ML20065L794
| ML20065L794 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 06/04/1993 |
| From: | EQE, INC. |
| To: | |
| Shared Package | |
| ML20065L779 | List: |
| References | |
| 42103-C-001, 42103-C-001-R00, 42103-C-1, 42103-C-1-R, NUDOCS 9404210294 | |
| Download: ML20065L794 (100) | |
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- CALCULATION COVER SHEET *.
ENGINEERING CONSULTA NTS Calculation No: 42103-C-001 Project: BOSTON EDISON ARS GENERATION Calculation
Title:
REACTOR BUILDING SEISMIC MODEL
References:
SEE SH.14 Attachments: SEE SH. 4 Total Number of Pages (including Cover Sheet). /bY Revision Approval Number Date Des.:ription of Revision Originator Checke Approver 0 # # * ##H'!5 "I*& d*' OM -
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F ECE ENGINEERING -
SHEET NO.
JOB NO. 42103 jog BOSTON EDISON PNPS BY O 'l DATEb'O CALC. NO. 42103 SUBJECT REACTOR BUILDING SEISMIC MODEL CHK'D 8I) M DATE 4/gj /73 C-001 TABLE OF CONTENTS Sheet 1.0 PURPOSE.............................................................................. 5
- 2. 0 M ET H O D O L O G Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.1 Rea cto r B uild in g M o d el . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
- 2. 2 D r y we l l S h e l l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 2.3 Pedestal, Biological Shield and Reactor Vessel..................... 8 2.4 Torus....................................................................... 9 3 . 0 A S S U M P TI O N S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4.0 D R AWIN G S US ED FO R DE SIG N IN PUT . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 11
5.0 REFERENCES
......................................................................14 6.0 REACTOR BUILDING FLOOR AND WALL MODEL.......................... /6 ,
4 1
l 6.1 B uild in g C ro s s S actio ns. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 6 6.2 Calculation of Floor Weights and Mass Density . .... . ...... .. 2/o 6.3 B uild ing I nterf ace Loca tions . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . 43 i
6.4ANSYSInput................................................................%
- 6. 5 A N SY S K ey p oin ts f o r Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 6.6 AN SYS Keypoints fo r Floo rs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 72 I
6.7 ANSYS Summary Output Files for Centroid and M a s s M o me n t s o f i n e rtia . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71
EQE ENGINEERING ;
SHEET NO. s JOB NO.
42103 JOB BOSTON EDISON PNPS BY _J/N/ DATE 5'785 42103 REACTOR BUILDING SEISMIC MODEL CALC. NO._C:001_ SUBJECT CHK'D_8dff_ DATE 4kfl TABLE OF CONTENTS Sheet 6.8 ANSYS Mod el Geometry Plots . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 6.9 StiffnessMatrices........................................................ 9f 6.10 Building Properties above El. 1 1 7 '- 0 " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 0 3 6.11 Lumped Mass Distribution for Elevations
-17'-6"to164'-6"....................................................... //6
- 7. 0 D R YW E L L S H E L L M O D E L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . //7 7.1 D ry well S h ell Pro p e rtie s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . //7
- 7. 2 Su mma ry o f Drywell S hell Mod el . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . /2Y 8.0 Pedestal, Biological Shield and Reactor Vessel Model ................... /2' 8.1 ModeiDiagram.............................................................. / ;'.
- 8. 2 S u m ma ry o f Lu m ped M a s s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /23 8.3 S u mma ry o f Member Pro pe rties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /27 8.4 Reactor Stabilizer and Star Truss Stiffness......................... IIY 9 . 0 To r u s M o d e l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 3 f 9.1 To ru s M o d el Prop e rt ie s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13f
- 9. 2 S u m m a ry - To r u s M o d e l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 3 0
- 10. 0 Fl o o r Fle x a b ilit y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /37 a . ,.n . .
