7.516E+01 1.171E+04 -1.156E+04 1.171E+04 7.515E+01 7.514E+01 7.515E+01 4.028E+03 -3.877E+03 4.028E+03 50 4

1.707E+02 1.746E+02 1.669E+02 1.315E+04 -1.281E+04 1.315E+04 1.707E+02 1.012E+03 -6.710E+02 3.093E+03 -2.7F?E+03 3.935E+03 51 1 -9.957E+01 -9.921E+01 -9.993E+01 3.288E+03 -3.487E+03 -3.487E+03 l

-9.957E+01 -9.945E+01 ~9.969E+01 -1.093E+03 8.940E+02 -1.093E+03 51 2 -3.358E+00 8.026E-01 -7.518E+00 6.667E+00 -1.338E+01 -1.754E+01 l

-3.358E+00 -1.360Et03 1.353E+03 -1.506E+00 -5.210E+00 -1.362E+03 51 3 -8.146E+01 -8.146E+01 -8.145E+01 -6.817E+03 6.654E+03 -6.817E+03

-8.146E+01 -8.146E+01 -8.145EF01 -2.341E+03 2.178E+03 -2.341E+03 51 4 -1.844E+02 -1.799E+02 -1.889E+02 -3.522E+03 3.153E+03 -3.527E+03

-1.844E+02 -1.541E+03 1.172E+03 -3.436E+03 3.067E+03 -4.792E+03

~

RB2302FX.S Page 19 of 21

l l

t l

l EQE BIEiDEERNO SHEET EI-N JOB Nlt 32112 JOB Ovster Creek A.46 Cable Trav Evaluations BY h N DATE 3 Ib 83~

CALCJE UOD SUBJECT CK

@b DATE 3 2 *E-Y St 1 -9.957E+01 -9.945E+01 -9.969E+01 -1.093E+03 8.940E+02 -1.093E+03

-9.957E+01 -9.969E+01 -9.945E+01 -3.504E+03 3.305E+03 -3.504E+03 52 2 -3.358E+00 -1.360E+03 1.353E+03 -1.506E+00 -5.210E+00 -1.362E+03

-3.358E+00 -2.108E+03 2.101E+03 -9.678E+00 2.962E+00 -2.114E+03 2

3 -6.524E+01 -6.524E+01 -6.524E+01 -2.325E+03 2.195E+03 -2.325E+03

-6.524E+01 -6.524E+01 -6.524E+01 2.150E+03 -2.281E+03 -2.281E+03 52 4 -1.682E+02 -1.524E+03 1.188E+03 -3.420E+03 3.083E+03 -4.776E+03

-1.682E+02 -2.273E+03 1.937E+03 -1.363E+03 1.027E+0,3 -3.468E+03 S

1 -9.957E+01 -9.921E+01 -9.993E+01 3.741E+03 -3.940E+03 -3.940E+03

-9.957E+01 -9.945E+01 -9.969E+01 -3.'504E+03 3.305E+03 -3.504E+03 2

2 -3.358E+00 -7.424E+00 7.083E-01 -1.785E+01 1.113E+01 -2.192E+01

-3.358E+00 2.101E+03 -2.108E+03 -9.678E+00 2.962E+00 -2.114E+03 55 3 1.044E+01 1.043E+01 1.044E+01 6.702E+03 -6.681E+03 6.702E+03 1.044E+01 1.043E+01 1.044E+01 2.?"5E+03 -2.205E+03 2.226E+03 53 4 -9.249E+01 -9.620E+01 -8.878E+01 1.042E+04 -1.061E+04 -1.061E+04

-9.249E+01 2.012E+03 -2.197E+03 -1.287E+03 1.102E+03 -3.392E+03 55 1 -5.048E+01 -5.001E+01 -5.095E+01 2.584E+03 -2.685E+03 -2.685E+03

-5.048E+01 -5.032E+01 -5.064E+01 -6.373E+02 5.364E+02 -6.375E+02 55 2 -8.088E-02 -9.437E+00 9.275E+00 5.778E4 00 -5. 940E+00 -1. 530E+01

-8.090E-02 -9.397E+02 9.395E+02 2.400E+00 -2.562E+00 -9.422E+02 55 3 -2.427E+01 -2.429E+01 -2.426E+01 -4.172E+03 4.123E+03 -4.172E+03

-2.427E+01 -2.428E+01 -2.427E+01 -1.405E+03 1.356E+03 -1.405E+03 SR 4 -7. 483E+01 -8.373E+01 -6.594E+01 -1.582E+03 1.433E+03 -1.591E+03

-7.483E+01 -1.014E+03 8.646E+02 -2.040E+03 1.890E+03 -2.979E+03 5.

1 -5.048E+01 -5.032E+01 -5.064E+01 -6.373E+02 5.364E+02 -6.375E+02

-5.048E+01 -5.064E+01 -5.032E+01 -1.986E+03 1.885E+03 -1.987E+03 SE 2 -8.090E-02 -9.397E+02 9.395E+02 2.400E+00 -2.562E+00 -9.422E+02

-8.087E-02 -1.326E+03 1.326E+03 -9.780E-01 8.163E-01 -1.327E+03 SE 3 -9.860E+00 -9.864E+00.9.856E+00 -1.390E+03 1.371E+03 -1.390E*03

-9.860E+00 -9.856E+00 -0.864E+00 1.377E+03 -1.396E+03 -1.396E+03 5

4 -6.042E+01 -9.999E+02 8.790E+02 -2.025E+03 1.904E+03 -2.965E+03

-6.042E+01 -1.386E+03 1.265E+03 -6.107E+02 4.898E+02 1.936E+03 SE 1 -5.048E+01 -5.001E+01 -5.095E+01 2.477E+03 -2.578E+03 -2.579E+03

-5.048E+01 -5.032E+01 -5.064E+01 -1.986E+03 1.885E+03 -1.987E+03 5E 2 -8.088E-02 1.093E+01 -1.109E+01 -4.356E+00 4.194E+00 -1.537E+01

-8.087E-02

1. 326E+03 -1. 32 6E+03 -9.7 80E-01 8.163E-01 -1.327E+03 SE 3 3.519E+01 3.517E+01 3.520E+01 4.189E+03 -4.118E+03 4.189E+03 3.519E+01 3.518E+01 3.519E+01 1.422E+03 -1,351E+03 1.422E+03 SE 4 -1.538E+01 -3.902E+00 -2.685E+01 6.662E+03 -6.693E+03 -6.704E+03

-1.538E+01 1.310E+03 -1.341E+03 -5.656E+02 5.349E+02 -1.891E+03 S

1 -8.067E+01 -7.965E+01 -8.170E+01 1.040E+04 -1.056E+04 -1.056E+04

-8.067E+01 -8.035E+01 -8.100E+01 -4.630E+03 4.468E+03'-4.630E+03 57 2 8.186E-01 1.462E+01 -1.298E+01 1.064E+00 5.735E-01 1.487E+01 8.186E-01 -4.430E+03 4.432E+03 -7.111E-01 2.348E+00 4.433E+03

[

S 3 -1.303E+02 -1.327E+02 -1.279E+02 -1.709E+03 1.448E+03 -1.711E+03

-1.303E+02 -1.311E+02 -1.295E+02 -6.562E+02 3.956E+02 -6.570E+02 53 4 -2.102E+02 -1.977E+02 -2.226E+02 8.695E+03 -9.115E+03 -9.128E+03

-2.102E+02 -4.642E+03 4.221E+03 -5.287E+03 4.866E+03 -9.718E+03 RB2302FX.S Page 20 of 21

l EQE ENGINEERING SHEET f. /- 441-JOB NG. 42112

__ JOB Ovster Creek A-46 Cable Trav Evauations BY *Ehk DATE N*IT CALC.NO.

OO}

SUBJECT CK b

DATE 3 -2 7 Y 58 1 -8.067E+01 -8.035E+01 -8.100E+01 -4.630E+03 4.468E+03 -4.630E+03

-8.067E+01 -8.10SE+01 -8.030E+01 -7.642E+03 7.481E+03 -7.643E+03 58 2 8.186E-01 -4.430E+03 4.432E+03 -7.111E-01 2.348E+00 4.433E+03 8.186E-01 -5.338E+03 5.339E+03 -2.486E+00 4.123E+00 5.343E+03 58 3 -3. 661E+01 -3. 7 41E+01 -3. 5 82E+01 -5. 62 5 E+02 4.893E+02 -5.633E+02

-3.661E+01 -3.581E+01 -3.742E+01 4.899E+02 -5.631E+02 -5.639E+02 58 4 -1.165E+02 -4.548E+03 4.315E+03 -5.193E+03 4.960E+03 -9.624E+03

-1.165E+02 -5.454E+03 5.222E+03 -7.155E+03.6.922E+Q3 -1.249E+04 59 1 -8.067E+01 -7.960E+01 -8.175E+01 1.072E+04 -1.089E+04 -1.089E+04

-8. 067E+01 -8. 03 0E+01 -8.105E+0i -7. 64 2E+03 7.481E+03 -7.643E+03 59 2 8.186E-01 -1.185E+01 1.34 9E+01 -4.2 61E+00 5.898E+00 1.857E+01 8.186E-01 5.339E+03 -5.338E+03 -2.486E+00 4.123E+00 5.343E+03 59 3 1.292E+02 1.268E+02 1.316E+02 1.708E+03 -1.450E+03 1.710E+03 1.292E+02 1.283E+02 1.300E+02 6.556E+02 -3.973E+02 6.564E+02 59 4 4.930E+01 3.530E+01 6.329E+01 1.243E+04 -1.233E+04 1.244E+04 4.930E+01 5.387E+03 -5.289E+03 -6.989E+03 7.08BE+03 1.243E+04 1**** End of file i

i l

l RB2302FX.S Page 21 of 21

[

.y

m ECE ENGINEERING

$HEET NO. I+2 ~I dD E M h M'TN CEf6f- $~ $L' 2Db DATE 3-O#T JOB NO.

BY (AC L6 k/ I-VAL uA7mJ CALC. NO. CD k SUBJECT CHK'O DATE 3T'TI ANALYTICAL REVIEW No. RB-23-03 The support is suspended from the ceiling on 1/2' rods and braced to the wall.

Determine trav wei.ght Per Section 8.3.9 of the GIP, cab!c tray weight may be estimated as 25 psffor a 4* deep tray. All of the trays are 2 foot wide which yields the following linear weight for a 100% full tray.

wt :=(25-psf) 2 A wt =4.17 h psfaS.

psimE.

m 2

2 A

m Determine conduit weight Per Section 8.3.9 of the GIP, fmd the following conduit weights:

three_ quarter ::1.4 b one ::2.2 b one_one_, half:=3.6 b four := 16.5 b A

A A

A one_one_ quarter := 3.6 b A

(~

The support will be evaluated using the ALGOR SuperSap computer pogram The computer modelis as shown along with the location of the concentrated loat.s. He model will be run with a dead load case.

Determine concentrated loads: ne loading will be derived on a nods! basis using the as-built information and cable tray fills.

Node _14 := three_qtwter 7 A Node _14 = 10 Ib Node _16 := ((1 one_one_ half) + (l' one)) 7 ft Node _16 = 41 lb Node _18 := four 10 ft Node _18 = 165 Ib Node _20 := wt-(6 ft) 0.20 Node _20 = 60 Ib Node _23 := wt.(6 ft) 0.20 Node _23 = 60 lb Node _29 := wt-(6 ft) 0.05 Node _29 = 15 Ib Node _35 :=(wt-(6 ft) 0.05) + ((9.thres_ quarter) + (6 cne)) 5 ft Node _35 = 144 lb Node _26 := wt-(6 ft) 0.10 Node _26 = 30 Ib RB-23-03.MCD (Pago 1)11:10:37 AM s

1 eJ

ECE ENGINEEraNG SHEET NO. E 2 d '

dbN JOB SMb E-4Eil BY WI DATE k/f# r -

e JOB NO.

CALC. NO. p C " ' SUBJECT bE L4 Th bk(4 7eM CHK'D DATE J-N-71 Node _32 := wt-(6 ft) 0.20 Node _32 = 60 lb Node _38 :=wt-(6 ft) 0.05 Node _38 = 15 lb Node _44 := ((wt 0.75) + (one + 9 three_quaner)) 41 in Node _44 = 179 Ib Node _48 := ((1 three_ quarter) + (1:ene) + (1 one_one_ quarter)) 5 ft Node _48 = 36 lb Detennine P1000 properties: From Unistrut Catalog Rev.10A.

2 A := 0.555 in S3 :=0.203 in' S2 := 0.294 in' I3 := 0.186 in' 13 := 0.239 in' Per Figure 8-6 of the GIP, the first evaluation step is the entire support, including eccentricities, for a 1.0 times dead load using normal manufacturer allowable stresses.

,f Check member stresses: This step was performed by the SuperSap program in load case 1. From page k find the maximum bending stress to be 11.1 ksi in members 47 and S t. Per Unistrut Catalog 10A the allowable bending stress is 25 ksi. Herefore the bending stresses are acceptable for 1.0 times dead load ne program also checked the axial stress on tue 1/2* rods and found the maximum to be:

k.

stress _48 := 1830 psi Allowable stress, assuming A307 material, is 21 ksi which exceeds the actual stress.

s Check the 1/2" rod connections to the ceiline mounted P1000 stmt channel: These rods are threaded into standard umstrut nuts that have an allowable pullout load of 2,000 lbs. The members to be checked are 13,17,20,21,30,35,38, 39,48,54, and 57. The maximum is found to be:

pullout _48 := 260 Ib As the actual pullout load is less than the allowable pulout load the connections are adequate.

Check the anchor bolts : These are 1/2" shell anchors.

At node 2 there are two members framing into it, I and 2:

shear 2_1 := 0 lb shear 2_2 := 162 lb pullout _ node _I := shear 2_1 + shear 2_2 pullout _ node _1 = 162 Ib RB.23 03.MCD (Page 2) 1t:ll:01 AM l

i In

1 m

l ECE ENG4NEEmNG SHEET NO. Isl~3 OE6M bE I-d b I2Db DATE M* Y f JOB NO.

JOB Sv CALC. NO. bO b SUBJECT M LE 7 % h M L u 4 77 M i CHX'D N DATE 3-1Y-if At node 9 there are two members framing into it,8 and 9:

shear 2_8 := 269 Ib shear 2_9 := 74lb pullout _ node _9 := shear 2_8 + shear 2_9 pullout _ node _9 = 339 Ib At node 12 there are two members framing into it, i 1and 12:

shear 2_11 := 10lb shear 2_12 := 260.Ib pullout _ node _12 := shear 2_11 + shear 2_12 pullout _ node _12 = 270 lb At node 42 there is only one member framing into it,53:

axial _53 := 0 lb shear 2_53 := 63 Ib pullout _ node _42 := axial _53 pullout _ node _42 = 0 lb lc-k shear _ node _42 := shear 2_53 shear _ node _42 =63 lb Check 1/2'shell anchors:

Determme anchor bolt allowable loads: Use methodology of Appendix C of the GIP.

From Table C.L1 of the GIP find the following anchor bolt allowable loads for a 1/2'shell anchor.

F :=2290 Ib F := 2380 lb t

y ReductionFactors:

RTp := 0.75 RT, := 0.75 Reduction factor for unknown anchor bolt type. (C.2.2) 3000 RF 3000 + 0.65 concrete strength = 3000 psi.

RF P := 4000 s

10000 (C.2.7)

RF = 0.75 RF, = 0.95 p

l RS-23 03.MCD QNgo 3) 11:11:02 AM r

m m

p.

1 EQE ENGWEERING SHEET NO. $

b~

/!b II I BY hk DATE H34f

~

JOB NO.

JOB CALC. NO. @b SUBJECT [M N N A M ~# A O CHK'D hb DAT~e NU '

l Revised Allowable Loads:

F :=F RT RF Fy := F yRT RF t

t p

p s

s F = 1288 lb F = 16961b t

y Check Interaction: Use highest reaction load.

pullout _ node _12 shear _ nod _42 = 0.25

< l.0, Anchor Bolts are acceptable for 1.0 times dead load.

F F

g y

_ CONCLUSION: The support is adequate for 1.0 times the dead load.

I I

Per Figure 8-6 of the GIP, the next evaluation step is the Vertical Capacity Check. This is a check of the anchorage and primary support connections using an applied load of 3.0 times dead load.

I 3, Pullout _ node _12 shear _ node _42I= 0.74

< l.0, Anchor Bolts are acceptable for 3.0 times dead load.

F F

-(

t y

j CONCLUSION: The support is adequate for 3.0 times the dead load.

Civ kh de: casero.f ode / ese Q'l.d pal / d e.( s h u la~/:, norJ asr

-}

7 s'n />o l+ A ce%.

RB.23-03.MCD(Page 4)11:11:03 AM

=L ECE EtGNEEfaNG SHEET NO b*

JOB NO.

JOB SELM4 BY M DAT1E WY W OOD suetjeCT M4 5 /4 @i 6 /4t.u d 7 w 4 CALC. NO.

CHKD DAT IV.9I l

c I

Per Figure 8-6 of the GIP, the next evaluation step is the Ductile Response Check.

The Lateral Load check is in the form of an equivalent static load coefficient. Per Section 8.3.4 of the GIP, *.be lateral load check can consist of a dead load combined with, for elevations lower than about 40' above plant l

effective grade, a transverse acceleration of 2.5 times the floor ZPA.

The floor ZPA is dcEned as 0.17g in EQE Report 50124-R-002 for the 23'-6' elevation.

ZPA := 0.17 accel _horiz := 2.5 ZPA accel _horiz = 0.425 g

Conservatively apply all of the lateral load at the single wall connectio6:

Lat_ load := accel _horiz / Node _t 4 + Node _16 + Node _18 + Node _20 + Node _23 + Node _29 + Node

\\+ Node _26 + Node _32 + Node.,38 + Node _44 + Node _48 3

Lat_ load = 346 lb Check Interaction Ecuation:

(

pullout _ node _42 := pullout _ node _42 + Lat_ load pullout _ node _42 r= 346 lb shear _ node _42 = 63 lb Pullout _ node _42 shear _ node _42 = 0.31

< l.0, Anchor Bolts are acceptable for 1.0 times dead load.

F F

t y

CONCLUSION: The support is found to be seismically adequate per the review guidelines of Section 8 of the GIP.

l l

l RB 23-03.MC0 (Page SJ 11:11:04 AM g

}

7:

3

ECE ENGNEERING SHEET NO. b.7/b JOB NO. NII E JOB YbD bCO BY _Md DATE d-'l7'YS '

~~

CALC. NO. OOD SUBJECT C4-RLE YEAV bAl D A 7204/4' CHK'D @ b DATE 3-/V-9 g

$1" f,

9~

A1 e

g~.( @

e L

(/I LI *[. Jh E

d'i

~

9

. @WWWPNMF W e

.3 t

I "O b

')

f k 1 56 p

1 fs

~

g k

g d

g a

4 g 'M 6.4 a-r

& b 'y WlLh - &

x.m 4

R P

'o il s. TP 2r VF pi Nk5W L+ g W

/

p$ g d) ; Wij W o

V 4tf Mj

>5 so Y

'M e

4 W e yy 2"

{'

A if e 3* dh) dh57S [ih yyd!h.

45 g

b d

v.c

,L.

us, A

I

-45 1

4% 'Q g

,$' gz[

Itl

]

e i

J

['

c,

~

en

. I

l l

1 EQE ENGDE.ERING SHEET 3*2."7 JOB NO.

42112 JOB Ovster Creek A.46 Cable Trav Evaluations BY D d DATE 3-'I M I~~

CALC. No. OOV SUBJECT CK bO DATE 3-/YW 1**** Algor (c) Linear Stress Analysis - SSAP0H Rel. 01-SEP-94 Ver. 11.06-3H DATE: MARCH 13,1995 TIME: 10:55 AM INPUT FILE............. rb2 3 03 Analytical Review No. RB-23-003, Oyster Creek 1**** CONTROL INFORMATION number of node points (NUMNP)

=i 48 number of element types (NELTYP) 1

=

number of load cases (LL) 1

=

number of frequencies (NF) 0

=

geometric stiffness flag (GEOSTF) 0

=

analysis type code (NDYN) 0

=

solution mode (MODEX) 0

=

equetions per block (KEQB) 0

=

weight and c.g. flag (IWTCG) 0

=

bandwidth minimization flag (MINBND) 0

=

gravitational constant (GRAV) 3.8600E+02

=

bandwidth minimization specified 1**** NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES No.

DX DY DZ RX RY RZ X

Y Z

T 1

-0 0

0 0

0 0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

1 1

0 0 5.000E+00 0.000E+00 0.000E+00 0.000E+00 3

0 0

0 0 8.000E+00 0.000E+00 0.000E+00 0.000E+00 4

0 0

0 0 1.400E+01 0.000E+00 0.000E+00 0.000Z+00 5

0 0

0 0 1.700E+01 0.000E+00 0.000E+00 0.000E+00 6

0 0

0 0 2.300E+01 0.000E+00 0.000E+00 0.000E+00 7

0 0

0 0 3.300E+01 0.000E+00 0.000E+00 0.000E+00 8

0 0

0 0 3.500E+01 0.000E+00 0.000E+00 0.000E+00 9

1 1

0 0 3.700E+01 0.000E+00 0.000E+00 0.000E+00 10 0

0 0

0 4.100E+01 0.000E+00 0.000E+00 0.000E+00 11 0

0 0

0 4.300E+01 0.000E+00 0 000E+00 0.000E+00 12 1

1 1

1 0

0 6.750E+01 0.000E+00 0.000E+00 0.000E+00 13 0

0 0

0 6.800E+01 0.000E+00 0.000E+00 0.000E+00 14 0

0 0

0 1.700E+01 -1.000E+01 0.000E+00 0.000E+00 i

15 0

0 0

0 1.400E+01 -2.000E+01 0.000E+00 0.000E+00 16 0

0 0

0 1.850E+01 -2.000E+01 0.000E+00 0.000E+00 l

17 0

0 0

0 2.300E+01 -2.000E+01 0.000E+00 0.000E+00 18 0

0 0

0 3.800E+01 -2.000E+01 0.000E+00 0.000E+00 19 0

0 0

0 8.000E+00 -3.000E+01 0.000E+00 0.000E+00 20, 0

0 0

0 2.050E+01 -3.000E+01 0.000E+00 0.000E+00 21 0

0 0

0 3.300E+01 -3.000E+01 0.000E+00 0.000E+00 22 0

0 0

0 8.000Et00 -4.000E+01 0.000E+00 0.000E+00 23 0

0 0

0 2.050E+01 -4.000E+01 0.000E+00 0.000E+00 RB2303.L Page1of7

q

EQE ENGINEERING SHEET 1.1. 4 7

JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluatiot BY Pl'>A DATE 3-II-#C~

CALC. No._.__gO }

SUBJECT CK b DA"E 3- / 4-I 24 0

0 0

0 3.300E+01 -4.000E+01 0.000E+00 0.000E+00 25 0

0 0

0 4.300E+01 -4.000E+01 0.000E+00 0.000E+00 26 0

0 0

0 5.550E+01 -4.000E+01 0.000E+00 0.000E+00 27 0

0 0

0 6.800E+01 -4.000E+01 0.000E+00 0.000E+00 28 0

0 0

0 8.000E+00 -5.000E+01 0.000E+00 0.000E+00 29 0

0 0

0 2.050E+01 -5.000E+01 0.000E+00 0.000E+00 30 0

0 0

0 3.300E+01 -5.000E+01 0.000E+00 0.000E+00 31.