ECE ENGINEEMNG SHEET NO. I JOB NO. 42103 JOB BOSTON EDISON PNPS BY.__M'M DATE J ti- 95 CALC NO. 42103 SUBJECT REACTOR BUILDING SEISMIC MODEL CHK'Dd.M DATE C' /4/73 '
C-001 TABLE OF CONTENTS She_e.t ATTACHMENT A: Reactor Building Major Components List /67 ATTACHMENT B: Checking Criteria Checklist /5(/
ATTACHMENT C: Checking Criteria Checklist /(oZ
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i ECE ENGINEERING l S
JOB NO. 42103 JOB BOSTON EDISON PNPS BY _NN'd DATE E N'S REACTOR BUILDING SEISMIC MODEL CALC. NO. 42103 SUBJECT C-001 CHK'DAMI DATE /e/h3 ,
1.0 PURPOSE The purpose of this calculation is to construct an equivalent lumped mass model of the PNPS Reactor Building and internal structures. This modelis required to generate Regulatory Guide 1.60 and PNPS FSAR (Housner) response spectra suitable for use in future design activities.
2.0 METHODOLOGY The Reactor Building is a rectangular reinforced concrete structure up to the refueling floor at EL.117. Above that it is a steel frame with exterior precast concrete panels.
The foundation mat is 144.5 feet square and 10 feet thick with the finished top surface at El. -17.5. It rests on a 6 inch thick concrete working slab. There is an extension of about 40 feet by 60 feet on the northwest side under the Auxiliary Bay. The building is rectangular for the remainder of its height with an interior grid of walls between floor levels. Grade is approximately at El. 23.
The drywell containment vessel is an axisymmetric steel structure surrounded by a reinforced concrete shield wall which follows the con-tour of the vessel from the foundation of the drywell up to the operating floor. The drywell shield is an integral part of the main building structure. The centerline of the drywell vesselis not coincident with the centerline of the reactor building, introducing significant eccentricity.
The torus suppression pool is located below the drywell and is supported by the mat.
The reactor pressure vesselis supported by a reinforced concrete pedestal inside the drywell. The vessel is surrounded by a biological shield wall built up of welded steel sections and infill concrete. The biological shield is supported on the reactor pedestal. The pedestal and drywell are supported on a solid concrete section extending about 25 feet above the top of the mat.
The interior structures are braced to the Reactor Building structure at El.
81.8. The reactor vessel is braced to the top of the biological shield by a stabilizer system which resists lateral movement and torsion but not vertical movement or overturning (it also allows radial growth, but this is
ECE ENGINEER 4NG SHEET NO. "
JOB NO, 42103 jog BOSTON EDISON PNPS BY dN DATE (" !' D CALC. NO. 42103- SUBJECT REACTOR BUILDING SEISMIC MODEL CHK'D8M'_ DATE (,/./jk C-001 not relevant to seismic response). The biological shield is braced to the drywell by the star truss which acts similarity to the stabilizer. The drywell is connected to the drywell shield concrete by heavy steel lugs which also restrain only lateral and torsional movement.
The Reactor Building model is a 3-D model incorporating vertical and torsional properties.
Internal structures are modeled separately: (1) the drywell vessel, (2) the torus suppression pool, (3) the biological shield, (4) the reactor pressure vessel, and (5) the reactor pedestal.
2.1 Reactor Building Model The methodology for developing the Reactor Building model consists of the following:
2.1.1 The reference drawings are reviewed and representative building cross sections are determined. Major structural walls and floors are identified for inclusion into the model. All reinforced concrete walls extending from floor to floor with adequate length to develop property are included. Walls with small openings infilled with block are considered continuous if it is judged that the block infill would transmit shear. Full height reinforced block walls two feet or more thick are also included. The modulus of elasticity for these walls is adjusted to reflect the lower stiffness of concrete block construction. Major floor and wall openings are identified and included in the model.
2.1.2 The weight of each main floor level is calculated, including the weight of concrete, steel framing, secondary walls, platforms, piping, equipment and miscellaneous dead and live loads. A total mass density is then determined by spreading the mass over the floor area.
L .-
f EQE ENGINEEANG SHEET NO. 7 JOB NO. 42103 JOB BOSTON EDISON PNPS BY d 'I DATE iY E CALC NO. 42103_ SUBJECT REACTOR BUILDING _ SEISMIC MODEL CHK'DgaOI DATE (,M73_
C-001 2.1.3 Finite element models of the walls between each main floor level are constructed using ANSYS PC/ Linear Revision 4.4A. Models are constructed between the following floor levels:
From Elevation To Elevation
- 17 '- 6 " 23'-0" 2 3 '-0" 51 '-0" 51 '-0" 74'-3" 74'-3" 91 '-3 "
91 '-3" 117'-0" ANSYS keypoints are used as input to generate the finite element mesh. The centroid, mass and mass moments of inertia of the primary walls are determined using ANSYS.
2.1.4 ANSYS models of each floor level are generated to calculate the centroid, and mass moments of inertia.
2.1.5 The floor and wall properties are combined to determine the net mass, centroid and mass moments of inertia.
2.1.6 The ANSYS wall models are used to determine 12 x 12 stiffness matrices to represent the stiffness between each floor level. The nodes at the top and bottom of the wall meshes are rigidly connected to nodes at the z-axis (reactor centerline). These nodes are then given unit displacements and rotations. Stiffness matrices are assembled using the reaction forces.
2.1.7 The drywell stabilizer insert lugs connect to the Reactor Building at El. 81.8' which is between floors. To model this connection a node is included between El. 74.25 and 91.25. This node is connected to the floors by beam elements representing the dry-well shield cross-section. The stiffness of this cross-section is then subtracted from the stiffness matrix of the element connect-ing the two floors.
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EQE ENGINEErdNG SHEET NO. Ir 42103 JOB BOSTON EDISON PNPS BY l DATE b V' 73 JOB NO.
CALC. NO, 42103 CUBJECT REACTOR BUILDING SEISMIC MODEL CHK'DffEd. DATE 4/fg3 c-ool 2.1.8 The superstructure above the operating floor consists of steel columns with exterior precast concrete panels. The panels are adequately connected to the columns to provide shear transfer.
The stiffness properties are determined based on a composite of the precast panels and the columns at the perimeter of the build-ing. This is represented in the model by an equivalent beam element. Beam element properties, centroid and mass moments of inertia are calculated by hand.
2.2 Drywell Shell The drywell shellis modeled as a series of cylindrical sections. The transition points are determined by the locations of changes in thick-ness. The base of the shell is anchored at elevation 9'-2" at the top of the concrete floor level inside the drywell.
The mass properties for the drywell are calculated based on the weight of the spherical or cylindrical sections. Because the rotational inertia's have negligible effect on the response of the model, they are not calculated.
2.3 Pedestal, Biological Shield and Reactor Vessel The stiffness properties of the biological shield, reactor vessel and reactor pedestal are taken from prior work by Bechtel and General Electric (Reference 9). Likewise, the stiffnesses of the star truss and stabilizer are taken from this documentation. The torsional stiffnesses for the star truss and stabilizer are estimated using the lateral (tangential) stiffness and mean radius between the connected structures.
The mass properties of the biological shield, reactor vessel and reactor pedestal are also taken from Reference 9. The mass of the reactor internals is condensed and lumped at the point of connection with the vessel. This simplification is considered acceptable because the high stiffness of the vessel will isolate it from effects of the internals. This is supported by examination of the original vessel spectra in Reference 13 which shows a single predorninant peak at the fundamental Reactor Building frequency.
EQE ENG!NEErdNG SHEET NO.