0 0

0 0 4.300E+01 -5.000E+01 0.000E+00 0.000E+00 32 0

0 0

0 5.550E+01 -5.000E+01 0.000E+00 0.000E+00 33 0

0 0

0 6.800E+01 -5.000E+01 0.000E+00 0.000E+00 34 0

0 0

0 8.000E+00 -6.000E+01 0.000E+00 0.000E+00 35 0

0 0

0 2.050E+01 -6.000E+01 0.000E+00 0.000E+00 36 0

0 0

0 3.300E+01 -6.000E+01 0.000E+00 0.000E+00 37 0

0 0

0 4.300E+01 -6.000E+01 0.000E+00 0.000E+00 38 0

0 0

0 5.550E+01 -6.000E+01 0.000E+00 0.000E+00 39 0

0 0

0 6.800E+01 -6.000E+01 0.000E+00 0.000E+00 40 0

0 0

0 1.010E+02 -6.000E+01 0.000E+00 0.000E+00 41 0

0 0

0 1.260E+02 -6.000E+01 0.000E+00 0.000E+00 42 1

1 1

0 0

0 1.610C+02 -6.000E+01 0.000E+00 0.000E+00 43 0

0 0

0 1.010E+02 -7.000E+01 0.000E+00 0.000E+00 44 0

0 0

0 1.135E+02 -7.000E+01 0.000E+00 0.000E+00 45 0

0 0

0 1.260E+02 -7.000E+01 0.000E+00 0.000E+00 46 0

0 0

0 3.500E+01 -2.000E+01 0.000E+00 0.000E+00 47 0

0 0

0 4.100E+01 -2.000E+01 0.000E+00 0.000E+00 48 0

0 0

0 0.

0 3.800E+01 -6.000E+01 0.000E+00 0.000E+00

PRINT OF EQUATION NUMBERS SUPPRESSED 1****

BEAM ELEMENTS l

number of beam elements 58

=

number of area preperty sets 2

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets

=

0 1**** MATERIAL PROPERTIES INDEX E

MU MASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X

Y Z

TEMPERATURE 1 2.90E+07

.300 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.000E+00 1**** AREA PROPERTIES l

INDEX -------------AREAS--------------

TORSION

--FLEXURAL INERTIAS--

AXIAL SHEAR SHEAR A(1)

A(2)

A(3)

J(1)

I(2)

I(3) 1 5.550E-01 3.410E-01 1.710E-01 1.000E-03 2.390E-01 1.860E-01 2

1.420E-01 1.420E-01 1.420E-01 1.000E+00 1.330E-03 1.330E-03 1 g* M M

/

l i

RB2303.L Page 2 of 7

EQE ENGINEERING SHEET 3.2.7N JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY ED E DATE 7-f4 87 7

CALC. NO. 6OD SUBJECT CK hO DATE 3-WT 1"**

STRESS PROPERTIES INDEX ---SECTION MODULI---

S(2)

S(3) 1 2.940E-01 2.030E-01 2

6.500E-03 6.500E-03 1"**

ELEMENT LOAD FACTORS

^

CASE A CASE B CASE C

CASE D X-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Y-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Z-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1****

ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO.

I J

K INDEX INDEX A

B C

D I-END J-END NO.

1 1

2 34 1

1 0

0 0

0 2

2 3

34 1

1 0

0 0

0 3

3 4

34 1

1 0

0 0

0 4

4 5

34 1

1 0

0 0

0 5

5 6

34 1

1 0

0 0

0 6

6 7

34 1

1 0

0 0

0 7

7 8

34 1

1 0

0 0

0 8

8 9

34 1

1 0

0 0

0 9

9 10 34 1

1 0

0 0

0 10 10 11 34 1

1 0

0 0

0 11 11 12 34 1

1 0

0

-0 0

0 0

/

12 12 13 34 1

1 0

0 0

0 13 3

19 1

1 2

0 0

1 0

14 19 22 1

1 2

0 0

15 22 28 1

1 2

0 0

16 28 34 1

1 2

0 0

17 4

15 1

1 2

.0 0

0 0

1 0

18 15 16 1

1 1

0 0

1 0

19 17 16 1

1 1

0 0

1 0

l 20 6

17 1

1 2

0 0

1 0

21 5

14 1

1 2

0 0

1 0

l 22 19 20 1

1 1

0 0

1 0

23 21 20 2

1 1

0 0

1 0

24 22 23 1

1 1

0 0

1 0

25 24 23 1

1 1-0 0

0 0

1 0

26 28 29 1

1 1

0 0

1 0

27 30 29 1

1 1

0 0

1 0

28 34 35 1

1 1

0 0

1 0

29 35 36 1

1 1

0 0

30 7

21 1-1 2

0 0-0 0

1 0

31 21 24 1

1 2

0 0

32 24 30 1

1 2

0 0

33 36 30 1

1 2

0 0

0

'O 1

0 RB2303.L Page 3 of 7 I

' $J 4

l l

N l

EQE ENGINEEKING SHEET 3. 2-JOB NO.

42112 JOB. Ovster Creek A-46 Cable Trav Evaluations BY Dk DATE b3-fr~

CALC. NO. OOL SUBJECT Cx W DATE 3 -luc 34 36 48 1

1 1

0 0

35 8

46 1

1 2

0 0

1 0

36 46 18 1

1 1

0 0

1 0

37 47 18 1

1 1

0 0

1 0

38 10 47 1

1 2

0 0

1 0

39 11 25 1

1 2

0 0

1 0

40 25 31 1

1 2

0 0

41 37 31 1

1 2

0 0

1 0

42 25 26 1

1 1

0 0

0 0~

1 O

43 27 26 1

1

-1 0

0 0

0 1

0 44 31 32 1

1 1

0 0

O O

1 0

45 33 32 1

1 1

0 0

1 0

46 37 38 1

1 1

0 0

47 38 39 1

1 1

0 0

48 13 27 1

1 2

0 0

1 0

49 27 33 1

1 2

0 0

50 33 39 1

1 2

0 0

0 1

51 39 40 1

1 1

0 0

52 40 41 1

.1 1

0 0

53 41 42 1

1 1

0 0

54 40 43 1

1 2

0 0

1 0

55 43 44 1

1 1

0 0

1 0

56 45 44 1

1 1

0 0

1 0

57 41 45 1

1 2

0 0

1 0

58 48 37 1

1 1

0 0

1**** BANDWIDTH MINIMIZATION minbnd (bandwidth control parameter) 1

=

bandwidth before resequencing 223

=

bandwidth after resequencing 36

=

- - - Hard disk file size information for processor:

Available hard disk space on drive =

5.505 megabytes 1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT 14 1 0.000E+00 -1.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 16 1 0.000E+00 -4.100E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 18 1 0.000E+00 -1.650E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 20 1 0.000E+00 -6.000E+01 0.000E+0C 0.000E+00 0.000E+00 0.000E+00 23 1 0.000E+00 -6.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 26 1 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 29 1 0.000E+00 -1.5002+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

'32 1 0.000E+00 -6.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+0C 35 1 0.000E+00 -1.440E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 38 1 0.000E+00 -1.500E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 44 1 0.000E+00 -1.790E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 48 1 0.000E+00 -3.600E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 RB2303.L Page 4 of 7

EQE ENGINEERING SIEEr 3. 2.""! !

JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY f72>/t' DATE bO-ff~

CALC. NO.

OO SUBJECT CK hb DAH 3-W -I 1**** ELEMENT LOAD MULTIPLIERS load case case A case B case C case D 1

1.000E+00 1.000E+00 1.000E+00 1.000E+00

- - - EQUATION PARAMETERS Number of equations =

273 Minimum bandwidth =

1

~

Maximum bandwidth =

36 Average bandwidth =

20 Storage required (bytes )

47208

=

Total memory allocated (bytes) 4526056

=

Total memory free (bytes) 4510616

=

Proceeding with in-core fast solver...

- - - Begin in-core solution

- - - load case #1 warning: your model may not be tied down.

enough or you may have a change in stiffness somewhere in your model which is too abrupt. Check DOF:

18 warning: your model may not be tied down enough or you may have a change in stiffness somewhere in your model which is too abrupt. Check DOF:

44

- - - End in-core solution i

r 1

t.

4 RB2303.L Page $ of7

l l

EQE ENGINEEIUNG SHEET 3.2"ID JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY 7 D k DATE. f-/3-9q

~

CALC.No.

O N SUBJECT N

DATE L W - I CK 1**** STATIC ANALYSIS LOAD CASE =

1 Displacements / Rotations (degrees) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotation 1

0.0000E+00 7.2602E-03 0.0000E+00 0.0000E+00 0.0000E+00 -8.3196E-02 2

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -8.3196E-02 3

0.0000E+00 -4.3487E-03 0.0000E+00 0.0000E+00 0.0000E+00 -7.5433E-02 4

0.0000E+00 -1.05104-02 0.0000E+00 0.0000E+00 0.0000E+00 -4.0193E-02 5

0.0000E+00 -1.2099E-02 0.0000E+00 0.0000E+00 0.0000E+00 -2.0413E-02 6

0.0000E+00 -1.2202E-02 0.0000E+00 0.0000E+00 0.0000E+00 1.7634E-02 7

0.0000E+00 -4.6528E-03 0.0000E+00 0.0000E+00 0.0000E+00 6.2844E-02 8

0.0000E+00 -2.3032E-03 0.0000E+00 0.0000E+00 0.0000E+00 6.4826E-02 9

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.7120E-02 10 0.0000E+00 3.1152E-03 0.0000E+00 0.0000E+00 0.0000E+00 3.6223E-02 11 0.0000E+00 4.2527E-03 0.0000E+00 0.0000E+00 0.0000E+00 2.8491E-02 12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -3.7391E-02 13 0.0000E+00 -3.6248E-04 0.0000E+00 0.0000E+00 0.0000E+00 -3.7737E-02 14 0.0000E+00 -1.2123E-02 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 15 9.2588E-06 -1.0610E-02 0.0000E+00 0.0000E+00 0.0000E+00 2.6524E-05 16 9.2588E-06 -1.1596E-02 0.0000E+00 0.0000E+00 0.0000E+00 -1.0769E-02 17 9.2588E-06 -1.2302E-02 0.0000E+00 0.0000E+00 0.0000E+00 2.6524E-05 18 0.0000E+00 -1.9742E-04 0.0000E+00 0.0000E+00 0.0000E+00 5.1742E-02 19 0.0000E+00 -5.372SE-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 20 0.0000E+00 -9.3065E-03 0.0000E+00 0.0000E+00 0.0000E+00 -9.8330E-04 21 0.0000E+00 -5.8015E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 22 0.0000E+00 -5.6409E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 23 0.0000E+00 -9.5957E-03 0.0000E+M 0.0000E+00 0.0000E+00 -1.0788E-03 24 0.0000E+00 -6.1116E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 25 0.0000E+00 4.4707E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 26 0.0000E+00 -1.0680E-03 0.0000E+00 0.0000E+00 0.0000E+00 -1.6863E-02 27 0.0000E+00 -2.8872E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 28 0.0000E+00 -5.8364E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 29 0.0000E+00 -7.0225E-03 0.0000E+00 0.0000E+00 0.0000E+C0 -1.1742E-03 30 0.0000E+00 -6.3488E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 31 0.0000E+00 4.5616E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 32 0.0000E+00 -3.1797E-03 0.0000E+00 0.0000E+00 0.0000E+00 -1.8434E-02 33 0.0000E+00 -3.4819E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 34 0.0000E+00 -6.0137E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 35 0.0000E+00 -1.5403E-02 0.0000E+00 0.0000E+00 0.0000E+00 -1.5375E-03 36 0.0000E+00 -6.5678E-03 0.0000E+00 0.0000E+00 0.0000E+00 6.0761E-02 i

37 0.0000E+00 4.7254E-03 0.0000E+00 0.0000E+00 0.0000E+00 6.8898E-02 38 0.0000E+00 1.5495E-02 0.0000E+00 0.0000E+00 0.0000E+00 3.9885E-03 l

39 0.0000E+00 -4.0038E-03 0.0000E+00 0.0000E+00 0.0000E+00 -2.1318E-01 40 0.0000E+0C -2.2705E-01 0.0000E+00 0.0000E+00 0.0000E+00 -3.3485E-01 41 0.0000E+00 -2.7022E-01 0.0000E+00 0.0000E+00 0.0000E+00 1.6676E-01 42 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.7872E-01 43 0.0000E+00 -2.2727E-01 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 44 0.0000E+00 -2.5995E-01 0.0000E+00 0.0000E+00 0.0000E+00 -9.8922E-02

("

45 0.0000E+00 -2.7043E-01 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 RB2303.L Page 6 of 7 7;

f l

l EQE ENGINEERING SHEET 3.2 " N JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY @k DATE %d-N CALC. NO.

OO SUBJECT CK b DATE 3-N-I 46 0.0000E+00 -2.7039E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 47 0.0000E+00 2.7145E-03 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 48 0.0000E+00 -1.1571E-03 0.0000E+00 0.0000E+00 0.0000E+00 6.4670E-02 1**** TEMPOPARY FILE STOPAGE (MEGABYTES)

UNIT No.

7 :

.002 UNIT No.

8:

.002 UNIT No.

9:

.000 UNIT No. 10 :

.000 UNIT No. 11 :

.003 UNIT NO. 12 :

.002 UNIT No. 13 :

.000 UNIT No. 14 :

.000 UNIT NO. 15 :

.000 UNIT NO. 17 :

.000 TOTAL

.010 1**** End of file e

4 e

i 4

RB2303.L Page 7 of 7

g l

I SHEET 3,7.- N EQE ENGINEERING JOB NO.

42112 JOB Ovster Creek AM Cable Trav Evaluations BY %d DATE 3-13*Ii' CALC NO.

6Ob SUBJECT i

CK DATE 3 - N -T l

l 1* * *

Algor (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H DATE: MARCH 13,1995 l

l TIME: 10:55 AM INPUT FILE.............rb2303

'~~

1****

BEAM ELEMENTS number of beam elements 58

=

l number of area property sets 2

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

1****

BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING.

BENDING NO.

(MODE)

FORCE FORCE FORCE MOMENT MOMENT MOMENT R1 R2 R3 M1 H2 M3 l

1 1 0.000E+00 0.000E+00- 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

1 0.000E+00 -1.624E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.624E+02 0.000E+00 0.000E+00 0.000E+00 -4.873E+02 3

1 0.000E+00 -2.189E+01 0.000E+00 0.000E+00 0.000E+00 4.873E+02 0.000E+00 2.189E+01 0.000E+00 0.000E+00 0.000E+00 -6.186E+02 4

1 0.000E+00 -1.394E+00 0.000E+00 0.000E+00 0.000E+00 6.186E+02 0.000E+00 1.394E+00 0.000E+00 0.000E+00 0.000E+00 -6.228E+02 1

5 1 0.000E+00 8.606E+00 0.000E+00 0.000E+00 0.000E+00 6.228E+02 0.000E+00 -8.606E+00 0.000E+00 0.000E+00 0.000E+00 -5.712E+02 6

1 0.000E+00 2.911Ev01 0.000E+00 0.000E+00 0.000E+00 5.712E+02 0.000E+00 -2.911E+01 0.000E+00 0.000E+00 0.000E+00 -2.801E+02 7

1 0.000E+00 1.868E+02 0.000E+00 0.000E+00. 0.000E+00 2.801E+02 0.000E+00 -1.868E+02 0.000E+00 0.000E+00 0.000E+00 9.348E+01 8

1 0.000E+00 2.693E+02 0.000E+00 0.000E+00 0.000E+00 -9.348E+01 l

0.000E+00 -2.693E+02.

0.000E+00 0.000E+00 0.000E+00 6.321E+02 9

1 0.000E+00_-7 019'An' O.000E+00 0.000E+00 0.000E+00 -6.321E+02 0.000E+00 7.012E+01 0.000E+00 0.000E+00 0.000E+00 3.516E+02 10 1 0.000E+00 1.238E+01 0.000E+00 0.000E+00 0.000E+00 -3.516E+02 r

0.000E+00 -1.238E+01 0.000Ev00 0.000E+00 0.000E+00 3.764E+02 F

e$

^

f m

l RB2303.5 Page1of8

,C I

i l

l EQE ENGINEERING SHEETT.2. "lI JOB NO. 42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY.T?#>J-DATE M -Yl" CALC. No.

00 9 SUBJECT CK DATE 3-N -

11 1

0.000E+00 -1.006E+01 0.000E+00 0.000E+00 0.000E+00 -3.764E+02 0.000E+00 1.006E+01 0.000E+00 0.000E+00 0.000E+00 1.300E+02 12 1

0.000E+00 -2.599E402 0.000E+00 0.000E+00 0.000E+00 -1.300E+02 0.000E+00 2.599E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 13 1 -1.405E+0?

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.405E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 14 1 -1.105E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.10SE+02 0.000E+00 0.000E+00 0.400E+00 0.000E+00 0.000E+00 15 1 -6.052E+01 0.000E+00 0.000E+00 0.000E+00

~.000E+00 0.000E+00 0

8.052E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 16 1 -7.302E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 7.302E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 17 1 -2.050F+ni 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

~

2.050E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 18 1 0.000E+00 2.050E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1

0.000E+00 -2.050E+01 0.000E+00 0.000E+00 0.000E+00 9.225 E+01 19 1

0.000E+00 2.050E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -2.050E+01 0.000E+00 0.000E+00 0.000E+00 9.225E+01 l

20 1 -2.050E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4

2.050E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 21 1 -1.000R+ni -0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4

1.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 22 1

0.000E+00 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 3.750E+02 23 1

0.000E+00 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 3.750E+02 24 1 0.000E+00 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 3.750E+02 25 1

0.000E+00 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 3.750E+02 26 1 0.000E+00 7.500E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -7.500E+00 0.000E+00 0.000E+00 0.000E+00 9.375E+01 l

27 1 0.000E+00 7.500E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 i

0.000E+00 -7.500E+00 0.000E+00 0.000E+00 0.000E+00 9.375E+01 l

28 1

0.000E+00 7.302E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -7.302E+01 0.000E+00 0.000E+00 0.000E+00 9.128E+02 RB2303.3 Page 2 of 8 5

EQE ENGINEERING SHEET 3.2."Ih JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY D A' DNE r-8-N~

CALC. NO.

0@ suBiEcr ex W DATE3*NI 29 1

0.000E+00 -7.098E+01 0.000E+00 0.000E+00 0.000E+00 -9.128E+02 0.000E+00 7.098E+01 0.000E+00' O.000E+00 0.000E+00 2.559E+01 30 1 -1.577t+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.577E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 31 1 -1.277E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.277E+02 0.000E+00, 0.000E+00 0.000E+00 0.000E+00 0.000E+00 32 1 -9.768E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1

9.768E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 33 1 -9.018E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9.018E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 34 1 0.000E+00 1.920E+01 0.000E+00 0.000E+00 0.000E+00 -2.559E+01 0.000E+00 -1.920E+01 0.000E+00 0.000E+00 0.000E+00 1.216E+02 35

__1 -8.250E+0L 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.250E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 36 1 0.000E+00 8.250E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -8.250E+01 0.000E+00 0.000E+00 0.000E+00 2.475E+02 37 1

0.000E+00 8.250E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -8.250E+01 0.000E+00 0.000E+00 0.000E+00 2.475E+02 38 1 -0.?5nr+ni 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.250E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 39 1

2.244E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

-z.244E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

40 1 3.744E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

-3.744E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 41 1

6.744E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+0s 0.000E+00 J

-6.744E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 42 1 0.000E+00 1.500E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -1.500E+01 0.000E+00 0.000E+00 0.000E+00 1.875E+02 43 1

0.000E+00 1.500E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -1.500E+01 0.000E+00 0.000E+00 0.000E+00 1.875E+02 44 1 0.000E+00 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 3.750E+02 l

45 1 0.000E+00 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -3.000E+01 0.000E+00 0.000E+00 0.000E+00 3.750E+02

~-

46 1 0.000E+00 -8.424E+01 0.000E+00 0.000E+00 0.000E+00 -3.762E+01 0.000E+00 8.424E+01 0.000E+00 0.000E+00 0.000E+00 -1.015E+03 RB2303.S Page 3 of 8

' ~

~

l EQE ENGINEERING SHEET 7.7_-I'7 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY bh DATE WG -@

CALC. No. O O b SUBJECT CK DATE 3-IV-Y 47 1 0.000E+00 -9.924E+01 0.000E+00 0.000E+00 0.000E+00 1.015E+03 0.000E+00 9.924E+01 0.000E+00 0.000E+00 0.000E+00 -2.256E+03 l

48 1 -2.594'An?