4 JOB NO 42103 JOB BOSTON EDISOfJ PNPS BY & DATE d 'O C ALC. NO. 42103 SUBJECT REACTOR BlllLDING SEISMIC MODEL CHK'D&M DATE $L C-001 2.4 Torus The torus structure is rigid, based on a review of drawings and References 11 and 12. It is modeled as four nodes around the circum-ference of the vessel and joined by rigid elements to the base mat center of mass. The mass properties of the torus are combined into the base mat mass properties.
3.0 ASSUMPTIONS The following assumptions are made for simplification purposes.
- 1. Full height shielding block walls are included in the model if they are two feet thick or more and judged to have adequate length to develop properly. Block walls less than two feet thick are not included based on the judgment that they will have insignificant effect on overall lateral stiffness.
- 2. All reinforced concrete walls extending from floor to floor with adequate length to develop properly are included.
- 3. The mass of walls which do not extend from floor to ceiling is in general lumped in with the mass of the supporting floor level.
- 4. The steel columns are neglected in the modeling of the stiffness ;
between floors, and their contribution to the mass moment of inertia is also neglected since the concrete walls and slabs are much stiffer than these columns. Allowance for column mass have been included.
- 5. The weights of major equipment have been estimated in Attach- i ment A and included separately in the mass estimation. )
Allowances for dead and live load for miscellaneous equipment, I piping, raceways, platforms, etc. are included based on judgment i I
of the concentration of these items at each floor level. This estimate ranges from 60 to 120 psf, except the Torus compartment 'l slab at El. -17.5' which is estimated at 30 psf.
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ECE ENGINEERING SHEET NO. /0 JOB NO. _ 42103_ JOB BOSTON EDISON PNPS _
By ._s/I A
DATE .5 ' V U 42103_ SUBJEC; C ALC. NO C-001 REACTOR BUILDING SEISMIC MODEL CHK'Dfdb DATE4/1M
- 6. An allowance for roof snow load or ponding load of 10 psf is included in the mass calculation for the reactor building roof at El.
164.5'.
- 7. The mass of the fuel pool water is assumed to be equally distributed to the north and south fuel pool walls.
- 8. The weight per area of steel framing for alllevels is based on a detailed estimate of the steel weight at the El. 23' slab. The weight for each floor level is estimated by reviewing the steel drawings and comparing the steel weight with the 23' level on a judgment basis. An allowance of 15% has been added to account for the weight of baseplates, connections, miscellaneous steel, stiffeners, etc.
- 9. Small openings (less than approximately 15' x 15') in the walls and slabs will not significantly affect overall stiffness, and are therefore neglected in the modeling.
- 10. Other assumptions are as noted in the body of the calculation.
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EQE ENGINEEMNG SHEET NO.
II i l
JOB NO.
42103 JOB BOSTON EDISON PNPS BY d'W DATE E U 73 CALC. NO. __42103_ SUBJECT REACTOR BUILDING SEISMIC MODEL CHK'DIhdld_. DATE 6/g[fJ_
C.:00~1 4.0 DRAWINGS USED FOR DESIGN INPUT The following drawings were used to obtain design input for the Reactor Bui' ding Model:
DWG. NO. REV. DWG NO. REV.
M11 E7 A23 7 M12 E8 A28 6 M13 E9 CIA-6 8 M14 E8 CI A-16-4 M15 E1 CIA 2-11 E2 M16 El CIA-7-6 M17 E3 CIA-1-8 M18 E6 M1 A48-4 Sh.2 E6 M19 E7 ( (M1 A) 1979-8-5 (GE Dwg. 232 M20 E1
-336-3)
M21 E4 M36-2-5 M22 E6 CIA-62-4 3 M23 E4 C-60 El C-61 E1 M24 E6 M25 E6 C-62 E2 M26 E4 C-63 Sh.1 E2 M27 E5 C-64 El A16 El C-65 E1 A17 El C-66 6 A20 e C-67 5 A21 e C-68 E2 A22 12 C-69 5
o ECE ENGINEERING j JOB NO. 42103 JOB BOSTON EDISON PNPS BY M DATE d' M S CALC. NO. 42103 SUBJECT. REACTOR BUILDING SEISMlC MODEL CHKD.G 4//
C-001 DATE 4//[JL.