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2.599E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 49 1 -2.449E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2.449E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 50 1 -2.149E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2.149E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 51 1

0.000E+00 1.157E+02 0.000E+00 0.000E+00 0.000E+00 2.256E+03 0.000E+00 -1.157E+02 0.000E+00 0.000E+00 0.000E+00 1.562E+03 52 1

0.000E+00 2.618E+01 0.000E+00 0.000E+00 0.000E+00 -1.562E+03 0.000E+00 -2.618E+01 0.000E+00 0.000E+00 0.000E+00 2.216E+03 53 1 0.000E+00 -6.332E+01 0.000E+00 0.000E+00 0.000E+00 -2.216E+03

0. o n n r+ nn 6.332E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 54 1 -8.950E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.950E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 55 1

0.000E+00 8.950E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -8.950E+01 0.000E+00 0.000E+00 0.000E+00 1.119E+03 56 1

0.000E+00 8.950E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -8.950E+01 0.000E+00 0.000E+00 0.000E+00 1.119E+03 57 1 -8.950E+0L 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 a.950E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 58 1 0.000E+00 -1.680E+01 0.000E+00 0.000E+00 0.000E+00 -1.216E+02 0.000E+00 1.680E+01 0.000E+00 0.000E+00 0.000E+00 3.762E+01 RB2303.S Page M3 I'

EQE ENGINEERING SHEETh.A Ih JOB NO. 42112 JOB Ovster Creek A-46 Cable Trav Evahtations BY M d-DATE T-0-If CALC. NO.

COV SUBJECT CK OO DATE 3-/ V -Il 1****

BEAM ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM No.

(MODE) 1 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -2.400E+03 2.400E+03 -2.400E+03 3

1 0.000E+0C 0.000E+00 0.000E+00 -2.400E+03 2.400E+03 -2.400E+03 0.000E+00 0.000E+00 0.000E+00 -3.047E+03 3.047E+03 -3.047E+03 4

1 0.000E+00 0.000E+00 0.000E+00 -3.047E+03 3.047E+03 3.047E+03 0.000E+00 0.000E+00 0.000E+00 -3.068E+03 3.068E+03 3.068E+03 5

1 0.000E+00

0. 000E4 00 0.000E+00 -3.068E+03 3.068E+03 3.068E+03 0.000E+00 0.000E+00 0.000E+00 -2.814E+03 2.814E+03 2.814E+03 6

1 0.000E+00 0.000E+00 0.000E+00 -2.814E+03 2.814E+03 -2.814E+03 0.000E+00 0.000E+00 0.000E+00 -1.380E+03 1.380E+03 -1.380E+03 7

1 0.000E+00 0.000E+00 0.000E+00 -1.380E+03 1.380E+03 -1.380E+03 0.000E+00 0.000E+00 0.000E+00 4.605E+02 -4.605E+02 -4.605E+02 8

1 0.000E+00 0.000E+00 0.000E+00 4.605E+02 -4.605E+02 -4.605E+02 0.000E+00 0.000E+00 0.000E+00 3.114E+03 -3.114E+03 -3.114E+03

~

9 1 0.000E+00 0.000E+00 0.000E+00 3.114E+03 -3.114E+03 3.114E+03 0.000E+00 0.000E+00 0.000E+00 1.732E+03 -1.732E+03 1.732E+03 s

10 1 0.000E+00 0.000E+00 0.000E+00 1.732E+03 -1.732E+03 1.732E+03 0.000E+00 0.000E+00' O.000E+00 1.854E+03 -1.854E+03 1.854E+03 11 1 0.000E+00 0.000E+00 0.000E+00 1.854E+03 -1.854E+03 -1.854E+03 0.000E+00 0.000E+00 0.000E+00 6.402E+02 -6.402E+02 -6.402E+02 12 1

.000E+00 0.000E+00 0.000E+00

6. 402E+02 -6. 4 02E+02 -6. 402E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

(

13 1 9.896E+02 9.896E+02 9.896E+02 9.896E+02 9.896E+02 9.896E+02_T e D '

9.896E+02 9.896E+02 9.896E+02 9.896E+02 9.896E+02' 9.896E+02 t-

'14 1 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 7.783E+02 15 1 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 5.671E+02 16 1 5.143E+02 5.143E+02 5.143E+02 5.143E+02 5.143E+02 5.143E+02 V,

5.143E+02 5.143E+02 5.143E+02 5.143E+02 5.143E+02 5.143E+02

-9 RB23013 Page5of8 g&

~ 'gr

EQE ENGINEERING SHEETT*l"d JOB NO.

42112 JOB 05 ster Creek A-46 Cable Trav Evaluations BY_,_ % k DATE 3-17 85' CALC.NO. 00b SUBJECT CK S

DATE 3-/V-Y 17 1 1.444E&O2 1.444E+02 1.444E+02 1.444E+02 1.444E+02_ 1.444E+01_ 9WsCh 1.444E+02 1.444E+02 1.444E+02 1.444E+02 1.444E+02 1.444E+02 18 1 0.000E+00 9.000E+00 0.000E+00 0.000E+C0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4.544E+02 -4.544E+02 -4.544E+02 19 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4.544E+02 -4.544E+02 -4.544E+02 20 1 1.444E+02 1.444E+02 1.444E+02 1.444E+02 1.444E+02. 1.444E+02_ 9LO T) 1.444E+02 1.444E+02 1.444E+02 1.*444E+02 1.444E+02 1.444E+02 21 1 7.042E+01 7.042L+01 7.042E+01 7.042E+01 7.042E+01 7.042E+01_ ILawg 7.042E+01 7.042E+01 7.042E+01 7.042E+01 7.042E+01 7.042E+01 22 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.847E+03 -1.847E+03 1.847E+03 23 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.847E+03 -1.847E+03 1.847E+03 24 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.847E+03 -1.847E+03 -1.847E+03 25 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.84)E+03 -1.847E+03 -1.847E+03 26 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4.618E+02 -4.618E+02 4.618E+02 27 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4.618E+02 -4.618E+02 '4.618E+02 28 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E'00 l

0.000E+00 0.000E+00 0.000E+00 4.497E+03 -4.497E+03 -4.497E+03 l

29 1 0.000E+00 0.000E+00 0.000E+00 4.497E+03 -4.497E+03 -4.497E+03 l

0.000E+00 0.000E+00 0.000E+00 1.261E+02 -1.261E+02 -1.261E+02 i

l 30 1 1.110E+03 1.110E+03 1.110E+03 1.110E+03 1.110E+03 1.110E+03 1479%

1.110E+03 1.110E+03 1.110E+03 1.110E+03 1.110E+03 1.110E+03 31 1 8.991E+02 8.991E+02 8.991E+02 8.991E+02 8.991E+02 8.991E+02

8. 95 2.E+02 8.991E+02 8.991E+02 8.951E+02 8.991E+02 8.991E+02 32 1 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 6.879E+02 33 1 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 6.351E+02 34 1 0.000E+00 0.000E+00 0.000E+00 1.261E+02 -1.261E+02 -1.261E+02 0.000E+00 0.000E+00 0.000E+00 5.991,E+02 -5.991E+02 -5.991E+02 fn RB2303.5 Page 6 of 8 4

EQE ENGINEERING SHEET 3. 2 -M JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY b 4-DAEhl3 h' CALC. NO.

OO&

SUBJECT CK N DA7E 3"IL/ 43~~

35 1 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.810E+02 IP-q-h 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.810E+02 36 1

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.219E+03 -1.219E+03 -1.219E+03

-37 1 0.000E+00 0.000E+00 0,000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1.219E+03 -1.219E+03 1.219E+03 38 1 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.B10E+02 5,810E+92 Mb 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.810E+02 5.810E+02 39 1 -1.580E+02 -1.580E+02 -1.500E+02 -1.580E+02 -1.580E+02.-l.580E+02_ M

-1.580E+02 -1.580E+02 -1.580E+02 -1.580E+02 -1.580E+02 -1.580E+02 40 1 -2.637E+02 -2.637E+02 -2.637E+02 -2.637E+02 -2.637E+02 -2.637E+02

-2.637E+02 -2.637E+02 -2.637E+02 -2.637E+02 -2.637E+02 -2.637E+02 41 1 -4.749E+02 -4.749E+02 -4.749E+02 -4.749E+02 -4.749E+02 -4.749E+02

-4.749E+02 -4.749E+02 -4.749E+02 -4.749E+02 -4.749E+02 -4.749E+02 42 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9.236E+02 -9.236E+02 9.236E+02 43 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9.236E+02 -9.236E+02 9.236E+02 44 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

0.000E+00 0.000E+00 0.000E+00 1.847E+03 -1.847E+03 -1.847E+03

)

45 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00

0. 00'0 E+00 0.000E+00 0.000E+00 1.847Et03 -1.847E+03 -1.847E+03 46 1 0.000E+00 0.000E+00 0.000E+00 1.853E+02 -1.853E+02 -1.853E+02 0.000E+00 0.000E+00 0.000E+00 -5.002E+03 5.002E+03 -5.002E+03 47 1 0.000E+00 0.000E+00 0.000E+00 -5.002E+03 5.002E+03 -5.002E+03 0.000E+00 0.000E+00 0.000E+00 -1.111E+04 1.111E+04 -1.111E+04_ cw l 48 1

1.830E+03 1.830E+03 1.830E+03 1.830E+03 1.830E+03 _1.830E+03 ruf 1.830E+03 1.830E+03 1.830E+03 1.830E+03 1.830E+03 1.830E+03 49 1 1.72SE+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 1.725E+03 50 1 1.514E+03 1.514E+03 1.514E+03 1.514E+03 1.514E+03 1.514E403 i

1.514E+03 1.514E+03 1.514E+03 1.514E+03 1.514E+03 1.514E+03 51 1 0.000E+00 0.000E+00 0.000E+00 -1.111E+04 1.111E+04 -1.111r+04 c.

(

)

0.000E+00 0.000E+00 0.000E+00 7.693E+03 -7.693E+03 -7.693E+03 52 1

0.000E+00 0.000E+00 0.000E+00 7.693E+03 -7.693E+03 -7.693E+03 i

0.000E+00 0.000E+00 0.000E+00 1.092E+04 -1.092E+04_-1.092E+04 ckg RB2303.5 Page 7 of 8 8

b; EQE ENGINEERING SHEET 7,7 4 !

JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY Dk DATE M -I f CA!.C. NO.

00W SUBJECT CK bd DATE 3-N Y

^

53 1 0.000E+00 0.000E+00 0.000E+00 1.092E+04 -1.092E+04 -1.092E+04 e Lg,)

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 54 1 6.303E+02 6.303E+02 6.303E+02 6.303E+02 6.303E+02 6.303E+02_ rptp 6.303E+02 6.303E+02 6.303F+02 6.303E+02 6.303E+02 6.303E+02 55 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 5.511E+03 -5.511E+0,3 5.511E+03 56 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 5.'511E+03 -5.511E+03 5.511E+03 57 1 6.303E+02 6.303E+02 6.303E+02 6.303E+02

6. 3 03E+02 _ 6. 303E+02__ ttnp 6.303E+02 6.303E+02 6.303E+02 6.303E+02 6.303E+02 6.303E+02 58 1 0.000E+00 0.000E+00 0.000E+00 5.991E+02 -5.991E+02 -5,991E+02 0.000E+00 0.000E+00 0.000E+00 1.853E+02 -1.853E+02 -1.853E+02 1**** End of file 2

i I

RB2303J Page 8 of 8

EQE ENGINEEINNG SHEET NO. $* 3 "l JOB NO. I l I 2 JOB b V4 77T_.

REEL.

~ ~~

BY DATE l-M-Ti CALC. NO.C-CO 2-SUBJECT [ eld M O V77; tT. h At_vebed CHKD O DATE f-22-f 3'

_ R.B -L3 - cos'T)

~~

9 OTP-.irac c-oJ& '.

AdCJoMst.

F4tr re.p 3 x OL.

cdect. (a.4p w: mL Az. lit-c-ooI) 4 TTS c

@ AGt id GlAf. M Lt(:JL ISj

[Lec.e< cua94 AJcAcc.A.4L u::>a.3 eneso M

g.ses.se.o wat wd ocia.

roa mg Fua.- nao rw-iemy ce.-wde ) e usa ET = ar(up. 3) p cr o ru.-

ncas a

t tu m 4 ( pe.-ro rartw d r p._.

i

( Sao om ou. u@ 6te Tuy Tu.y = = {(t + 3.r + s M.sr (se %i) -

sz#

. Tp e ( ie. rsm $m w()

%]

wp =

(u3.T+S)lz..tf*(su eleb

=

$\\ S nusGrscou-nu cm uo s e~~en ra.43 e

= [6 *3.n-i)/Q.ir(to %

ri o d

/

ECE ENGINEERING SHEET NO. 3. 3 ~ L JOB NO.

2 JOB-Y3* N h

~~

b l

DATE -D-iT~

BY CALC. NO. D h0 b SUBJECT 0MLZ W4 0llTL) EE. 5/A Gl.) A 7/DAl CHY'O f/?

DATE S'E2*9f 0 s-rs - coro (cost'o) coapan Io*C :

TILT 2. 6 AJ rea-4 - 2't 'd cowa - [14-a P+ 3r 3Me 5, e '

P

@ ra.- %,JiA caaori e. (tar.r+ g )/2 :.

(,;. s '

TAto

. ', 4 - 2h"4 coeun t mo =. 4(r,b' \\[ 8.*l %) -

2jc 44MA,JiA coJfVG (4Q5 =

6 8 ( 5. 4 )

24. C'

[lk" G b ( 3, C, ) )

24.C' (l '{"f

6. b ( l. 4 X 2.

[# "9 l*f 4

i-6O TEL. 4-( 4-

& cama) {m nraL

<ga=(2+3,n3e% = w w

ms -

r o (3.c (sl

~

42* (IW

r. b (l. & ( L)

IL *

(%"9 ra*

=

L + sw na WP9

*(2 od AJcHoftAef_. [voerr can)

,/, " Tc r( & ( o*D l

^

4o7.[

[

=

I

ECE ENGWEERWG SHEET NO. E

3 ~

sib b

JOB

/5 O Rh JOB NO.

BY DATE l ? O df'

~

CALC. NO.d- 0OL SUBJECT [ ale-Yl2 h OJ71.tCt bALt.Ar/cJ CHK'D h/ ATE 3"UT O

gr$ -t3-ocrb (co.do) cv\\ra.L

'/z."Q s.lrz.u.s.',

Y

?nx =

u%o l

RTg - nr i

Yp

.Y

.: bi = mo (arbrl =

n.d a e hoH 3 64c}) =

ll.'L l

/k(4

{

3,o X DEm LEAD =

3xec=l'2.Ll ( Ita8 - P l 6L gL se s

NO b ALM & Mid

[2.[r,QQ 6

,.i

?

f

(

h EQE ENGINEEraNG SHEET NO.@ *

~

JOB NO. 42 Il2-JOB bd7Pjf' CEEf*E-

~

BY OATE I-3l-ST~~

cAtc. NO. C-007. SUa)ECT b L.E ~ITP.dy 04L.orf h/

CHK'D [ M DATE 2-2#-TS~

_R.S - fl - COL 9 oTTLifE coJc.EEn.,J :

Ho anosTa<

uuts,e.et tarzsesut c 0 N L s T a.A.s s e. o Uwo 4L. TJG l X DL cdEc.K., (W. ca.r E

42.t 11.-C -co I ATrrwipi To ru.5cx-Wc cJTu k_.

By c45VM W4 iLle

$mrect suppoz.7, 4A5 te.e eqA<.q No e v 4.< v aniac.a rJe e : w a a r. s p e ca..T s rc<t.

rue (Lrcsx:7We ihsfio LoAos.

n Lo w 5-[57 M C9 CMC 4y

(.+\\ As.nup sappxq.

Lo &

\\

OJ%sTtte.ssCD m 5 Vrea:T f

I' a

r

-a.e a e, amm.

- e.moe w L

i L

Y y

l

2. f '

r. e '

7. r '

6.3' G 3 ' d'O h

?

QV)OV G~\\ C PS t

$-Cf;f<.495{

l Pcd sappa.,. j esse el l

g Ta.se 4M-s, *ao LA K. oF-MFA. pdb.-

-g ECE ENG4NEERING SHEET NO. 5. ~, ~

OsNO. 42112 me Ovs reeceecr_

A-4 L, sv 13 DATE P7/-$r ~

CALC. NO. [- G O L SUBJECT MLE' YMf b 4 L tIh 7/e d CHX'D b d DATE 2-dFf4

( p 3 -Ti-col cerr4M AccecuT (woort cue _. h ssenci c,smanccy g.,

T, Tc

. T',

2c

L ',. lo',

o y

I I

l '

y y

A e

c 3tec7.

k-X

{rns. wa = (3.r u.3M + c.3/t e'

=

T = 2r a 6f)( d')C.2 red) -

ioo*

( Tc4 e

T.c te g (vYe'Weeim) -

soo&

(To.33

~

4-1 (c. h n =

st* (1-tvcool ) L uz.w %

s ( 5.<.

Ca' ) = ra' O - IW cao)

-~n m #

l

1. (z.1 Ca') = g (t-a cool a.~,ie.

me.

is.

2 (,.a eq so cz. w cuo i (2.tY e )

=

ra*

(i-F y wo a

~

C_ =.

3(i.4-Ye 34 4 (3 'e'p c.ao

=

l ( c d( b 4l'

( \\ - L"y cao

=

W

ECE ENGNEERING SHEET NO. 8. * )

JOB NO.

SME bNdE JOB BY DATE I 31 W

~

CALC.NO. b dO b SUBJECT M LE TM bdL@ Tied CHK'D kk OATEOdd-95' (R s-O oot con 4h)

0 y

E loo M

4cCnl + sco (4.0 '& vf( +7) 7 g..

=

gg+

f f e-o 1

R=

a 09

- n c + 3=

ao + im + nr I

wA 38l.4

.f L

=

s.1raa

+L#

w-

?

pic.epy, 8 se

/ < / /,'/ //4919 '**

g y

m.

b i

j 3W

.38 l

l MN

_ _ _ PfAW M M g,

$40 Rcunstl *f i

pp

\\sf t4rMy Os %W

'A i

\\

~

-~

I EQE ENGINEEraNG i

SHEET NO. 8. ~

JOB NO.

bI b IS'T612 bR @

"b JOB BY DATE l-31-9I

~

' CALC. NO. /~OO SUBJECT._ IRI F T6k/ 6'"\\/A LUA ~hd CHKD /Md DATE d-M-9I

[as-rt-et. afd)

Cdffc6 AJCdcrt.Acf, Fet

? x. D L.

'2" sdsu

Jates P-m o * 's P~Tp=

iv (ue, D

,,r

( g r:

J.Pd = n'io (ad(af)

=

ILSS A/*ot4 i

h 3 x o c., =

7 (3 e id =

1144 rLb 5 = Pa.', o L.

i

=

w*'

f.e 1

i

\\

l l

h

\\

4.

J i

lA.

9._ l w

?-?w'l

see escusanc SHEET NO. 3

~

2-}

0'/3~TF-C-bE EL*d-

~~

b DATE la Il-I JOB NO.

- JOB BY CALC. NO. ( AG7-SUCJECT b LE YM b'"Vrf L Ur4 7/CM CHK'D DATE 2-24 II (r2.3-rl-ooL eoMM) cdec.tc Llce.isornt_. Ploco voirto.JT ry.21, PA, Joe Q ',

m.

.2.o t M 5

h h4 f>lo 2.2j 08 ps's

-h

=.

2

=

.2c L i

-- 3 d 3 0 6 yN

( N000 4

f

[ YZ.SHA4CEt.,

CF 5)ppoc~l Q F

s

c. cap @sM -- To CM, EGL. 41ln 4 co(

b WLL LL (l fr *io(..&f50 do Rxciblft(L A:"I\\od RSED P4

EQE ENGINEERING SHEET NO.I,I" /

JOB NO.

?//3_ JOB E3~TEC BEE 64 ) "$b DATE 2r2MN BY CALC. NO. hO 2/

SUBJECT IAfitE T(#/ 6 At v4 71c,J CHK DATE 3- /f-9' i Duruee. Evk.unic] /TS- $^/-o05 Llw s-aur 4-7h's Suppoid wss prneu.s y ouluM r~,drdd k ie l

a ov-///en 7%e.s eacI was re.wdLw' /c o.tk,,, no,e a ccunIe +rq N/I pe,a,A.s a.s..

7kcs enk:.. udi use de prwiaas.co.le. de h s

.s s/

or+ Jiu~ s s la/ wa7 ti-/rb2e & 4 4-v +

y fu wpp/,w 4-s.

a s-be.-le<~x sup cr+ %&q :

h'+ ('**~'; )}6spl%%4)(z)(o.izs-)/z = %'

\\(

& = Rs c

/.or(5s * ) = 16

Ec. = {5 '+("1)]drp/)(z LA) (0 os") + 4(5 ')(s. I %)+z(sh ')(c /%)

+ 46')(s.s%)-+ zGW)(u %)] /z = /// '

+

/ Of(/II")= l/7 Eg

//7 Er = $6')6SW)(s'wr/c)(o.zr) + z(z'wr')(p/ 4)n6c')(s.s %)

+ 2-(7. s~')(/4 %) + /o(7k'/ 4' V,9)]/L

=

1 6 2-

/. Of( llo ac) :- )7o

j s

i

AN ECE ENGINEERING SHEET NO3,f-3 IE JOB bE E8C BY hk DATE 2-2bf C

~

JOB NO.

CALC. NO. 00 b SUBJECT b L 6 T i2 O I b 4LV4 h )

CHK'D 0

DATE 3-/ V-9f

+

e JTr =

%2. 5 t 3 8.a.e Zot

/. o s- (2o /") = 2 //

a a

(6,')(z.r v )(a'd)(o.7s-)+ 6(#,r')(/. R%)j/2 * /70 Rq 38.2, +.

e dos (/7a *)=

J 79#'

Ra = (s ')(asid)(2'~A)(o,7c) + c(4.r')(M %)] /2 = l3>

l. 0 5 ( I W V

\\ 3 b *

(

C., = s~ '(z z % ) - //

Tbese Ioads were ofp.hd b vas/ruf 'A ' rd w s l

ed Ly He. Alp.- SuperSq pp. L. 4) aalp%wn is 3

kla.

i3 a

~

y d

+ $ 4 4'

d bd 2

nWrWaW' Wn WuWrWMnWMcW

^i k

u 4

s i

4 i

i io k

iz h

6 e

e is" iv it i a'^ ** uc,g.C y go.s' 2

/

c-p 3

t

/ = 0. svsk ' 4,-()Tf ")(.ias") : 0./ 7/,,

i 4z ' 2 (/ %X.to c"D 0,30 a s '

};

t 1c O. 2 59 u*

1,-

0,tu.ce-n S = 0.2 Hon'

$, = 0,7. 05 a '

w 2

EQS ENGINEERING SHEET 3.'I-3 JOB NO.

42112 JOB OvsterCreek A-46 Cable Trav Evaluations BY 'E b A DATE 2-24 N CALC. NO. OO M SUBJECT CK b DATE 3-N-I 1* "* Algor (c) Linear Stress Analysis - SSAP0H Rel. 01-SEP-94 Ver. 11.06-3H DATE: FEBRUARY 24,1995 TIME: 11:42 AM IN PUT FI LE............. rb 510 3_a Analytical Review No. RB-51-003 Unistrut Channel A, Oyster Creek 1*"*

CONTROL INFORMATION

~

number of node points (NUMNP) 13

=

number of element types (NELTYP) 1

=

number of load cases (LL) 1

)

=

number of frequencies (NF) 0 j

=

geometric stiffness flag (GEOSTF) 0

=

analysis type code (NDYN) 0

=

solution mode (MODEX) 0 i

=a equations per block (KEQB) 0

=

weight and c.g. flag (IWTCG) 0 i

=

0 bandwidth minimization fing (MINBND)

=

gravitational constant (GRAV) 3.8600E+02

=

bandwidth minimization specified 1*"*

NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NO.

DX DY DZ RX RY RZ X

Y Z

T 1

0 0

0 0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

1 1

l' 1

0 0 1.000E+00 0.000E+00 0.000E+00 0.000E+00 "O'

3 0

0 0

0 2.500E+01 0.000E+00 0.000E+00 0.000E+00 4

0 0

0 0 2.600E+01 0.000E+00 0.000E+00 0.000E+00 5

0 0

0 0 2.900E+01 0.000E+00 0.000E+00 0.000E+00 6

0 0

0 0 5.500E+01 0.000E+00 0.000E+00 0.000E+00 7

1 1

0 0 6.400E+01 0.000E+00 0.000E+00 0.000E+00 8

0 0

0 0 8.000E+01 0.000E+00 0.000E+00 0.000Et00 9

0 0

0 0 1.060E+02 0.000E+00 0.000E+00 0.000E+00 10 0

0 0

0 1.075E+02 0.000E+00 0.000E+00 0.000E+00 11 1

1 1

1 0

0 1.300E+02 0.000E+00 0.000E+00 0.000E+00 12 0

0 0

0 1.405E+02 0.000E+00 0.000E+00 0.000E+00 13 1

1 1

1 0.000E+00 1.000E+01 0.000E+00 0.000E+00

- - - PRINT OF EQUATION NUMBERS SUPPRESSED 1**"

BEAM ELEMENTS number of beam elements 11

=

number of area property sets 1

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

RB5103_A.L Page1of4

l

[

t l

w t

EQE ENGINEERING SHEET T.C-h l

JOB NO. 42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY_. M.

DATE d.-E4 / f CALC. NO.

CD k SUBJECT CK ff7d DATE 3-l4 *Lf 1**** MATERIAL PROPERTIES INDEX E

MU MASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X

Y Z

TEMPERATURE 1

2.90E+07

.300 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.000E+00 1**** AREA PROPERTIES

~

IND EX

AREAS -- = = - - = = -

TORSION

--FLEXURAL INERTIAS--

AXIAL SHEAR SHEAR' A(1)

A(2)

A(3)

J(1)

I(2)

I(3) 1 5.550E-01 3.410E-01 1.710E-01 1.000E-03 2.390E-01 1.860E-01 1* * *

STRESS PROPERTIES INDEX ---SECTION MODULI---

S(2)

S(3) 1 2.940E-01 2.030E-01 1**** ELEMENT LOAD FACTORS CASE A CASE B CASE C CASE D X-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Y-DIR 0.000E+00 0.000E+00

~0.000E+00 0.000E+00 Z-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L'SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO.

I J

K INDEX INDEX A

B C

D I-END J-END NO.

1 1

2 13 1

1 0

0 0

0 2

2 3

-13 1

1 0

0 0

0 i

3 3

4 13 1

1 0

0 0

0 l

4 4

5 13 1

1 0

0 0

0 l

5

.5 6

13 1

1 0

0 0

0 l

6 6

7 13 1

1 0

0 0

0 7

7 8

13 1

1 0

0 0

0 8

8 9

13 1

1 0

0 0

0 9

9 10 13 1

1 0

0 0

0 10 10 11 13 1

1 0

0 0

0 11 11 12

.13 1

1 0

0 0

0 1**** BANDWIDTH MINIMIZATION minbnd (bandwidth cont'rol parameter) 1

=

- - - MINIMIZER DID NOT NEED TO REDUCE BANDWIDTH

- - - Hard disk file size information for processor:

Available hard disk space on drive =

61.882 megabytes 1

RB5103_A.L Page 2 of 4

\\

EQE ENGINEERING SHEET 7.6~- I JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY N DA7E 2.-2J I'[~

CALC. NO. OO SUBJECT CK b

DATE 3-14-35~

1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MCMENT N

1 1 0.000E+00 -1.310E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 3

1 0.000E+00 -1.100E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

~~

4 1 0.000E+00 -1.780E+02d 0.000E+00 0.000E+00 0.000E+00 0.000E+00 5

1 0.000E+00 -2.110E+02 0.000E+00 0.000E+00 ~0.000E+00 0.000E+00 6

1 0.000E+00 -1.700E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8

1 0.000E+00 -1.170E+02 0.000E+00 0:000E+00 0.000E+00 0.000E+00 9

1 0.000E+00 -1.170E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 10 1 0.000E+00 -3.800E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 12 1 0.000E+00 -3.800E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELEMENT LOAD MULTIPLIERS load case case A case B case C case D 1

1.000E+00 1.000E+00 1.000E+00 1.000E+00

- - - EQUATION PARAMETERS Number of equations =

60 Minimum bandwidth =

1 Maximum bandwidth =

12 Average bandwidth =

6 Storage required (bytes) 3600

=

Total memory allocated (bytes) 4538312

=

Total memory free (bytes) 4534776

=

- - - Proceeding with in-core fast solver...

- - - Begin in-core solution.

- - - load case #1

- - - End in-core solution YC O r $ 'OsvU Iac\\%',OL W c ka.eksc whi CW k i19, O K.

RB5103_A.L Page 3 of 4

l l

l EQE ENGINEERINO SHEET 7.4~ M JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY M DATE 2 (5" CALC. NO.

DM D SUBJECT CK DATE 3

N-I 1**** STATIC ANALYSIS LOAD CASE =

1 l

Dis pla cements / Rotations (degre es ) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotation l

1 0.0000E+00 1.3349E-02 0.0000E+00 0.0000E+00 0.6000E+00 -7.6656E-01 2

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -7.6725E-01 3

0.0000E+00 -2.4689E-01 0.0000E+00 0.000'0E+00 0.0000E+00 -2.0825E-01 4-0.0000E+00 -2.5015E-01 0.0000E+00 0.0000E+00 0.0000E+00 -1.5931E-01 5

0.0000E+00 -2.5457E-01 0.0000E+00 0.0000E+00 0.0000E+00 -9.3434E-03 6

0.0000E+00 -7.4132E-02 0.0000E+00 0.0003E+00 0.0000E+00 5.5141E-01 7

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3.2716E-01 8

0.0000E+00 1.9890E-02 0.0000E+00 0.0000E+00 0.0000E+00 -8.8384E-02 9

0.0000E+00 -2.9394E-02.0.0000E+00 0.0000E+00 0.0000E+00 -2.7863E-02 10 0.0000E+00 -2.9845E-02 0.0000E+00 0.0000E+00 0.0000E+00 -7.7410E-03 11 0.0000E+00 0.0000E+00 0.0000"+00 0.0000E+00 0.0000E+00 9.2386E-02 12 0.0000E+00 1.4107E-02 0.0000E+00 0.0000E+00 0.0000E+00 7.0136E-02 13 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 1**** TEMPORARY FILE STORAGE (MEGABYTES)

UNIT No.

7 :

.000 UNIT No.

8:

.001 UNIT NO.

9:

.000 UNIT NO. 10 :

.000 UNIT No. 11 :

.001 UNIT NO. 12 :

.000 UNIT NO. 13 :

.000 l

UNIT NO. 14.:

.000 UNIT No. 15 :

.000 l

. UNIT No. 17 :

.000 TOTAL

.002 l

l 1**** End of file i

d RB5103_A.L Page 4 of 4

I EQE ENGINEERING SHEER 3,f"7 JOB NO. 42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY M DATE 2-24-/5

p PS D SUBJFCT CK

@b DATE 3'N C C CALC. NO.

1**** Algor (c) FEA :* tress Processor MKNSO 01-SEP-94, Ver 11.08-3H l

DATE: FEBRUARY 24,1995 TIME: 11:42 AM l

INPUT FILE.............rb5103 a i

l 1****

BEAM ELEMENTS l

number of beam elements 11

=

number of area property sets 1

=

number of fixed end force sets

.O

=

number of materials 1

=

number of intermediate load sets 0

=

i l

l l

i RB5103_A.S Page 1 of 3 4

i EQE ENGINEERING SHEER 3,9-8 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY_ h4 DATE 2-2 &-#C CALC. NO.

d6M SUBJECT CK

@b DAE.3-lY-9I 1****

BEAM ELEMENT FORCES AND MOMENT 3 ELEMENT CASE AXIAL SHEAR S' FEAR TORSION BENDING BENDING NO.

(MODE)

FORCE FORCE FORCE MCMENT MOMENT MCMENT R1 R2 R3 M1 M2 M3 1

1 0.000E+00 -1.310E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00

~

0.000E+00 1.310E+02. 0.000E+00 0.000E+00 0.000E+00 -1.310E+02 2

1 0.000E+00 1.936E+02 0.000E+00 0.000E+00 0.000E+00 1.310E+02 0.000E+00 -1.936E+02 0.000E+00 0.'000E+00 0.000E+00 4.516E+03 3

1 0.000E+00 1.826E+02 0.000E+00 0.000E+00 0.000E+00 -4.516E+03 0.000E+00 -1.826E+02 0.000E+00 0.000E+00 0.000E+C0 4.699E+03 4

1 0.000E+00 4.645E+00 0.000E+00 0.000E+00 0.000E+00 -4.699E+03 0.000E+00 -4.645E+00 0.000E+00 0.000E+00 0.000E+00 4'.713E+03 5

1 0.000E+00 -2.064E+02 0.000E+00 0.000E+00 0.000E+00 -4.713E+03 0.000E+00 2.064E+02 0.000E+00 0.000E+00 0.000EF00 -6.522E+02 6

1 0.000E+00 -3.764E+02 0.000E+00 0.000E+00 0.000E+00 6.522E+02 0.000E+00 3.764E+02 0.000E+00 0.000E+00 0.000E+00 -4.039E+03 7

1 0.000E+00 1.041r+n?

0.000E+00 0.000E+00 0.000E+00 4.039E+03 0.000E+00 -1.993E+02 0.000E+00 0.000E+00 0.000E+00 -8.507E+02 8

1 C.000E+00 8.229E+01 0.000E+00 0.000E+00 0.000E+00 8.507E+02 0.000E+00 -8.229E+01 0.000E+00 0.000E+00 0.000E+00 1.289E+03 9

1 0.000E+00 -3.471E+01 0.000E+00 0.000E+00 0.000E+00 -1.289E+03 0.000E+00 3.471E+01 0.000E+00 0.000E+00 0.000E+00 1.237E+03 10 1 0.000E+00 -7.271E+01 0.000E+00 0.000E+00 0.000E+00 -1.237E+03 0.000E+00 7.271E+01 0.000E+00 0.000E+00 0.000E+00 -3.990E+02 11 1 0.000E+00 3.800E+01 0.000E+00 0.000E+00 0.000E+00 3.990E+02 0.000E+00 -3.800F.+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 RB5103_A.S Page 2 of 3

i l

EQE ENGINEERING SHEET 7.f-N l

JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluatiens BY VA DATE hM-fC CALC.NO.

r?OL SUBJECT CK N

DATE 3 - N e 5 t

1****

BEAM ELEMENT STRESSES l

ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM NO.

(MODE) 1 1

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -6.433E+02 6.453E+02 6.453E+02 2

1 0.000E+00 0.000E+00 0.000E+00 -6.453E+02 ~6.453E+02 6.453E+02 0.000E+00 0.000E+00 0.000E+00 2.225E+04 -2.225E+04 2.225E+04 4

3 1 0.000E+00 0.000E+00 0.000E+00 2.225E+04 -2.225E+04 2.225E+04 0.000C+00 0.000E+00 0.000E+00 2.315E+04 -2.315E+04 2.315E+04 4

1 0.000E+00 0.000E+00 0.000E+00 2.315E+04 -2.315E+04 2.315E+04 0.000E+00 0.000E+00 0.000E+00 2.322E+04 -2.322E+04,2.322E+04 5

1 0.000E+00 0.000E+00 0.000E+00 2.322E+04 -2.322E+04 2.322E+04 0.000E+00 0.000E+00 0.000E+00 -3.213E+03 3.213E+03 3.213E+03 6

1 0.000E+00 0.000E+00 0.000E+00 -3.213E+03 3.213E+03 3.213E+03 0.000E+00 0.000E+00 0.000E+00 -1.990E+04 1.990E+04 1.990E+04 l

7 1 0.000E+00 0.000E+00 0.000E+00 -1.990E+04 1.990E+04 1.990E+04 l

0.000E+00 0.000E+00 0.000E+00 -4.191E+03 4.191E+03 4.191E+03_

8 1

0.000E+00 0.000E+00 0.000E+00 -4.191E+03 4.191E+03 4.191E+03 0.000E+00 0.000E+00 0.000E+00 6.350E+03 -6.350E+03 6.35FE+03 9

1 0.000E+00 0.000E+00 0.000E+00 6.350E+03 -6.350E+03 6.350E+03 0.000E+00 0.000E+00 0.000E+00 6.093E+03 -6.093E+03 6.093E+03 10 1 0.000E+00 0.000E+00 0.000E+00 6.093E+03 -6.093E+03 6.093E+03 l

0.000E&OO 0.000E+00 0.000E+00 -1.966E+03 1.966E+03 1.966E+03 11 1 0.000E+00 0.000E+00 0.000E+00 -1.966E+03 1.966E+03 1.966E+03 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

l I

1****

End of. file 4

i RB5103_A.S Page 3 of 3

EGE EQE ENGNEERING SHEET NO. I I"/ O

/57E Qs 4-O By W DATE dd4 I JOB NO.

-. JOB-CALC. NO. 00

SUBJECT

[A 'l f/

bA/-'A'77e4

/

CHKD DATE3"/ Y -I

^

i W f$ 4-hnY lbL W

lHM/n* VM S Ness in Y Pietro c.b n n et - a s. a "5 w k u.k is le s A &. z. r " ',

o. ) /ew o.L le.

i G 'T2 c%

CE.

re a J. D % l o m 1

S unnasu a:c hiceae. %our lom.

f.

E 1 + 8 2.

=

I % l' + 19+* = 335' l

8:

GGVB7 3 76' + 19 9 * = 575

i 7 3 * + 3D C=

5ta t Bit

///

=

i N.

P% +(a. $c" ins ukW dd da 'a//wih. puk-/

rn-

-lor a she Il a,eLec-a s.fo L a : (vsts vnkown eck<-

o p eily rdx.hn (Q Jo si ',

Sejer=0.b) 5~7 5~

topi

?' % 'lT bc age. OL-for 1.0

. -hmes beJ 6/

/87.mcAt CAPAc o ry Crtecx-cha a bw 3(5759- /7as#

(

%s uckr Ulh rl%Ie -a use a %~Ay re&cLm la c h c. =. o. 7 s--

4

_A

_2-.%

A-.

Jil.

_an.

SHEET NO. 4 N b JOB NO.

/d JOB R4 M RN BY M _

DATE 2-E4-II CALC. NO.

60 SUBJECT bl# Tf/ b #Lt447%

b

/

CHK'D DATE 3 *lY-D

/03l (9,77),

jggg,g d

06 4

W M O *!'

).3$ >/o hC

(*)e

^-

b I*

~ a/ey<le /cc 5.0 d e.s b.(.

s

/LB 9

63. Gab.s) b l..

2, 2. 4 < 3 r D

=

C conce asi,a : s,,,,4 rs,.m i n oa ni as +4c.

&ckrage dvs ec+ mad 3x h.L, C.

~

l

\\

EQE ENGINEEf3NG SHEET NO. I,I" lE JOB NO.

Ib JOB

/b N b h BY h b-DATE T-/?-4*r

~

CALC. NO. 60 ~V SUBJECT bl ' X

/ b /4LtJ4 %

6 CHK'O hh DATE 3 -I'l 4i

~

,bAl/.5~7PL/~T b

D,c ree-mwe derroer bse,as :

kcc " (

~ll' IET lhf2'wsle)(0.0S'h

NI)(l-l *lrths (t) 5,/ '#/ry') - 23D M

l Cus = 45(z7%r)=91 i

h * (ETys (Omde OS1b.lSth'+.los s' + (170 ~ 18.$ h4 (/3/")

4

(

= 35lo Re) g R,, = (zr w)(i 'as fos 4.a.us>4.s'+.wz4s') +l(W + (zn,*)

W e

/

l __

42'l, R., = 20 by &

Algoc sp% prog, 7k.,,o4/ /s s6n be fatd.

U 5

5 u

a'/

l "W 9W, W_W'rW u W.

4 i

i A

W L

A k

'h 6

70 Et' p4' M'

toy W Iit '__

8

1 1

I 1

EQE ENGINEERING SHEET 8.F- /3 I'7J)k DATE T*/7*IT~

JOB NO. 42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY CALC.NO.- OO b SUBJECT CK

[PO DATE 3-N~Y 1

1**** Algor (c) Linear Stress Analysis - SSAP0H Rel. 01-SEP-94 Ver. 11.06-3H DATE: MARCH 13,1995 TIME: 01:54 PM INPUT FILE............. rb510 3) j Analytical Review No. RB-51-003 Unistrut Channel B, Oyster Creek l

1**** CONTROL INFORMATION number of node points (NUMNP)

=,

8

{

number of element types (NELTYP) 1

=

number of load cases (LL) 1

=

number of frequencies (NF) 0

=

geometric stiffness flag (GEOSTF) 0

=

analysis type code (NDYN) 0

=

solution mode (MODEX) 0

=

equations per block (KEQB) 3

=

weight and c.g. flag (IWTCG) 0

=

bandwidth minimization flag (MINBND) 0

=

gravitational constant (GRAV) 3.8600E+02

=

bandwidth minimization specified

}

1****. NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDtNATES lj No.

DX DY DZ RX RY RZ X

Y Z

T 1

1 1

0 0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 I

2 --' O 0-0 0

0 0 2.400E+01 0.000E+00 0.000E400 0.000E+00 I

~~

3 0

0 0

0 2.650E+01 0.000E+00 0.000E+00 0.000E+00 l

4 1

1 1

1 0

0 6.300E+01 0.000E+00 0.000E+00 0.000E+00 5

0 0

0 0 6.400E+01 0.000E+00 0.000E+00 0.000E+00 6

0 0

0 0 9.600E+01 0.000E+00 0.000E+00 0.000E+00 7

1 1

0 0 1.290E+02 0.000E+00 0.000E+00 0.000E+00 8

1 1

1 1 0.000E+00 1.000E+01 0.000E+00 0.000E+00

- - - PRINT OF EQUATION NUMBERS SUPPRESSED 1****

BEAM ELEMENTS

)

6 number of beam elements

=

number of area property sets 1

l

=

number of fixed end' force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

RB5103_B.L Page 1 of4

.W

EQE ENGINEERING SHEET E 9 /4 TEA) k DATE JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evahtations BY Tr/T-W CALC. NO. 6O D SUBJECT CK

@b DATE 3-/V-97 1**** MATERIAL PROPERTIES INDEX E

MU HASS WEIGHT THERMAL EXPANSION REFERENCE' DENSITY DENSITY X

Y Z

TEMPEFATURE 1

2.90E+07

.000 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.000E+00 l

1**** AREA PROPERTIES INDEX -------------AREAS--------------

TORSION

--FLEXUREL INERTIAS--

AXIAL SHEAR SHEAR A(1)

A(2)

A(3)

J(1)

I(2)

I(3)

- - - - - _ - - _ - _ _ - - _ - _ _ - - - - _ _ - _ _ - - _ _ - - _ - - _ _ _ - - - - = _ - - - - _

1 5.550E-01 3.410E-01 1.710E-01 1.000E-03 2.390E-01 1.860E-01 1****

STRESS PROPERTIES INDEX ---SECTION MODULI---

S(2) 5(3) 1

'2.940E-01 2.030E-01 1**** ILEMENT LOAD FACTORS CASE A CASE B CASE C CASE D X-DIR 0.000E+00 0.000E+00 0.000E+00 0.0'00E+00 Y-DIR 0.000E+00 0.000E+00.

0.000E+00 0.000E+00 Z-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELEMENT CONNECTIVITY DATA ELEMENT -NODE -NODE - NODE NAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER '

No.

I J

K INDEX INDEX A

B C

D I-END J-END NO.

1 1

2 8

1 1

0 0

2 2

3 8

1 1

0 0

3 3

4 8

1 1

0 0

4 4

5 8

1 1

0 0

6 0

0 0

5 5

6 8

1 1

0 0

6 6

7 8

1 1

0 0

1**** BANDWIDTH MINIMIZATION minbnd (bandwidth control parameter) 1

=

- - - MINIMIZER DID NOT NEED TO REDUCE BANDWIDTH

- - - Hard disk file size information for processor:

Available hard disk space on drive =

5.210 megabytes RBM03_RL Pap 2 of 4

EQE ENGINEERING SHEET E N/I JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY @ h DATE '3"'lN1 CALC.NO.

OOD SUBJECT CK

@O DATE 3

IM-I 1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT 1

1 0.000E+00 -2.300'E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

1 0.000E+00 -9.900E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 3

1 0.000E+00 -3.560E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 5

1 0.000E+00 -4.270E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 6

1 0.000E+00 -2.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELEMENT LOAD MULTIPLIERS load case case A case B case C case D 1

1.000E+00 1.000E+00 1.000E+00 1.000E+00

- - - EQUATION PARAMETERS Number of equations =

30 Minimum bandwidth =

1 Maximum bandwidth =

12 Average bandwidth =

6 Storage required (bytes) 1704

=

Total memory allocated (bytes) 4526056

=

Total memory free (bytes) 4524200

=

- - - Proceeding with in-core fast solver...

- - - Begin in-core solution

- - - load case #1

- - - End in-core solution 1**** STATI ANALYSIS LOAD CASE =

1 Displacements / Rotations (degrees) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotation 1

0.0000E+00 0.0000E+00 0.0000E+00 0.000CE+00 0.0000E+00 -7.3522E-01 2

0.0000E+00 -2.3384E-01 0.0000E+00 0.0000E+00 0.0000E+00 -1.9638E-01 3

0.0000E+00 -2.3999E-01 0.0000E+00 0.0000E+00 0.0000E+00 -7.8607E-02 4

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 3.7877E-01 5

0.0000E+00 6.2913E-03 0.0000E+00 0.0000E+00 0.0000E+00 3.5699E-01 6

0.0000E+00 7.1357E-02 0.0000E+00 0.0000E+00 0.0000E+00 -5.3719E-02 7

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -1.5857E-01 8

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 RB5103,B.L Page 3 of 4

4 l

EQE ENGINEERING SHEh'r 3, (-/b JOB NO. 42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY M DATE C' O 4 C CALC. NO.

COD SUBJECT CK kb DATE 3~/V 4 7 1**** TEMPORARY FILE STORAGE (MEGASYTES)

UNIT No.

7:

.000 UNIT NO.

8 :

.000 UNIT NO.

9:

.000 UNIT No. 10 :

.000 UNIT No. 11 :

.000 UNIT NO. 12 :

.000

'~~

UNIT'No. 13 :

.000 UNIT NO. 14 :

.000 UNIT No. 15 :

.000 UNIT NO. 17 :

.000 s

TOTAL

.001 1**** End of file i

i l

4 RB$103_RL hge 4 of4

EQE ENGINEERING SHEET >. f-I~7

?

JOB NO.

42112 JOB Ovster Creek A_t6 Cable Trav Evaluations BY VA k DATE I-lYIh CALC.NO.

OOD SUBJECT CK DATE3 -1 M I 1**** Algor (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H LATE: MARCH 13,1995 TIME: 01:54 PM IN PUT FILE............. rb 510 3,_b 1****

BEAM ELEMENTS number of beam elements 6

=

number of area property sets 1

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

1****

BEAM ELEMENT FORCES AND MOMDITS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING BENDING NO.

(MODE)

FORCE FORCE FORCE MOMENT MOMENT MOMENT R1 R2 R3 M1 M2 M3 1

1 0.000E+00 _1.761E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 -1.761E+02 0.000E+00 0.000E+00 0.000E&OO 4.227E+03 2

1 0.000E+00 1.662E+02 0.000E+00 0.000E+00 0.000E+00 -4.227E+03 0.000E+00 -1.662E+02 0.000E+00 0.000E+00 0.000E+00 4.643E+03 3

1 0.000E+00 -1.898E+02 0.000E+00 0.000E+00 0.000E+00 -4.643E+03 0.000E+00 1.898E+02 0.000E+00 0.000E+00 0.000E+00 -2.283E+03 4

1 0.000E+00_4.651E+02- 0.000E+00 0.000E+00 0.000E+00 2.283E+C3 0.000E+00'-4.651E+02 0.000E+00 0.000E+00 0.000E+00 -1.818E+03 5

1 0.000E+00 3.813E+01 0.000E+00 0.000E+00 0.000E+00 1.818E+03 0.000E+00 -3.813E+01 0.000E+00 0.000E+00 0.000E+00 -5.982E+02 6

1 0.000E+00 1.813E+01 0.000E+00 0.000E+00 0.000E+00 5.982E+02 0.000E+00 -1.813E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 I

4 RB5103_Bs3 Page 1 of 2 4

.K

I l

EQE ENGINEERING SHEET 3. f-/fp JOB NO.

42112 JOB Ovster Creek A-46 Cable Tray Evaluations BY IZOk DATE 3-lY Ih' j

CALC. NO. OO b SUBJECT CK DATE 3

Y 1**** BEAM ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WCRST SUM No.

(MODE) 1 1

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2.082E+04 -2.082E+04 2.082E+04 2

1 0.000E+00 0.000E+00 0.000E+00 2.082E+04 -2'.082E+04 2.082E+04 0.000E+00 0.000E+00 0.000E+00 2,.287E+04 -2.287E+04 _2.287E+04 3

1 0.000E+00 0.000E+00 0.000E+00 2.287E+04 -2.287E+04 7.797F+04 0.000E+00 0.000E+00 0.000E+00 -1.125E+04 1.125E+04 1.125E+04 4

1 0.000E+00 0.000E+00 0.000E+00 -1.125E+04 1.125E+04 1.125E+04 0.000E+00 0.000E+00 0.000E+00 -8.957E+03 8.957E+03 8.957E+03 5

1 0.000E+00 0.000E+00 0.000E+00 -8.957E+03 8.957E+03 8.957E+03 0.000E+00 0.000E+00 0.000E+00 -2.947E+03 2.947E+03 2.947E+03 6

1 0.000E+00' O.000E+00 0.000E+00 -2.947E+03 2.947E+03 2.947E+03 l

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** End of file l

l l

f G

RB5103_B.S Page 2 cf 2

\\t;

\\

EQE ENGINEEraNG SHEET NO. $8' f r

JOB NO.

l JOB

/SO M

BY 2Dd DATE ZM*/f

~

CAL C. NO. O I' SUBJECT b/IIBdV bAI U4~/IoA #

CHX'D DATE 3 -lY-E f%e me.m hnd #be m+m sks in A. PeaD.

c wn1

-io be z.2 9 sui w1,,aL s ><s.s % zs*"

i alhwdle.

O Y-porz.

J. b x bm l.' e n

.Summec Kur %s

+

A= B.L+ g,=

174+tso'- 40'o 8= 63 + 84 =

140N Ab5 "b55'

(

c. e E t, =

/g '

Fm -6 y'rev;ws ca.Icu lo.-k -

shen ase as bd Me allowa%. publ 4e

/z. "

klias : (uses a nwn ~eh. -

a Fe ='!Z 8 8,

~

Weiiy reA.< kn a?C

" 0 fl L 1.o} h e k Oll h I,0- k IV-.

Vecn a CaAan Gecx_.

As in4emb 4c

l. o x b c o. 5 /,, n 6 J, 5 4 r s.o xb. c.

(

' - ~3(06l)=/,5+

A n c G s s lo ( w (,, y h l..'

&ct-u.51cu.

SulTbe.Y t s A-^/ 0:ir u eta

EQE ENGWEERING SHEET NO.3,9 D JOB NO. dbIIb b

BY Dd DATE 3~/N JOB S'T/If -

N/

~

CALC. NO. OO SUBJECT OA'$L# IM f

NA f t/4-Trva/

CHKDhb DATE 3 -l S'-T 0VTt / E14. RCSOLL),rios).*

Pee Schm B.4*.8 d A G17, a Lind.S4h &</~Au um La usd le rnvive co-/hus +L/ sG solmed A4e ve d ic )

copwh, reyvire&

7 h '.s m / de /o lo pineas a plas-ic-loca4:ms. 75 load e the a,,elocqr.h,'m of a.il c. edible joid cre JJ b A. pk-h e.

y h;se.s rs-hn adA/ lo Me a,e M efead /eA r/ -iAe aaJorna. rs %y. loa'6 h A.

k J a A y a te & DHAw is amsdece) k Le. realaA

(~

Uaisrwr A

.4 f,

_ w _

(

nd

,s

.k. A

.. N.f Q

, eH

~

moo 6

1

.3 3

a r

4 W

ej'g

'/s,,#fT.Jaco 2.*.L* l 2.-e.'

t'.J6 t'2*

_ *l\\.

,g /,s41.goa 8

$'k TVP.

'e H

v==y

.+

( %,W G an l

V l

(gf Gr g

- m-i.w e nn.u-.4 j so 4 ee.:t u da 4 (cord

hjoi, li G-F 6

O c

6

'm

.a, L*.r

(,

.g/

L P}'

t C '.

e L.i4%

EQE ENGINEERING SHEET NO. 78" JOB NO.

b bD bbn BY M DATE F/4-IS~

JOB M b/M4W#M

[8LE CALC. NO. MD SUBJECT

/

CHK'D DATE 3 * /Y#I t

\\

M6 CG 6

@G GG

-fE@

v s,

s. u er a

ce ti u

n r d

1 h

I b

1 0

1

'kk p

P if i

if 3

h he b 9

b b

9hJd6" q

c~

a-~-,

r, c,

, ~ @, o c c, ss y s-u

.s v v v

Ls trts I. /

LJ LJ t/

l}

(...

_ Ds,,

hfp = ritartm/ reyriced,4 cm. k plasfa:. h'y sh rc=0.

of o ** " -/ar s !6 tbredd rm/ per % bus 84 8

=

/,f 4lu:. &%P o

- Dekem>e a44Abna/ /ed on fAe an&r loUs aJad/d 4 /4 boH / oak deAraudin & bead GdcAect See-4&~,al

-)/m calc.

$V=D u

$>[10 00)' 3//

d h9 [2V): S Mp :ED z e, -

e Rg 31)*

R - -311 ) Kg - 311* ) %= - 31 f, L.,= 311 R r -3/

7 3

Q 31) l

- krvn.&- Al ><- scdel vsig 4ka. resJ M<,

S y

b L

e

EQE ENGINEERING SHEET T N b JOB NO.

42112 JOB Ovster Creek A_t6 Cable Trav Evaluations BY PM DATE 3-Id"Y I CALC. NO. 6C M SUBJECT CK @b DATE 3 - 1V -6 1**** Algor (c) Linear Stress Analysis - SSAP0H Rel. 01-SEP-94 Ver. 11.06-3H DATE: MARCH 14,1995 TIME: 04:10 PM INPUT FILE.............lstS103a Analytical Review No. RB-51-003 Unistrut Channel A, Oyster Creek 2****

CONTROL INFORMATION

~

number of node points (NUMNP) 13

=

number of element types (NELTYP) 1

=

number of load cases (LL) 1

=

number of frequencies (NF) 0

=

geometric stiffness flag (GEOSTF) 0

=

analysis typr code (NDYN) 0

=

solution mode (MODEX) 0

=

equations per block (KEQB)

=

0 weight and c.g.

flag (IWTCG) 0

=

bandwidth minimization flag (MINBND) 0

=

gravitational constant (GRAV) 3.8600E+02

=

bandwidth minimization specified 1**** NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES No.

DX DY DZ RX RY RZ X

Y Z

T 1

0 0

0 0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

1 1

0 0 1.000E+00 0.000E+00 0.000E+00 0.000E+00 3

0 0

0 0 2.500E+0i 0.000E+00 0.000E+00 0.000E+00 4

0 0

0 0 2.600E+01 0.000E+00 0.000E+00 0.000E+00 5

0 0

0 0 2.900E+01 0.000E+00 0.000E+00 0.000E+00 6

0 0

0 3

0 0 5.500E+01 0.000E+00 0.000E+00 0.000E+00 7

1 1

0 0 6.400E+01 0.000E+00 0.000E+00 0.000E+00 8

0 0

0 0 8.000E+01 0.000E+00 0.000E+00 0.000E+00 9

0 0

0 0 1.060E+02 0.000E+00 0.000E+00 0.000E+00 10 0

0 0

0 1.075E+02 0.000E+00 0.000E+00 0.000E+00 11 1

1 1

1 0

0 1.300E+02 0.000E+00 0.000E+00 0.000E+00 12 0

0 0

0 1.405E+02 0.000E+00 0.000E+00 0.000E+00 13 1

1 1

1 0.000E+00 1.000E+01 0.000E+00 0.000E+00

- - - PRINT OF EQUATION NUMBERS SUPPRESSED 1**** BEAM ELEMENTS number of beam elements 11

=

number of area property sets 1

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

LSTS103A.L Page 1 of 4 k

EQE ENGINEERING SHEET [,I-N

~

JOB NO.

42112 JOB Oyster Creek A-16 Cab'f Trav Evaluations BY- %k DATE 3-IN CALC.NO. DCL SUBJECT CK OG DATE 3 -li Y 1**** MATERIAL PROPERTIES INDEX E

MU HASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X

Y Z

TEMPERATURE I

2.90E+07

.300 0.00E+00 0.00E+00 0.00E+00 0.00E+0C 0.00E+00 0.000E+00 1**** AREA PROPERTIES INDEX -------------AREAS--------------

TORSION

--FLEXURAL INERTIAS--

AXIAL SHEAR SHEAR A(1)

A(2)

A(3)

J(1)

I(2)

I(3)

__ __________ ---._==___

1 5.550E-01 3.410E-01 1.710E-01 1.000E-03 2.390E-01 1.860E-01 1****

STRESS PROPERTIES INDEX ---SECTION MODULI---

S (2)

S(3) 1 2.940E 2.030E-01 1****

ELEMENT LOAD FACTORS CASE A CASE B CASE C CASE D X-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Y-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Z-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO.

I J

K INDEX INDEX A

B C

D I-END J-END NO.

1 1

2 13 1

1 0

0 0

0 2

2 3

13 1

1 0

0 0

0 3

3 4

13 1

1.

0 0

4 4

5 13 1

1 0

0 0

0 5

5 6

13 1

1 0

0 0

0 6

6 7

13 1

1 0

0 0

0 7

7 8

13 1

1 0

0 0

0 8

8 9

13 1

1 0

0 0

0 9

9 10 13 1

1 0

0 0

0 l

10 10 11 13 1

1 0

0 0

0 l

11 11 12 13 1

1 0

0 0

0 LST$103A.L Page 2 af 4

EQE ENGINEERING SHEETE.f-1 JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY DDk DATE 3-IM f CALC.NO.

dO M SUBJECT CK DATE *> "I4 Y 1**** BANDWIDTH MINIMIZATION minbnd (bandwidth control parameter)

=

1

- - - MINIMIZER DID NOT NEED TO REDUCE BANDWIDTH

- - - Hard disk file size information for processor:

Available hard disk space on drive =

5.317 megabytes

~~"

1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE

' MOMENT MOMENT MOMENT 1

1 0.000E+00 -3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 4

1 0.000E+00 3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 5

1 0.000E+00 -3.110E+02 0.000E+00 0.000E+00 0.0^0E+00 0.000E+00 6

1 0.000E+00 3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8

1 0.000E+00 -3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 9

1 0.000E+00 3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 10 1 0.000E+00 -3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 12 1 0.000E+00 3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1**** ELFMENT LOAD MULTIPLIERS load case case A case B case C case D 1

1.000E+00 1.000E+00 1.000E+00 1.000E+00

- - - EQUATION PARAMETERS Number of equations =

60 Minimum bandwidth =

1 Maximum bandwidth =

12 Average bandwidth =

6 Storage required (bytes) 3600

=

Total memory allocated (bytes) 4526056

=

Total memory free (bytes) 4522520

=

- - - Proceeding with in-core fast solver...

- - - Begin in-core solution

- - - load case #1

- - - End in-core solution t

I 13T5103AL Page 3 of 4

GE EQE ENGINEEIUNG SHEET 3.f-L[

{

JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations' BY D k DATE Did-II CALC. NO.

COM SUBJECT CK

@b DATE Y ' WM 5' 1**** STATIC ANALYSIS LOAD CASE =

1 Displacements / Rotations (degrees) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation.

rotation 1

0.0000E+00 -9.3470E-03 0.0000E+00 0.0000E+00 0.0000E+00 5.3141E-01 2

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.2976E-01 3

0.0000E+00 1.7313E-01 0.0000E+00 0.0000E+00 0.0000E+00 2.1660 E-01 4

0.0000E+00 1.7673E-01 0.0000E+00 0.0000E+00 0.0000E+00 1.9340E-01 5

0.0000E+00 1.8501E-01 0.0000E+00 0.0000E+00 0.0000E+00 1.3380E-01 6

0.0000E+00 1.0957E-01 0.0000E+00 0.0000E+00 0.0000E+00 -5.6007E-01 7

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -7.9436E-01 8

0.0000E+00 -2.1834E-01 0.0000E+00 0.0000E+00 0.0000E+00 -6.2476E-01 9

0.0000E+00 -2.9570E-01 0.0000E+00 0.0000E+00 0.0000E+00 2.6928E-01 10 0.0000E+00 -2.8809E-01 0.0000E+00 0.0000E+00 0.0000E+00 3.2198E-01 11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 1.1343E+00 12 0.0000E+00 2.3097E-01 0.0000E+00 0.0000E+00 0.0000E+00 1.3164E+00 13 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 i

1**** TEMPORARY FILE STORAGE (MEGABYTES)

UNIT No.

7:

.000 UNIT NO.

8 :

.001 UNIT NO.

9:

.000 l

UNIT NO. 10 :

.000 I

UNIT No. 11 :

.001 UNIT No. 12 :

.000 I

UNIT NO. 13 :

.000 UNIT No. 14 :

.000 l

UNIT NO. 15 :

.000 UNIT No. 17 :

.000 i

TOTAL

.002

}

l 1**** End of file l

i l

.q

]k LST3103A.L Pate 4 of4 fSW

i I

l EQE ENGINEERING SHEET 3 T* b JOB NO.

42112 JOB __.Qylte-Creek A_t6 Cable Trav Evaluations BY TFbk DATE "I-14

I'I~

CALC.NO.

CC YSUBJECT CK DATE 1**** Algor (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H DATE: MARCH 14,1995 TIME: 04:10 PM INPUT FILE............. ls tS 103a

~~~

1****

BEAM ELEMENTS number of beam elements 11

=

number of area property sets 1

=

number of fixed end force sets 0

=

number of materials 1

=

number of intermediate load sets 0

=

1****

BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING BENDING No.

(MODE)

FORCE FORCE FORCE MOMENT MOMENT MOMENT R1 R2 R3 M1 M2 M3 1

1 0.000E400 -3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00.

0.000E+00 3.110E+0E- 0.000E+00 0.000E+00 0.000E+00 -3.110E+02 2

1 0.000E+00 -7.645E+01. 0.000E+0C 0.000E+00 0.000E+00 3.110E+C.

0.000E+00 7.645E+01 0.000E+00 0.000E+00 0.000E+00 -2.146E+ M 3

1 0.000E+00 -7.645E+01 0.000E+00 0.000E+0C 0.000E+00 2.146E+03 0.000E+00 7.645E+01 0.000E+00 0.000E+00 0.000E+00 -2.222E+03 4

1 0.000E+00 2.346E+02 0.000E+00 0.000E+00 0.000E+00 2.222E+03 O.000E+00 -2.346E+02 0.000E+00 0.000E+00 0.000E+00 -1.519E+03 5

1 0.000E+00 ~7.645E+01 0.000E+00 0.000E+00 0.000E+00 1.519E+03 0.000E+00 7.645E+01 0.000E+00 0.000E+00 0.000E+00 -3.506E+03 6

1 0.000E+00 2.346E+02 0.' 000E+00 0.000E+00 0.000E+00 3.506E+03 0.000E+00 -_2.346E+02_ 0.000E+00 0.000E+00 0.000E+00 -1.395E+03 7

1 0.000E+00 2.9477+02- 0.000E+00 0.000E+00 0.000E+00 1.395E+03 0.000E+00 -2.992E+02 0.000E+00 0.000E+00 0.000E+00 3.391E+03 8

1 0.000E+00 -1.184E+01 0.000E+00 0.000E+00 0.000E+00 -3.391E+01 0.000E+00 1.184E+01 0.000E+00 0.000E+00 0.000E+00 3.083E+03 9

1 0.000E+00 2.992E+02 0.000E+00 0.000E+00 0.000E+00 -3.083E+03 0.000E+00 -2.992E+02 0.000E+00 0.000E+00 0.000E+00 3.532E+03 10 1

0.000E+00 -1.184E+01 0.000E+00 0.000E+00 0.000E+00 -3.532E+03 0.000E+00 1.184E+01 0.000E+00 0.000E+00 0.000E+00 3.265E+03 LST3103 A.S Page l of 2

EQE ENGINEERING SHEET _3.f-27 JOB NC.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY DATE 3"l4'f_ [

CALC. NO. O @ D SUBJECT CK DATE 11 1

0.000E+00 -3.110E+02 0.000E+00 0.000E+00 0.000E+00 -3.265E+03 0.000E+00 - 3.110E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1****

BEAM ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM NO.

(MODE)

_______ ____ __________ __________ = -

_=== __________ __________ __________

1 1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0'.000E+00 v.000E+00 0.000E+00 0.000?,+00 0.000E+00 -1.532E+03 1.532E+03 1.532E+03 2

1 0.000E+00 0.000E+00 0.000E+00 -1.532E+03 1.532E+03 1.532E+03 0.000E+00 0.000E+00 0.000E+00 -1.057E+04 1.057E+04 1.057E+04 3

1 0.000E+00 0.000E+00 0.000E+00 -1.057E+04 1.057E+04 1.057E+04 0.000E+00 0.000E+00 0.000E+00 -1.095E+04 1.095E+04 1.095E+04 4

1 0.000E+00 0.000E+00 0.000E+00 -1.095E+04 1.095E+04 1.095E+04 0.000E+00 0.000E+00 0.000E+00 -7.481E+03 7.481E+03 7.481E+03 5

1 0.000E+00 0.000E+00 0.000E+00 -7.481E+03 7.481E+03 7.481E+03 0.000E+00 0.000E+00 0.000E+00 -1.727E+04 1.727E+04 1.727E+04 6

1 0.000E+00 0.000E+00 0.000E+00 -1.727E+04 1.727E+04 1.727E+04 0.000E+00 0.000E+00 0.000E+00 -6.873E+03 6.873E+03 6.873E+03 7

1 0.000E+00 0.000Et00 0.000E+00 -6.873E+03 6.873E+03 6.873E+03 0.000E+00 0.000E+00 0.000E+00 1.671E+04 -1.671E+04 1.671E+04 8

1 0.000E+00 0.000E+00 0.000E+00 1.671E+04 -1.671E+04 1.671E+04 0.000E+00 0.000E+00 0.000E+00 1.519E+04 -1.519E+04 1.519E+04 9

1 0.000E+00 0.000E+00 0.000E+00 1.519E+04 -1.519E+04 1.519E+04 0.000E+00 0.000E+00 0.000E+00 1.740E+04 -1.740E+04 1.740E+04 10 1 0.000E+00 0.000E+00 0.000E+00 1.740E+04 -1.740E+04 1.740E+04 0.000E+00 0.000E+00 0.000E+00 1.609E+04 -1.609E+04 1.609E+04 11 1 0.000E+00 0.000E+00 0.000E+00 1.609E+04 -1.609E+04 1.609E+04 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l'*** End of file m

IST3103A.S Page 2 et2 I

ECE ENGWEERING SHEET NO. Ta f*M' JOB NO.

bI/b JOB --

W6 E

BY DI DATE I-//*IT

~

CALC. NO. C'O SUBJECT

[MM M

VAL uA 7/A/

CHK'D b

DATE 3 - 8V-95 6vMaAx te kicur hocr(-c%s>

(Pctsro: bionead

/=5L+57-3 II - 7G c 255' E = Sb + B 7 '

-23 p Mrr 64 d =

Eso + 31) c

//, s - 3N = - 3 co*

b cHoe. % vr fcss (ber (ob f= 3&s' E = 575 c_

///

+

435

+

64

+

3m PLosh

{

560 6 39 4ll #

ga C heJ_. -r b c b E4 J m n

(o3s '

=

0,50 & I,0 he oy-

- L)n bewn dvder %DF o,7r

- Ace.o Aq &c %-ci w/

- Acc vrJ;g 4 r P l-elt t 4 ~ h in ears.

bed C.L-VS Iod b&Mh5P-. k OU Foe. I--ImiT Srnre EMAt.wrions

.a

4 O

% gi'OO ECE ENGINEERING SHEET NO.7 bd I sa

OBNo. 4251/2- ;os Oure<_ cae: s<. / -46

,, en &

o 1E CALC. NO. 00 7/ SUBJECT (J2,y '

gijg 4,t/f9 7/Oul CNKD DATE 3-'4 -9f.

Lld/6r7Rv7 /3 1

4 If > W-- ;

. es -4,4

\\

a'---- f y Ad

\\

~Q o

o i

i i

.,8 h*Qg o ** ' "

\\

p

c. a.

1,e

\\h

.m s

8 d)g,. /w -

i. 7

!n n

y 1-1

-%'f l1

~} - D'

pen.)

(zy*M f

y?,.5.,. g. \\,??

-t /

^

' * - IlO

,l y Mit L_

t~~~

,,q l'

S le12 r

")

Plashc. him eis i.s At. rols c:v% b r%6 M ti Al u;rll loe retsa.se.</ b w% Th. 4 s s uc L fl~z. p/v es ixl ro k4,w o +

y lashw U% e.

wi// rwI -[m-n 4 no allo'km\\ \\vad will be. k% hy +ke wcLor-$e cel O ncs kv f E.

7treke. dorsb1 B p55u de 63,/ s/A cvcl b.

&ctusica: Born or 71ts v'n-r.caz. agne ary Ov-re. ics

[

roa lla n s Pu7 A 4 On is-riv, 6 W 7cscwcm By Mr 67Anr GAwA%sJ.

w;:c.::.

g.

EQE ENGINEEraNG

~

SHEET NO.

JOB NO. d b !!E JOB

$ ~TL*9-

/' ~

BY DATE I r I CALC. NO. 002-SUBJECT DdLE U / 0 )~I! / 7 % S ALVA N >l CHK'D SV DATE 9'22'91' i

~~TB - O. O - C C'L-

=sp cuTuve coxea.,J :

eacdea.% E vAivup i,J e w c416Mr< -,Co m cdecx (L/r4. ca< c ;

EQE_ 4Llt? - C-Co 1 2.F a c.v 4 G A,JcdoWE NMuE6 0 av.3C1 RT =.1C i Jnw

.(.o. (nvEp. 3 )

(

F F (ETel62.F )(ug) =

1A6 o (7r7.7r)(.9cl= 780' t

e

@FV(R.TdOLfYE5ds (4zo(.7r%1d(i.o)=1o12.4 s

ra jy = %=c%

. cuc.c maua ca :

ku j.1 1B 4

- c 9c < \\.o

. dt-R Fq 7t:o Icrt f

k.

b Jo c:w ha uncd n ob

x

.z;:

.*p.

l l

ECE ENGINEERING SHEET NO. 3*7-JOB NO.

/ b JOB MS FA(

$ -b By I40M DATE h-/4F CALC. NO. O C D SUBJECT [ ALE IM/ h/! t/A"##d CHK'D @N DATE 3 2.2 #

ANALYTICAL REVIEW No. TB-36-02 OUTLIER CONCERN: His support was found to be an Outlier in EQE calculation 42112-C-001. The support is suspended from the ceiling. He anchors failed the 1.0 and the 3.0 times dead load checks. The unistrut member was overseessed for 1.0 times dead load.

RESOLUTION METHODOLOGY: His calculation will remove some of the conservatism in load generation and will perform a computer analysis of the support conSguration.

The support is a long series of P1000 channels suspended from the ceilin6. It is secured to the ceiling by 1/2" shell anchors of unknown manufacturer. There are many trays supported from this support. Refer to the field sketch for tray locations, supported lengths and percent tray fdis.

Qetermine trav weizht: Per Section 8.3.9 of the GIP, cable tray weight may be estimated as 25 psf for a 4* deep tray. All of the trays are 2 foot wide which yields the following linear weight for a 100% full tray.

l L

wt := (25 psf) 2 ft wt = 4.17 h psfa5 psinS.

2 2

m a

m Following the guidelines of Section 8 of the GIP, all supports selected for limited analytical review should first pass a l

1.0 x Dead Load check accounting for all eccentricities:

j i

GIP Section 8 31: 1.0 x Dead Load: The cable trays are suspended from the ceiling by threaded rods into Unistrut strut nuts in a horizontal channel. He deadweight of the cable trays and condmt is resisted by pullout of the two rod nuts.

Frompageb.is fmd the maxi num stress for the P1000 unistrut channel = 12.5 ksi which is less than the 25 ksi allowable for 1.0 times dead load.

I SUPPORT STRESS IS OK FOR 1.0 TIMES DEAD LOAD l

i TB3602PB.MCD(Pase 1)3:38;42 PM l

l 1

,3,. 7.. 7 -.. g,

N ECE ENGINEERING SHEET NO.

7 ~ 2-JOB NO.

b JOB R

ETE--

~

b MS DATE M4' *IT BY 00 L SUBJECT b3L4 T/#/ bA LUS7Ie/I CHK'O M DATE b2W CALC. NO.

0 4

From pages%*Y to O.t find the following reaction summuies of the elements. Tbc support reactions are derived by adding the member forces of the members framing into the node. B1 indicates the shear load from the beginning of member I and El indicates the shear load at the end of member 1.

B1 := 23.4 Ib R1 := B1 R1 = 23 lb E3 := 66.2 lb B4 := 130.4 Ib R2 := E3 -e. B4 R2 = 197 lb E8 := 126.3 !b B9 := 217.4 lb R3 :=E8 + B9 R3 = 344 lb E13 := 255.6 lb B14 := 452.7 lb R4 := E13 + B14 R4 =708 lb E17 := 237.6 lb B18 := 472.3 !b R5 := E17 + B18 R5 =710 lb E21 := 140.4 lb R6 := E21 R6 = 140 lb Check 1/2" strut nuts:

From Reference 2 find the following allowable 1/2" strut nut loads:

Allowfullout := 20001b Allow slip := 1500 !b As all loads, A to M, and all reactions, R1 to R6, are less than the allowable pullout load, the strut nuts are adequate.

Check 1/2" rods: Conservatively use root area per pg. 4-147 of Reference 3 and assume A307 material:

,M o = 5503 psi

< 20 ksi, therefore rods are adequate.

2 A := 0.129 in A

TB3602PB.MCD (Page 2) 3:58:44 PM k

1

2.,.. -

ECE ENGNEErdNG SHEET NO.$

7' 3 JOB NO.

M2-JOB ID bh Db DATE F4#f BY CALC. NO. 001 SUBJECT [M LE TBrh/ GAtA7/0^1 CHK'D b -

DATE 3-U W l

Check 1/2'shell anchors:

Determine anchor bolt allowable loads: Use methodology of Appendix C of the GIP.

From Table C.2 1 of the GIP find the following anchor bolt allowable loads.

F :=2290 Ib Fy := 2380 lb t

ReductionFactors:

RT p := 0.75 RT := 0.75 Reductionfactorfor unknown a

anchor bolt type. (C.2.2)

Reduction factor for assumed RF :=

+ 0.65 concrete strength = 3000 psi.

RF P := 4000 10000 (C.2.7) 3 RF = 0.75 RF, = 0.95 p

(

Revised Allowable Loads:

F := F RT RF F :=F yRT RF,

t t

p p

y s

F = 1288 lb F = 1696 lb t

y Check Intersction: Use highest reaction load.

= 0.55

< l.0, Anchor Bolts are acceptable for 1.0 times dead load.

I t Per Figure 8-6 of the GIP, the next check is a vertical capacity check.

l l

1B3602PB.MCD (Page 3)3:58:45 PM i

5 eL

. :,K 7._

c ECE ENGINEERING SHEET NO.b b

/'

JOB NO.

b JOB b N b1 N BY I7MN DATE N4 W,

@b SUBJECT b 5L4 M/ bM 6'A ~7/ #d CHK'D DATE 3 - 7.2 -(

CALC. NO.

GIP Section 8.3 2 Vertical Caoacity Check This check concentrates on the support anchorage, focusing on the weak link in the support anchorage loa.d path. The Vertical Capacity Check is an equivalent static load check, in which the support is subjected to 3.0 times Dead Load in the downward direction. This check is limited to the primary raceway support connections and the anchorage of suspended support systems.

DL3 := 3 R5 DL3 = 2130 lb As the unistmt channel stress for a loading of 1.0 times dead load = 12.5 ksi, a loading of 3.0 times dead load equates to a stress of 37.5 ksi which exceeds the allowable stress of 25 ksi. In addition, the anchor bolt interaction equation value of 0.55 for 1.0 times dead load equates to a value of 1.65 for 3.0 times dead load.

Therefore the sunnort is not adeounte for the vertical capacity check-he pullout on the strut nuts will be 3.0 times RS:

3.0 RS = 2130 lb which exceeds AllowJullout = 2000 lb 3.0 RS

= 1.06 6% overstressjudged to be acceptable.

AllowJullout Per Figure 8-6 of thc CIP, the next check is a ductile response check.

GIP Section 8.3 3 Ductile Resnonse Check This support is suspended from the ceiling on threaded rods. Therefore it is classified as a dcctile support.

GIP Section 8.3 4 Lateral Load Check The cable trays are rigidly restrained by angle supports at the south end of the runs where the trays termmate. This provides lateral load restraint in the N-S direction. Likewise, the tray system is laterally supported in the E-W direction by penetrations through the wall at the north end of the room. It is judged that this restraint configuration meets the intent of the lateral load check for this support.

GIP Section 8 3.5: Rod Hancer Faticue Evaluations ne threaded rods are in shell anchors in the ceiling. This is a fixed end configuration which must be evaluated for fatigue loading.

The support is located in the Lower Cable Spread room, El. 36'-0". It is suspended from the ceiling above. This is El. 46'-6*. He 5% damped floor response spectra for El. 46'-6" from Figure 6-6 of Reference 5 is enveloped by the Rod Fatigue Bounding Spectrum anchored at 0.33g, Figure 8-9 of the GIP. From Figure 8-12 of the GIP, the 14-1/2*

long 1/2" diameter rod has an acceptable loading of 1,100 lbs. As this exceeds all of the reaction loads, R1 to R6, the rods are acceptable for fatigue loading.

CONCLUSION: This suonort does not pass the 3 times dead load analvtical review guidelines of the GIP and is classified as an OUTLIER.

TB3602PBRCD(Page 4)3:58A6 PM

... 9m ~

.-:..;. 3. - ~..

EQE ENGINEERING SHEET NO.N" E '

JOB NO. -

/! b JOB' I@

BY DATE 7db6 b9 L4 M bdvATBA/

CHKD hb DATE3-ZZ4I CALC. NO. @OD SUBJECT OUTLIER EVALUATION:

Per Section 8.4.8 of the OIP, a lateral load evaluation may be used to resolve supports thst are classiSed as Outliers because they do not meeet the vertical capacity check. As this support was shown to meet the intent of the lateral load check the Outlier is considered to be resolved.

(:

TB3602PB.MCD (Page 3)3:35:46 PM k

{

.t 7

^ * - -

~

l ECE ENGINEERING SHEET NO.3,3" b JOB NO. N2 /I2

.)CB k,4~M E C E 8 M

~dL BY E b DATE M N-'

CALC. NO. O C'b SUBJECT b Lf IO/ bAl t/A7/v^/

CHK'D bb DATE 3 'lY-I N

-[o" d,X.

t x

=h

%,g% %e

.h

=

2.

I N

rr.

is tv 2

y r'

y*

(

W E y-l---

7

'f L

._,.i-v,

<,y

{$

f

, x

~~

I' y

h 6

f 2

e 2,

r

.e

.4 r

I

{

g

(

iT l- -

~,

f l-

>s 3

y n

-a 4

lof [

i*

00 i,

4 ILl*[

i

[

/

u^

~

i 5- )

lif I%

5 f

p;

~

o l;

uf"l

(

l l

e I"Y

Y$

E l

.2 t

e y

t

,16 7 i O

(,-

to r

9 3

r w o

?

N bg P,

of 7,13.,"

e ea

>A s

p v

i

$)

e ".

e 2.N q

e e -_;,

t_

jf ~

e z*

cd we8 e

w)t gq i

Li a

<,x 4

m ic 9

s i

=;

_4 5

~

a-e

\\

a

+

pf

,Igy" m

J i

d e

)

t'*

4>

+

3,,.

4 FE l 9

. ~ ~

'3

(

v_

a --

3tS* {

k d

D eM M

Y M

i l

?

'E.-

l 0

g L

e 9

, (

s 0

~<

U

.P 01

tr,

T.

m

.J;[~

($ " ~'" O l 't.

t u/

.)

s (j/y)\\r4 o*'i 4 e5') (;.14 h )]

(ft) of E'25/

l pE Gj @)(c2'4 c t'li e i)(1, r t r L t + 11 ) y

$l (I)

LI fu ~"

3 uI

=

' ) ((C / D i ' #9 (Il h l'd (II)

'l /

O 2

j.E a /

(})(d)WE ) (si in-ti)y C)

J/

I' EIC

=

W,)(c) hs'+ c'incei)G.i + ii +ys)y Q

(. /

t 'i n

=

fi n's < d 'W

c. f, D

2l

=

s.

W ; (c7 >' m' m W 'hi j E *04:

n

=

i Q ) PS'jhl 4 it c.'t}gi4lt t t.D }'

O Cl 7, ' t Q, i ron

= (??(e S) tei mt, ec'i )(si e si nij S f

6) ~ "***

G L.

S 'h h

=

(;)(en y>

oe')

e v > g; a

o rm,

=

- ) (c 3)( c t* t Li' ' %') Di t y + 5 i f c@

Q 9

f. : 9 c s

P h I, 2 G

<= -,

q, t

D, ) (C ) bi ' + (1.' + c( * ) ( S i.T h '

G i

3'hf1

y, ? -7,,, i w r 4,. 4 E,h %- % et r'##l *~fY i

![Q yr rt.Jf

}

., ! y.orff/ d "H. >, ? e t r-G mgo'Jer/; gern,.9 n

d.v J b-bl-S M VG gg GXH3 r/tL V'l7 Vf y W J '7 W 103r9ns 4 og 'ON '01v3 A -/?f tva pqg A9 gp r

-X:i6:r g 4:2u.3 Gor 7//2j7'ON900 4

g L+[ON133HS saianms ses y=

2..=.

i IEE(slJEE SHEET M"*b EQE ENGINEERING JOB NO.

42112 JOB OvsterCreek A-46 Cable Tray Evaluations BY D tb DATE E-22-fT~

CALC.NO. 00V SUBJECT e

CK

@b DA'E 3 -/ U-9[

1**** Algor (c) Linear Stress Analysis - SSAP0H Rel. 01-SEP-94 Ver. 11.06-3H l

DATE: FEBRUARY 22,1995 TIME: 08:58 AM j

INPUT FILE............. tb3 602 r2 l

l Analytical Review No. TB-36-002, Oyster Creek 1**** CONTROL INFORMdTION

.=

23 number of node points (NUMNP) 1 number of element types (NELTYP)

=

1 number of load cases (LL)

=

0 number of frequencies (NF)

=

0 ge7 metric stiffness flag (GEOSTF)

=

0 analysis type code (NDYN)

=

0 (MODEX) solution mode

=

O equations per block (KEQB)

=

0 weight and c.g.

flag (IWTCG)

=

0 bandwidth minimization flag (MINBND)

=

3.8600E+02 gravitational constant (GRAV)

=

bandwidth minimization specified 1**** NODAL DATA NODE BOUNDARY CONDITION CODES NODAL POINT COORDINATES NO.

DX DY DZ RX RY RZ X

Y Z

T 1

1 1

0 0 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2

0 0

0 0 1.200E+01 0.000E+00 0.000E+00 0.000E+00 3

0 0

0 0 3.800E+01 0.000E+00 0.000E+00 0.000E+00 4

1 1

1i 1

0 0 5.000E+01 0.000E+00 0.000E+00 0.000E+00 5

0 0

0 0 5.200E+01 0.000E+00 0.000E+00 0.000E+00 6

0 0

0 0 6.600E+01 0.000E+00 0.000E+00 0.000E+00 7

0 0

0 0 9.200E+01 0.000E+00 0.000E+00 0.000E+00 8

0 0

0 0 1.050E+02 0.000E+00 0.000E+00 0.000E+00 9

1 1

0 0 1.270E+02 0.000E+00 0.000E+00 0.000E+00 10 0

0 0

0 1.290E+02 0.000E+00 0.000E+00 0.000E+00 11 0

0 0

0 1.490E+02 0.000E+00 0.000E+00 0.000E+00 12 0

0 0

0 1.750E+02 0.000E+00 0.000E+00 0.000E+00 13 0

0 0

0 1.870E+02 0.000E+00 0.000E+00 0.000E+00 14 1

1 1

1 0

0 2.070E+02 3.000E+00 0.000E+00 0.000E+00 l

15 0

0 0

0 2.130E+02 0.000E+00 0.000E+00 0.000E+00 l

16 0

0 0'

O O

O 2.340E+02 0.000E+00 0.000E+00 0.000E+00 17 0

0 0

0 2.600E+02 0.000E+00 0.000E+00 0.000E+00 18 1

1 1

1 0

0 2.720E+02 0.000E+00 0.000E+00 0.000E+00 19 0

0 0

0 2.740E+02 0.000E+00 0.000E+00 0.000E+00 20 0

0 0

0 2.850E+02 0.000E+00 0.000E+00 0.000E+00 21 0

0 0

0 3.110E+02 0.000E+00 0.000E+00 0.000E+00 22 1

1

.1 1

0 0 3.150E+02 0.000E+00 0.000E+00 0.000E+00

'?

23 1

1 1

1 0.000E+00 0.000E+00 1.000E+01 0.000E+00 TB3602R2.L Page 1 of 5

4 77 EQE ENGINLERING SHEET 3.7'"

JOB NO.

42112 JOB Ovster Creek A-16 Cable Trav Evaluations BY M k DA'E ~7 '7 2 ~

h DATE 3 "IY"7T CALC. NO. O O SUBJECT CK PRINT OF EQUATION NUMBERS SUPPRESSED 1****

BEAM ELEMENTS 21 number of beam elements

=

1 number of area property a,ets

=

0 number of fixed end force sets

=

- 1 number of materials 0

number of intermediate load sets

=

1**** MATERIAL PROPERTIES INDEX E

MU MASS WEIGHT THERMAL EXPANSION REFERENCE DENSITY DENSITY X

Y Z

TEMPERATURE 1

2.90E+07

.300 0.00E+00 0.00E+00 0.0CE+00 0.00E+00 0.00E+00' O.000E+00 1**** AREA PROPERTIES IN D EX ------------- AREAS ------------ - TORSION

--FLEXURAL INERTIAS-- -

AXIAL SHEAR SHEAR A(1)

A(2)

A(3)

J(1)

I(2)

I(3)'

1 5.550E-01 3.41GE-01 1.710E-01 1.000E-03 2.390E-01 1.860E-01 1****

STRESS PROPERTIES INDEX ---SECTION MODULI---

S(2)

S(3) 1 2.940E-01 2.030E-01 1****

ELEMENT LOAD FACTORS CASE A CASE B CASE C CASE D

~

X-DIR

'O.000E+00 0.000E+00 0.000E+00 0.000E+00-Y-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Z-DIR 0.000E+00 0.000E+00 0.000E+00 0.000E+00 l

l l

..;q l

TB3602R2.L Page 2 of 5

's-j

"L -

- - pg.,

, y. g,.

s EQE ENGINEERING SHEET 3 7 '/ O JOB NO.

42112 JOB Ovster Creek A_16 Cable Trav Evaluations BY Nk D TE 2 -2.1"Y SUBJECT CK 70 DA'E 7"/Y-[

CALC.NO. p O D 1*"*

ELEMENT CONNECTIVITY DATA ELEMENT NODE NODE NODE MAT'L SECTN ---ELEMENT LOADS--- RELEASE CODES MEMBER NO.

I J

K INDEX INDEX A

B C

D I-END J-END NO.

1 1

2 23 1

1 0

0 0

0 2

2 3

23 1

1 0

0 0

0 3

3 4

23 1

'l 0

0 0

0 -

0 0

4 4

5 23 1

1 0

0 0

0 5

5 6

23 1

1 0

0

.0 0

0 0

(

6 6

7 23 1

1 0

0-0 0

0 0

7 7

8 23 1

1 0

0 0

0 8

8 9

23 1

1 0

0 0

0 9

9 10 23 1

1 0

0 0

0 10 10 11 23 1

1 0

0 0

0 11 11 12 23 1

1 0

0 0

0 12-12 13 23 1

1 0

0 0

0 13 13 14 23 1

1 0

0 0

0 14 14 15 23 1

1 0

0 0

0 15 15 16 23 1

1 0

0 0

0 16 16 17

'23 1

1 0

0 0

0 17 17 18 23 1

l' O

O O

0-0 0

18 18 19 23 1

1 0

0 0

0 19 19 20 23 1

1 0

0 0

0 20 20 21 23 1

1 0

0 0

0 21 21 22 23 1

1 0

0 0

0 1****

BANDWIDTH MINIMIZATION

.minbnd (bandwidth control parameter) 1

=

- - - MINIMIZER DID NOT NEED TO REDUCE BANDWIDTH

- - - Hard disk file size information for processor:

Available hard disk' space on drive =

61.645 megabytes t

TB3602R2.L Page 3 of 5 I,

L c

~ ~ - -

-. o -..y.

SHEET 3 7'~ O EQE ENGINEERING JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY ? M DATE Z-R-If CALC. NO,. CO

SUBJECT CK

@d DATE 3~ N - I e

,%.~

1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC)

NODE LOAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT 2

1 0.000E+00 -4.480E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 3

1 0.000E+00 -4.480E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 5

1 0.000E+00 -5.630E+01' O.000E+00 0.000E+00

-0. 0 0 0 E+0 0 0.000E+00 6

1 0.000E+00 -4.480E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 7

1 0.000E+00 -4.480E+01 0.000E+00 0,000E+00 0.000E+00 0.000E+00 8

1 0.000E+00 -1.108E+02 0.000E+00.0.000E+00 0.000E+00 0.000E+00 10 1 0.000E+00 -1.312E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 11 1 0.000E+00 -4.030E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 12 1 0.000E+00 -4.030E+01 0.000E+00 0.000E+00 0.000E+00 T.000E+00 13 1 0.000E+00 -2.612E+02 0.000E+00 0.000E+00 0.000E+00 u.000E+00 15 1 0.000E+00 -3.231E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 16 1 0.000E+00 -1.836E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 17 1 0.000E+00 -1.836E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 19 1 0.000E+00 -3.081E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 20 1 0.000E+00 -1.$23E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 21 1 0.000E+00 -1.523E+02 0.000E+0.0 0.000E+00 0.000E+00 0.000E+00 1* * *

ELEMENT LOAD MULTIPLIERS load case case A case B

. case C case D 1

1.000E+00 1.000E+00 1.000E+00 1.000E+00 EQUATION PARAMETERS Number of equations =

108 Minimum bandwidth =

1 Maximum bandwidth =

12 Average bandwidth =

7 6960 Storage required (bytes)

=

Total memory allocated (bytes) 4538312

=

Total memory free (bytes) 4531992

=

i Proceeding with in-core fast solver...

Begin in-core solution

- - - load case #1 End in-core solution 7.;

TB3602R2.L Page 4 of 5 je}

+.

~

1 EQE ENGINEERING SHEET M ~/ b JOB NO.

42112 JOB Ovster Creek A-46 Cable Trav Evaluations BY DA DATE"L-4 4(

N.. DATE 3-N-Y CALC. NO. pOb SUBJECT CK 1* ~ STATIC ANALYSIS LOAD CASE =

1 Displacements / Rotations (degrees) of nodes NODE X-Y-

Z-X-

Y-Z-

number translation translation translation rotation rotation rotation 1

0.0000E+00 0.0000E+00 0.C QE+00

0. 0 00,0 E+ 0 0 0.0000E+00 -1.1536E-02 2

0.0000E+00 -1.5892E-03 0.00uGE+00 0.0000E+00 0.0000E+00 2.4207E-03 3

0.0000E+00 4.4981E-03 0.0000E+00 0.0000E+00 0.0000E+00 3.2390E-03 4

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -6.3291E-02 5

0.0000E+00 -2.6290E-03 0.0000E+00 0.0000E+00 0.0000E+00 -7.8786E-02 6

0.0000E+00 -2.8943E-Q2 0.0000E+00 0.0000E+00 0.0000E+00 -1.1214E-01 7

0.0000E+00 -5.661'2E-02 0.0000E+00 0.0000E+00 0.0000E+00 1.9231E-02 8

0.0000E+00 -4.0868E-02 0.0000E+00 0.0000E+C0 0.0000L+00 1.1500E-01 9

0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 6.0509E-03 10 0.0000E+00 -5.4875E-04 0.0000E+00 0.0000E+00 0.0000E+00 -2.3230E-02 11 0.0000E+00 -3.7804E-02 0.0000E+00 0.0000E+00 0.0000E+00 -1.3752E-01 12 0.0000E+00 -7.3085E-02 0.0000E+00 0.0000E+00 0.0000E+00 2.7571E-02 13 0.0000E+00 -5.2929E-02 0.0000E+00 0.0000E+00 0.0000E+00 1.6635E-01 14 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 -1.9291E-02 15 0.0000E+00 -1.0646E-02 0.0000E+00 0.0000E+00 0.0000E+00 -1.3439E-01 16 0.0000E+00 -6.3101E-02 0.0000E+00 0.0000E+00 0.0000E+00 -6.5340E-02 17 0.0000E+00 -2.9119E-02 0.0000E+00 0.0000E+00 0.0000E+00 1.6153E-01 18 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.5106E-02 19 0.0000E+00 7.9815E-04 0.0000E+00 0.0000E+00 0.0000E+00 2.1603E-02 20 0.0000E+00 -4.3115E-03 0.0000E+00 0.0000E+00 0.0000E+00 -3.7593E-02 21 0.0000E+00 -4.2070E-03 0.0000E+00 0.0000E+00 0.0000E+00 4.9854E-02 22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 5.9139E-02 23 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 1**** TEMPORARY FILE STORAGE (MEGABYTES)

UNIT No.

7 :

.001 UNIT NO.

8 :

.001 UNIT NO.

9:

.000 UNIT No. 10 :

.000 UNIT NO. 11 :

.001 UNIT NO. 12 :

.001 UNIT NO. 13 :

.000 UNIT NO. 14 :

.000 UNIT NO. 15 :

.000 UNIT NO. 17 :

.000 TOTAL

.004 1**** End of file TB3602R2.L Page 5 of 5

c _s+el

\\

~.

l EQE ENGINEERRIG SHEET 7.7** b TOB NO.

421C JOB Ovster Creek A-46 Cable Tray Evaluations BY'ILN DATE 7 - 'l'LM CALC. NO.

8O SUBJECT CK 98 DATE 3 -IY 4I 1**** Algor (c) FEA Stress Processor MKNSO 01-SEP-94, Ver 11.08-3H DATE: FEBRUARY 22,1995 TIME: 08:59 AM INPUT FILE.............tb3602r2 1****

BEAM ELEMENTS 21 number cf bea2n elements

=

number of area property sets 1

=

0 number of fixed end force sets

=

number of materials 1

=

number of intermediate load sets 0

=

1****

BEAM ELEMENT FORCES AND MOMENTS ELEMENT CASE AXIAL SHEAR SHEAR TORSION BENDING BENDING NO.

(MODE)

FORCE FORCE FORCE MOMENT MOMENT

. MOMENT R1 R2 R3 M1 M2 M3 1

1 0.000E+00 0.000E+00_-2.345E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 2.345E+01 0.000E+00 2.814E+02 0.000E+00 2

1 0.000E+00 0.000E+00 2.135E+01 0.000E+00 -2.814E+02 0.000E+00 0.000E+C0 0.000E+00 -2.135E+01 0.000E+00 -2.738E+02 0.000E+00 3

1 0.000E+00 0.000E+00 6.615E+01 0.000E+00 2.738E+02 0.000E+00

'O.000E+00

0. 000E+00 -6. 615E+0L 0.000E+00 -1.068E+03 0.000E+00 4

,1 0.000E+00 0.000E+00_-1.304E+02 0.000E+00 1.068E+03 0.000E+00 0.000E+00 0.000E+00 1.304E+02 0.000E+00 -8.068E+02 0.000E+00 5

1 0.000E+00 0.000E+00 -7.409E+01 0.000E+00 8.068E+02 0.000E+00 0.000E+00 0.000E+00 7.409E+01 0.000E+00 2.304E+02 0.000E+00 6

1 0.000E+00 0.000E+00 -2.929E+01 0.000E+00 -2.304E+02 0.000E+00 0.000E+00 0.000E+00 2.929E+01 0.000E+00 9.920E+02 0.000E+00 7

1 0.000E+00 0.000E+00 1.551E+01 0.000E+00 -9.920E+02 0.000E+00 0.000E+00 0.000E+00 -1.551E+01 0.000E+00 7.903E+02 0.000E+00 8

1 0.000E+00 0.000E+00 1.263E+02 0.000E+00 -7.903E+02 0.000E+00 0.000E+00 0.000E+00 -1.263E+02_ 0.000E+00 -1.988E+03 0.000E+00 9

1 0.000E+00 0.000E+00 -2,174E+02 0.000E+00 1.988E+03 0.000E+00 0.000E+00 0.000E+00 2.174E+02 0.000E+00 -1.554E+03 0.000E+00 10 1 0.000E+00 0.000E+00 -8.623E+01 0.000E+00 1.554E+03 0.000E+00 0.000E+00 0.000E+00 8.623E+01 0.000E+00 1.710E+02 0.000E+00 TB3602R2.S Page 1 of 3

j EQE ENGINEERING SHEET 3.7"/d JOB NO.

42112 JOB Ovster Creek A-46 Ca' ole Trav Evaluations BY D k DATE'/rL7Nb" l

CALC. NO.

OO SUBJECT CK DATE 3-N # I

/

11 1 0.000E+00 0.000E+00 -4.593E+01 0.000E+00 -1.710E+02 0.000E+00 0.000E+00 0.000E+00 4.593E+01 0.000E+00 1.365E+03 0.000E+00 12 1

0.000E+00 0.000E+00 -5.632E+00 0.000E+00 -1.365E+03 0.000E+00 0.000E+00 0.000E+00 5.632E+00 0.000E,+00 1.433E+03 0.000E+00 13 1 0.000E+00 0.000E+00 2.556E+02 0.000E+00 -1.433E+03 0.000E+00 0.000E+00 0.000E+00 -2.556E+02 0.000E+00 -3.679E+03 0.000E+00 14 1 0.000E+00 0.000E+00 -4.527E+02 0.000E+00 3.679E+03 0.000E+00 0.000E+00 0.000E+00 4.527E+02 0.000E+00 -9.626E+02 0.000E+00 15 1 0.000E+00 0.000E+00 -1.296E+02 0.000E+00 9.626E+02 0.000E+00 0.000E+00 0.000E+00 1.296E+02 0.000E+00 1.758E+03 0.000E+00 16 1

0.000E+00 0.000E+00 5.404E+01 0.000E+00 -1.758E+03 0.000E+00 0.000E+00 0.000E+00 -5.404E+01 0.000E+00 3.530E+02 0.000E+00 17 1

0.000E+00 0.000E+00 2.376E+02 0.000E+00 -3.530E+02 0.000E+00 0.000E+00 0.000E+00 -2.376E+02 0.000E+00 -2.499E+03 0.000E+00 18 1 0.000E+00 0.000E+00 -4.723F'07 0.000E+00 2.499E+03 0.000E+00 0.000E+00 0.000E+00 4.723E+02 0.000E+00 -1.554E+03 0.000E+00 19 1

0.000E+00 0.000E+00 -1.642E+02 0.000E+00 1.554E+03 0.000E+00 0.000E+00 0.000E+00 1.642E+02 0.000E+00 2.521E+02 0.000E+00 20 1

0.000E+00 0.000E+00 -1.190E+01 0.000E+00 -2.521E+02 0.000E+00 0.000E+00 0.000E+00 1.190E+01 0.000E+00 5.616E+02 0.000E+00 21 1 0.000E+00 0.000E+00 1.404E+02 0.000E+00 -5.616E+02 0.000E+00 0.000E+00 0.000E+00 -1.404E+07 0.000E+00 0.000E+00 0.000E+00 1****

BEAM ELEMENT STRESSES ELEMENT CASE P/A P/A+M2/S2 P/A-M2/S2 P/A+M3/S3 P/A-M3/S3 WORST SUM NO.

(MODE) 1 1

0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000'E+00 0.000E+00 0.000E+00 9.571E+02 -9.571E+02 0.000E+00 0.000E+00 9.571E+02 2

1 0.000E+00 9.571E+02 -9.571E+02 0.000E+00 0.000E+00 9.571E+02-0.000E+00 -9.312E+02 9.312E+02 0.000E+00 0.000E+00 9.312E+02 3

1 0.000E+00 -9.312E+02 9.312E+02 0.000E+00 0.000E+00 9.312E+02 0.000E+00 -3.631E+03 3.631E+03 0.000E+00 0.000E+00 3.631E+03 4

1 0.000E+00 -3.631E+03 3.631E+03 0.000E+00 0.000E+00 3.631E+03 l

0.000E+00 -2.744E+03 2.744E+03 0.000E+00 0.000E+00 2.744E+03 5

1 0.000E+00 -2.744E+03 2.744E+03 0.000E+00 0.000E+00 2.744E+03 0.000E+00 7.838E+02 -7.838E+02 0.000E+00 0.000E+00 7.838E+02 TB3632R2.S Page 2 of 3

t - d<h -

EQE ENGINEERING SHEET 7~7*/I JOB NO.

42112 JOB Oyster Creek A-46

' Cable Trav Evaluations BY T>A k DATE 7 "N-b DATE 3'N-I CALC.NO. 60 2-SUBJECT CK

~

6 1

0.000E+00 7.838E+02 -7.838E+02 0.000E+00 0.000E+00 7.838E+02 0.000E+00 3.374E+03 -3.374E+03 0.00CE+00 0.000E+00 3.374E+03 7

1 0.000E+00 3.374E+03 -3.374E+03 0.000E+00 0, ' E+0 0 3.374E*03 0.000E+00 2.688E+03 -2.688E+03 0.000E+00

'+00 2.688E+03 8

1 0.000E+00 2.688E+03 -2.688E+03 0.000E+00 0.0 vE+00 2.688E+03 0.000E+00 -6.764E+03' 6.764E+03 0.000E+00 0.000E+00 6.764E+03 9

1 0.000E+00 -6.764E+03 6.764E+03 0,000E+00 0.000E+00 6.764E+03 0.000E+00 -5.284E+03 5.284E+03 0.000E+00 0.000E+00 5.284E+03 10 1

0.000E+00 -5.284E+03 5.284E+03 0.000E+00 0.000E+00 5.294E+03 0.000E+00 5.817E+02 -5.817E+02 0.000E+00 0.000E+00 5.817E+02 11 1

0.000E+00 5.817E+02 -5.817E+02 0.000E+00 0.000E+00 5.817E+02 0.000E+00- 4.644E+03 -4.644E+03 0.000E+00 0.000E+00 4.644E+03 12 1 0.000E+00 4.644E+03 -4.644E+03 0.000E+00 0.000E+00 4.644E+03 0.000E+00 4.874E+03 -4.874E+03 0.000E+00 0.000E+00 4.874E+03 13 1

0.000E+00 4.874E+03 -4.874E+03 0.000E+00 0.000E+00 4.874E+03 0.000E+00 -1.251E+04 1.251E+04 0.000E+00 0.000E+00 _1.251E+04 14 1

0.000E+00 -1.251E+04 1.251E+04 0.000E+00 0.000E+00 1.251E+04 0.000E+00 -3.274E+03 3.274E+03 0.000E+00 0.000E+00 3.274E+03 15 1

0.000E+00 -3.274E+03 3.274E+03 0.000E+00 0.000E+00 3.274E+03 0.000E+00 5.980E+03 -5.980E+03 0.000E+00 0.000E+00 5.980E+03 16 1

0.000E+00 5.980E+03 -5.980E+03 0.000E+00 0.000E+00 5.980E+03 0.000E+00 1.201E+03 -1.201E+03 0.000E+00 0.000E+00 1.201E+03 17 1 0.000E+00 1.201E+03 -1.201E+03 0.000E+00 0.000E+00 1.201E+03 0.000E+00 -8.499E+03 8.499E+03 0.000E+00 0.000E+00 8.499E+03 j

18 1

0.000E+00 -8.499E+03 8.499E+03 0.000E+00 0.000E+00 8.499E+03 0.000E+00 -5.286E+03 5.286E+03 0.000E+00 0.000E+00 5.286E+03 19 1

0.000E+00 -5.286E+03 5.286E+03 0.000E+00 0.000E+00 5.286E+03

(

O.000E+00 8.576E+02 -8.576E+02 0.000E+00 0.000E+00 8.576E+02 20 1

0.000E+00 8.576E+02 -8.576E+02 0.000E+00 0.000E+00 8.576E+02 0.000E+00 1.910E+03 -1.910E+03 0.000E+00 0.000E+00 1.910E+03 21 1 0.000E+00 1.910E+03 -1.910E+03 0.000E+00 0.000E+00 1.910E+03 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 1****

End of file TB3602R2.S Page 3 of 3

l

.. l EGE

,.;-., eos meRNADONAl.

m Qy

..m.c SHEET No.

Jo8 NO. 42112 job OvsterCreek A-46 BY N k-DATE 1C.-22 -f.S"~

cat.C. NO.

C-002 SUBJECT Cable Trav Outlier Evaluation CHKO DATE ')"IZ 4 I l

l 4.0 Conclusion l

This calculation resolved all of the Outliers listed in the Table of Contents.

5.0 References

1. Generic Implementation Procedure for the Seismic Verification ofNuclear Power Plant Equipment, Revision 2, corrected Febmary 14,1994. Prepared for the Seismic Quali6 cation Utility Group 2.

EQE Calculation 42112-C-001, "USI A-46 Cable Tray and Conduit Limited Analytical Review",

Revision 0, dated March 8,1995.

3. Draft letter from Mr. Neil Smith (SQUG Chairman) to Mr. Roy Zimmerman (USNRC),

Subject:

Revision 3 of the GIP.

4.

EQE Report 50124-R-002, "In-Structure Response Spectra for the Oyster Crd Nuclear Generating Station Reactor Building, Compilation of Response Spectra for use in USI A-46 Program". Revision 0 i

dated June 1994.

5. EQE Report 50124-R 001, "In-Structure Response Spectra for the Oyster Creek Nuclear Generating Station, Compilation of Response Spectra for use.n US1 A-46 Program". Revision 0 dated May 1994.

l l

gI' J.

. ~. -.. _. _ -... _ - _.

..... -,,......... ~..

~

,m.

E

--. EQE NTERNATIONAL

-1d'h I

SHEET NO. A/or /$

' * ~

JO8 NO. 42112 Joe Ovster Creek A-46 BY OATE CALC.No. C-002 SUBJECT Cable Trav Outlier Evaluation CHKO DATE Attachment A Additional Walkdown Information Gathered to Resolve Outliers l

i I

l I

i I

l l

t l

i l

l l

I ',b,

t t

l l

4 i

'12, t

9', h g

j

,.Y.,

..J

~ ?.

- s u'p

.x

!!kh J'4; 3

.' fid't

.'u%

i

- w i

b. 4 2-// 2-C.-Oo 2-

$f/7-g k_

^

6 Nuclear C'~\\

Calculation Sheet Subgoct Calc No.

Rev. No.

Sheet No.

d ' N ~ dd l.,

Z of p 5.

d' A bl#W

,'o,,

Qg-Q_

q f

NoATV

,ns %

k V'

tm ret,Me

%(

,R*e yg t aems.a a s u u l

y -- -- - _ -

y j;

g pl:

,IO b#

kM n

1 W l

L o w".s N l

N

/

I i f si

~

d /d to f/u l l /o % Au.

b 7my 1

/

}

b h.

5 /h)5 to b M,na l Je4 R u-f SEE~

l

'**~

Ena.r

.,y 7-

\\

/

20 T

(0 l4c%Mu g

l\\_ _ _ _fs

.3d q

-\\

_ l~

flede) !./AIS7'2U*r Coooccoococr.Ne% Rec i(

*2 9-Ecr f.

l

\\

y,pp,J C

<: i occo g

YM* 2-

/

E s173 N

7

,I

/'l8f

~

i I

I I

I i

.I

$ Pico i tMistreu r N% 'oco -

S P

/$f V4" w }g) Pous 9

$107E$:

509o~E/4-g L. S4 /%M tese s exmob

~ roms

,//

7kW

\\ \\ ~ ~~ ~~ ~~ ~ ~ - - 1 Vere.rtc.4ccy ya yye-

~~

4 Vocnw unesrw7 Heryte t 6,;'

[p,_

n

~5M. 56?' eswatc7m beidtst.

3.

1

2. w c.a.+, s,,.M7?od 4.cchi4 cJ E s Yg. <-:n,g'Y

(. '

Eze-

.o

ui-w.-w+

s,.ua

.,2.,,n,$a.

z-t1.coutaie ui e.

M & -t "$ co-cii+1 a,%

PAemmen as tie Idec c4We -ka_g, WJ~ a s #<g

-Cktc. 42 Ill-c'-oo z-spy )$

i.

/r Nuclear caicuiation sheet cm m.

n.. m.

m.

g6 co z.

3 ot

~7-

~

. J'A'b? "

,,,,j,p 24Cl.L:

twW

/

Y-4 d.es-s.as cec9 h

prM 4&

EL ~+8' 2['."(Sovnl $tred _h, b A N3 m

1

\\

IM4dec7#57/kk) 1 40 *=

a l P II 4

AT q~g g,y w.

WW.

~2+"

A)1075:

I

=

i Nor AU.

f m n,o #

.g,,,

r x

g mgys sucua C L4-Trz&y )

}"be wrro 7 O -* -J

4"gf f]

es l

A e /- N#'d Ih at,

+1 z + w G.

~--

~

,y r

rea b ir ves f.{['

oa i

)

3'0"h J

~

d lJL.

I s l'!***

h

,v r

8 i

f r &+ 75t4Y g

. r36 '7 eth.

[

'd s

N a

f ;- 2x m rc c c; _;_.-

u.

.:e

'b !

E ;l

/Floch F'=~ M t

-(

)f I

(

,W 3(o"

\\\\

hE~T7fIL Q

o L V I

qt

(.N t.3/or)

L

'J g!

/k" deM/c

(

R P-BecY Y

t lMa6'k)

,wz q

yz,z.

v (23'F)

(

+x z+ rner n

Ul

[ft,,')

-J y a ( m t y')

3

-f,,"kl"1T IW/5tcH hog ewvitris,J mking Souni

Nuclear Chr c. 421/2-C- op z.

gy, 4 5 Calculation Sheet sei=:

em m.

n. m.

sn.,m.

RE-2.3-oc2.

4-of -/-

~

w uw

o..

we e.,.

o f* A*,lSW tof, /qq O C k-34av 1y

/

wn y

\\t \\/

%! V 1;

& 7l1 5//Eu S a

o i

rL 7 =m A

[y

~ - - -

pn A. %r p IL l

.i z

l 4 tint.sf

g. Ay l

3/

E l

bd/*d unh s Tru.tr' I

\\

N er 644chs-rf l

lt l

l /50LT y-r

/dd4,7 s/41/5 M.Vf' /34.4<te 7' l

($h Ef{fg n

a y

yg*L h,

~l e

y o

a 4

}

4 r- -

4 l

--...------1 l

(

0 hpi f[

A4 i

w 4

,4

_1

\\

u, Il I

k i

l 4

C 1 L.. -

I c'

[

g w

c,

(.

j.[

l

.q j(

[

3 i

?/k//A147 )

L;

[

l rI Q'

y

>:=' [-

l I

I 1,.

~~~~ ~; =i\\

t i

t Co LT - ~ -- - - -

(t

,I m

a i

g l

-{

i y

~

I f.

jj L

3

- y i

i I

d II

=

4 d

l_ L 6

ii

4. - _.

s.

(h o.

k u,

4 O_

y 1

~

u -

WWUUW l l f

6 0 V

.1.su yn m m n-e yo wtsytvr aird ZP I

t/pls m.ur M r5 M hl&

nws-413)(LTu

. ~.+ :

,.-: -+, s. --g,,,

'Dh-L C <

h 2 Il2 - d p. f 2-S N r g (_

Nuclear (.-.

t Calculation Sheet I'

cm m.

no. m.

sn m

AS8 S

OC 2

[ of &

?,,.

s Q.

4L d a tee.

,Tpj,, ~ " &t W.

1my

?

~

f

(~'b 5'

~/8 "

.y 6.

l p

l

____,y Lm

- pgef -P a

[

Y Y

6 emuum w

euniuse.

m

_f t i, I I I

~2 f' i.

a w

i.

~

i

/l#

u

~

H-M h

y.,, e va w r mn

~ -l

'bl###

I' e

c __

I w

,9 Ch4f a re.w r'" A)5 SO $M v

7_

(

t hoco be'779/L Y e

k.

~

.n

. _ ~ -

l

~ kc. b 7.-ll2 - C- 00 2

$7

/ g-0 OOI Calculation Sheet -

Calc No.

Rev.No.

Sheet No.

45 -o.ch 6 of 7 T }/

" " ~ " *

,'.J.4.A m e

), g Esc &

%,u

,n?

/be.rriosoct vanrraer 4 exAcks~r i

1 H/ V2.

val.

l g34 w rs o acts c-. s _... - - s. wa t

n u --

g - - - -- -.

\\

I g,

'p,y 1

2-t Aerrtu.- Y ts star % avr omstrr h4tavo.

S l

l e

l l

e i

J

? +

.9-A

=

l : ' :.n.2.1 i "

DC, kE Il2-C,.--00 7 6*Ar k-b

~

i Nuclear s.

calcuistion sheet '-

s i

Subject Cels No.

Mov. No.

Sheet No.

R4 -2 5 -od2-.

? e ~7-4,,:.:. nsq.

s.g. am,e w,#

acA.

u - <v 2

o..

-=

o..

.g /

l r

~ TAW Y SP&ds

{

4

+

l

(

'D s

~~

4.4 x-i oQ 2.

'\\.

'A

\\ s

i y

p L

1

)

No&v%;'

9y s

t e.

3.

o s

l D

Y 1

N 4

+

t

<5 l'.

'd 2.

.h g Ps 4 s

st m.

3

-e t

3 e

c e

.N W

b

$k

~

I 4=

w, l I N

j~/

g u

m l

\\

.4

\\.

k*4 s cD 1

7

'i-m

^

l J

N

\\

J I

m 1

1.

4yv S

4 A

w k..

V.

s s

ce i

.~

_ =

i 3....v

.~

F~ rem : D155ER ROE No. : GL7 923 5072 yr.L,.25 1995 1:30PM P02 e Chtc. 421/L-Mw sur A 7 Nuclear Calculation Sheet new c.= m

=w se u

2 of 2.

sm.E-crme 26=U.c:=5 O,

&~, J.rt. kue -

- /s/e4-n

~

px n

wu

-M f

s w + p %v, ma,.L m i v.#N*T 7. rf r..,..m

....o!.. y t

n.

i l

i

-7 Wr W' W

. 4%l i

me i

N3 i

}

i i

.h'p%, -

'l l

! l so l

,.1 i

iv.6 1t'/q -w,'

!-er

H owl 4

a j

j l

l nt<;.-

e,: A' ! #.

, w;

.=

c.

th Ii 9

1 i

?!

f i i,A l

3 n-4lJ,f sa I,

o 8k/*le, k

'/'

i i

i si N E LNYr l f T'

L

" V,,_

il,W leED + e.,

J.1_i s

- '!yAit"A.**a- ^

l c

x

." q,.

o,..

y.,. q i s

. v.,

,,l u

i I

Liv'. t

.j i

l i

f'pp'd

'a%5;4 y

.i g

i

'g!;lJ yA l y; ii

W$

i Q,i:!

o 4

j i

j l

e.

j1( ;

i i

h i

' i: " T.I N N6 i

r i

I

-. -r

- -. we,

1 1,

n ed t semi w.

onm; I

I' l i

_ f IM I

l l

l i

i i

(

i i

i i.

i e.1 i

ri i

i m' N u AV reacesonxgseen. !

l.

I R

Ou s

hf: ! M d d. i l

- YU l

',i I

i i

j a

i i

..im 4 %

.a gd j

j l'j i

i- !;

j i

i i

i

/,r i $ q.' M 4 ;

r; > #@Q44in h#*<4 :

..a

,m

. t. w. w i

i Pld Colas m L,M :

i i

e i

i j

ja pi l

1 ff

.! L vi L,i l'I M w s

g 3

.! lL I.

i l

i 1 %

,i r

%,s y

a "j.

,f]

i f

" A N ' '' -

i.

a

.n.

[

- j l

i I

I

{

e g

/

8

{

i n

,I l[ w*

! g am i

i

}

u.o N.

n-Vgrir.

l

~.

l i

t

)

l

...l i

I l

N M

c.

! w m,f f, W l

n

, "."u~ : : ~;~IIMML r e,

.i l

i:il!;

i r

M..i.li

i. BOA!T k

l i

~

$m i

j i

i

.i

+

i i

M N 0016 (1648) w

'h / *.18 l

i l

x.

., eg~_~

CAtc. 42 l/2-d-oo2._

5/er AS ECE ENGINEERING SHEET NO.

t

/

JOB NO.

X)B BY

@b DATE l-2.C.9f CALC. NO.

UEJECT Sb " L3"00I CHKD b d DATE2(=YFTI 2

h 33 dd4 4 y, g.e

[ pcf i

n ay &

o i A W.j

.(t

.,m a.

x a

t E

,'_('

I p

pdb : 9 y u:_4 e.4&w E-to "

A g

w z's9 n (M pH i,,c w

1 p

c-emd>

(._

1, 3 /

c

%Myi (vd

(

AI a

~.

From : EE Eng. C:rmitants BIP PHOPE Ho. : 919 457 3154 Jan.20 1995 1:22PM PS2 YC.&lIS'QOW hy.7-f}-

p Nuclear i

ai,im 3,,,

~~~

sunseos M43 case som Row. No.

ftenes Na A

2. d (o f g. 4-23-oor o.

wi, om.

de As blSW

/4 /h&

$ b-Q.

2 6' oaf C.

/

7-I i

i:

i i

,, j.

M/vA.7M i

q~

LMs SVMMY L

l i

2.adqd i

hh*1w.th /~+ Y 7rtott i3h" s-a/

i n, r,et Yo"i, t-yew (.1 W T 4

D M C '.

~

mr p,%..) s o24-rnfy 8'

(fvostrA,b[ZgV4.l44e Fsu.

Y24 W 2 7_* 0 " - s j

~.

\\

L 4 T!

/#c/../4/,vf ehy (l-Cat TWA Y

/

i k *f G Kd*

f(tse ye i srf, rse.6 1

S i

p rn

. g s >g4 m

" "#4*-

J a n. 1 + uao.

4 vmvve et.4rr.an

b Ip'I

0*

Usuaw..tr+ survtytr vmr t

\\

h b

tr n

f te l

p

_ \\fn F

i.

x L

J' i

' 'j'

,9 a

1' u l' so 7/ -

7 g,.

w tr.

14f.

's

(% g 58ff Sv#ptr S#rtst1r A A k P'b

l f

2.adh -

59

, ve r, 2.- t rkTrt.kYs

-}

o vo*nt Y' C-

~

i

$&W 15% Fut.

l-0'fb_ ($ & T c-7D '1) 4,4 4

/3 34."$ co,Jhoir-j

/-4xt+ Mett 6 %sto ritt

z. j u 4}

o I0*

I N 4 - z f>! f e a.,or

4. - i h #

~

Pcus coinccwtnned u,sss l - I kr * $

ro firer,s s.gr, 2 L&"or f"h " (S*!'MY I-IYs")

* "N

.(to og 4"} or G v9e=AT ur 3

g,,- %8 }h "

N

's.ooy3/44 /~ & w Z. 3(<"

t rr i

2 * { Y h "

kb t

W 1

ic.0"oflkWA

=J 5-) '

1 r APAaugug" -

ro s u n r b ow.4 D

/J46 A.,4vJ 6

" ** "5

.n i

4

h c. 4-?_.i l 2. -C_- CC?-

gg7 g jd

Nuclear l

Calculation Sheet I

sune.ca ads Cak: No.

Rev. No.

Sheet No.

l, R$ -2 3 -@f G

of G N.,j,<

d /r.rt e fo/iz/4s PA la k W 7Y ON Date Rm try Date i

_ 7.Y ]/ "h SHcu.s 2

9-91oco ONIs71u)T W

5-

.,w fa f"

4 w}g 4 k r+u

*2 &

Itob5 y'is d

rn nm e s m (nierr's)

-se----

we g

g.

p.

-- s WT' N' T ')

,g.

Av

(..

/57, 5

6

~

$,sjir r % 7 2 ff Ptoco oasmg

~

m 4 -2.'4."h

--+ COO DQ.6O v-1-I

,, p o z w~

5 cm 6P o

or l _.

7

2. ygug g / '~

~f X,F w flo"**

(lu 4

o.o n ~

'070 we y 2.-lN*h

-y, off,

~

wm sm@

f yy pW N.

Alo7s -

.\\ t) sTrt.ouf HMJo=1teim> ken. urswoA -cass s coerros

~I 3 4 :::.14 v32.

3 o

t A

~l'/g'

(*

S U f f b e.- I b

[

l W&ON f OCK/

$6 t./&

A

EGE C*t. e, 421/2-c-coz-dw A n EQE ENGINEERNG SHEET NO.

JOB NO.

JOB BY

@h DATE "4-T I

h 6 o ? -

CaxD W DATE /* M-Yi CALC NO.

SUBJECT

%k~

\\

m.

I

'N[N,

/

N,N

/

Y rg o

/

,f

/

f l

c "a-(,S~

m w

/

g s

7.5 m

("g%A) /

g,,#

~.

' !','4 y,,

(7 C1 v:94 s,w

/

y I

-/ \\l b'

4..

/,

,i

~,

af N

kL u/

N

'M

~

t

/

I /,/

/,'. s,TN j

f

~

-- x %.

l 1

~

\\

l ss

~..%.. Y$q i

.y

/

.'Q'N, s, /

!(

'N n>

E

. h,4/

r

/

CALC 42N2 & co?

SN7

) / 2_.

Nusloor Calculation Sheet S*iat 12 6 S'-3' cme no.

a.. no.

sw no.

es - ri-co2-2 of 2.

,Q Ck. *f*

py </ 3M ". 4 4'. 4 a s 0 2--

/ob /N

=

(

/

v.% cm.o g

/w ei. i, LQbJnSW I M M41

[

f /

g ( % 1t..u-a) ewer s er.w.

'T D UCT f 4' vs.y 2, D4 6 gg*

(SM kOGCC UO.stC c,um w r u

y

$1-m a-a) 8/*[T,20%

/

M 3

h

- \\'h 8'4 1

e_D s

Wr" m

, Ym.v.a 5 w%<M 62"

- r%gj h.e-

\\ '3"

=.

r

\\

a'fd.

ne 9

Y

('

{_,3 _ g,-

J V) 4 p-e

2. ys w.

n ~ s.,

ar z -IX -s iz'n

mmomy,m

__2-2*j 6t'rj g 9/ 'g L

1 2"p f

1 h

i i

y 3

.c na w PL.A nJ C f

7-6 i

e w, sw l

NV h

N 0016 (1048)

1

=

g sacc.now R S oo s m

- \\

}

coaesw 0on

//// i, Q

I f

.fTT A@

, k v u us ' h n

. sw w T

le ' p^ h,s._tp[d h][

j i

p i

l ais i

l,/ ].

i f,s

.. y '_

g ;tyy,

r

/

.surr-ect i

2 '*T 7rg 4.... C d __.-,

s: is nee' cow Act 4

.s r

fV i

we n n u - u,w,a

-(.

a.

$N w

w ( pe a. p o. co w 4 a vic s).

l

'y-f Two riooo uuw soie v, ic 5'

l ces wm.ees cewu. 4 sm.sr,sauewco w'.o,

f5+

4 i w u en. us<, wa e.saa slithe

[ W s I.jp-y --,4

- 4 21-dl

3 v

uo sno ouuse nyt.

3. g," g.g s_,

f y./,

a V

-/ / r '.

Omn: sw '

(<

y='f*hsmAmet.t.

f.'

f n

ti r, k OM Bof%I J

or 75'.s' '

( Aewer_.

}

SC-y' cu -

i gg emaa # m f,,,

q, B'*

Y Y-e.~ << i p -

/

m o,

o i

i t

it" t it.*

,2/

l

.gtm~os- -

y p\\v Lwrel.

]

dp-2M N r[

' \\

,'e D,

I.$ s f

J.x.biss - n//g;(

m

~..?:

.n l

-16

,w

Nusimr C. CNL C-4 2- }/2 - Q-cot--

Sh'7'4/$_.

Calculation Sheet ' -

I sas.es cua na.

Re. no.

sn < ua.

se ecnows EB.9-cos 4 Of f

(.

Origlftator Date Rwiewed try Date

~; v J #. 2'**

,,), in v

2A ur..

wr c

(,

p

, cA-5'*

p,oco ii Y,

sw'- -- dw b --- 1, n

/t+

+lU

'/ WT.Roo gr l

k

=

L z

g o, grye 5.,,

n

-c_

\\

wp Ih I

se r-

~l viooo/

NT

/

s q,

m %ue, m

I "t

j

@' Gr

%d p

py

- c-ce u,rr --.4 u.....

J or 4 8en 2 **ttJade (ccTs)

A jois I..-

H G-F-

E' d

8

[o A?,

.m.

ta <1-n r*ef

.g/

l Pq, s

t..1 L.i4%

u f'l y> Q'3

. e6 -4A

'3 z____

f f

./,o j ri a

l 4.o" l h"Go er Tve i *.

0-C' o'-

{

c mn 3}_ '

d 14N i

D

)

9 9

6)4,

/

l-14 l

It-%'h

-) o,

' pc n.)

(wS) i

. \\,"46

-t/ tF i

gs m

f

$O g

3.eit i

1_

1 ptg, a

-.s 1

3 p f,,,,,

i4 lN)

N - (1%p)

N 0016 ((1969 i

f g

MNusicar C-iib ~ &

?#' b/S~

Calculation Sheet s Cale h Rev. No.

Sheet No.

SC 4 1w: 25-51-oos Sof f

~

).A.k/T!n

?

=

g ay u,..

j, 9,6 p.v t1= -

n,s.

-a

,.f,. '*

8*

(

% w oo

' ~

jf p, f N z-z.6 s.s'< +

'lle c

f.-l'f$b C.fr +

Z-l*$ ( n +

f7.

l M k

,e arr Q

-t *'t k

!/

[8 f/,

fl n

[

hb

,6 h

- s'.o*(ie.9_,e f

'k t ceksq bom 4

,p;,2-G z,t u

f c: "'

1 g

h l

lJ d u __ L.

l

.. n.,

f-d 88't b

3

\\_

.')'

t

C Asc 42 ll 7 - c-cor_.

S,+7

,,9 EQE ENGINEEbG SHEET NO.

JOB NO.

JOB BY kb DATE i'24-9 {

~

CALC. NO.

SUBJECT To oc4 M

DATE /.24 D~

Csx 0 a

b Y

-'N

.o 8

~

j

~

i

)

'1 j

_b u

\\.

c-~

e s Dk'*

M, 8 t

4 vs Y

l i

Y 5

i

%L e

N 4

N w

I l

2.

t 4

9o

,/

)

l g.n m r

Y S

h*\\*t\\

,?

k

\\

n i

0,d-t w 1. '

/

1

~

_i V

o a

i M

w w

i ft

~i w

a

+

08 I #.l- ); l

[

h t

'l LJ'

?-

~

Q l'

S

.4

i i

,4 9-2 y

a

' ll

% p \\ _J 9

W 4, m l

o, o

w h

f

'g" G

J K

4 Q

cs' t

,b

),

(

(.

l A

s-y w

u c

i c

i T

'h

[1

N c.-

EQE l>ffERNATIONAL E h.h

~<

wr=

ni L

SHEET NO. UI o# W I

JOB NO. 42112 JO8_

OvsterCreek A-46 BY DATE.n OALC.NO. C-002 SUBJECT Cable Trav Outlier Evaluation CHKD DATE Attachment B Checking Criteria Checklist 1

d I

4 I

l l

I 1

I l

i i

s W

I l

l t

s,;~ -m s

?

T) e.

?{

a 3

l y

l w

bi e

[h

CHECKING CRITERIA CHECKLIST idWWMhraiMmme;M6MWWmesn@meggermim;MeggscykyrfWeM55aggs Client b FUAI Project b'7N h M Job No.

2 // 2 -

Calc. No.

Revision No.

O Criteria Yes No N/A Comment No.

1. Originator followed defined procedures.

/*

1

2. Title, purpose and function of the work

/

checked are adequately described.

l

3. Work method. clearly stated and appropriate.

/

4. Assumptions identified. Open items flagged for subsequent verification where necessary.

/

5. Technical bases and references current,

/

correctly selected, and incorporated.

6. Technicalinput properly selected and

~

adequately identified. Any specific input to

/

be excluded are adequately identified.

1

7. Applicable codes, standards and regulatory requirements identified and properly used.

/

l l

8. Analytical steps can be verified without recourse to originator.

9. Each page of the work identified and trace-able to originator, date and job or equivalent

/

. control number.

10 All markings legible and identifiable.

/

{

Pageg2_of h fhhhhfffhhff hhffM

CHECKING CRITERIA CHECKLIST 4ER&#@@unditimaangsge/Mmw;wynggmme dagerggstgrgegsggyggy Client bkUM Project ONhI N Job No.

2 // L Oo 1 Caic. No.

Revision No.

Criteria Yes No N/A Comment No.

11. Work clearly references any final supporting computer runs. -

7

12. Final computer runs include input listing and output.

/

13. Final computer runs contain unique number identifier.

14.Results consistent with inputs, technical procedures, and other project criteria.

15.Results are reasonable.

/

16. Revisions are clearly documented.

/

17. Technical interface requirements in the

~

Project Plan have been satisfied.

/

18.All documentation available to checker.

/

19. Computer program version identified.

/

20. Computer program version certified and application valid.

I'N Checked by:

Date:

V h ffhh h h h Page$fof [

hh*hhhhhhiI b

4 i

l l

CHECKING CRITERIA CHECKLIST 2@#F:stt32i5&%@#stisspT(fRM:$2n;;gg;3ggggyapgeAggggggg;mggigggggpj Client hfdAl Project

-OPS M I M f A Mb Job No.

2 //2.-

Calc. No.

OO b Revision No.

O CHECKING CRITERIA CHECKLIST Comment No.

Comment Resolved by:

4 t

Date:

A l d W s-i

.: y l 9

".'I

't I

1 I

6 A

I s

t l

t

- - -

ML20198H453

Text

Title:

References:

Subject:

Navigation menu

Search