4.0 DRAWINGS USED FOR DESIGN INPUT (CONT.)
DWG. NO. EFA DWG. NO. HELVa C-70 El C-152 E4 C-71 5 C-153 E5 C-72 10 C-156 El C-73 10 C-157 3 C-74 5 C-158 2 C-91 7 C-162 Sh.1/2 El C-94 5 C-177 5 C-95 3 C-184 El C-96 El C-185 E3 C-99 12 C-186 11 C-109 4 C-187 El C-112 6 C-188 E2 C-115 6 C-189 6 C-120 Sh.1 E2 C-367 E3 C-121 8 C-201 E1 C-122 7 C-205 4 C-130 El C-207 6 C-132 6 C-217 El C-134 E3 C-285 El C-136 El C-289 E3 C-138 7 C-299 E3 C-140 El C-300 El C-146 Sh.1 E3 C-148 E3 C-147 El C-149 13 C-151 8 C-190 E3 s
n 3 EQE ENGINEERING SHEET NO. O JOB NO. 42103 JOB BOSTON EDISON PNPS BY V'd#l DATE 5 i II CALC. NO.__42103_ SUBJECT REACTOR BUILDING SEISMIC MODEL CHK'D @[] / DATE _/,[f[f1 CT661 4.0 DRAWINGS USED FOR DESIGN INPUT (CONT.)
DWG. NO. REV.
C-191 E6 C-192 El C-194 E5 C-195 E3 C-196 El C-197 E2 C-198 E4 C-199 E4
EQE ENGINEEfaNG
!g' SHEET NO.
JOB NO 42103 jog BOSTON EDISON PNPS BY _._MW DATE d'y U CALC. NO. 42103 SUBJECT REACTOR BUILDING SEISMIC MODEL CHK'D8cO[ DATE fjh[3_.
C-ool
5.0 REFERENCES
- 1. Bechtel Study Z87-001, " Review of Seismic Separation Design Basis at Pilgrim Nuclear Power Station", April 1987, SUDDS/RF
- 87-760.
- 2. Boston Edison Specification C-86-ER-O-E5 " Design, Installation and Inspection of Hilti tGvik Bolt and Super Kwik-Bolt Concrete Anchors".
- 3. Boston Edison NEDWI 374, Revision 0, (Block Wall Procedure).
- 4. Winter & Nelson, " Design of Concrete Structures", 8th Edition.
- 5. ACI Building Code Requirements for Reinforced Concrete, ACI 318-89.
- 6. AISC Manual of Steel Construction,9th Edition.
- 7. Roark & Young, " Formulas for Stress and Strain", 5th Edition.
- 8. Boston Edison notes of project meeting,4-5-93, EQE File No.
42103-1-001.
9, Bechtel Calculation, " Seismic Analysis-Biological Shield", File No.
Vol. 79, Calc. No. 085-C1, Revision 0, 1-23-81.
- 10. Beer & Johnson, " Vector Mechanics for Engineers: Dynamics",
McGraw Hill, 2nd Edition.
- 11. Teledyne Report 5310-23, Revision 0 (10-7-82), " Pilgrim Torus Saddle Analysis", (Cart 5596, Frame 0814).
- 12. Teledyne Technical Report TR-5310-1, Rev. 2, " Mark l Containment Program, Plant-Unique Analysis Report of the Torus Suppression Chamber for Pilgrim Station-Unit 1", September 14,1984.
- 13. BECo Specification C-114-ER-Q-EO, " Specification for Seismic Response Spectra".
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EQE ENGINE ERING jf JOB NO. 42103 JOB BOSTON EDISON PNPS BY \/ M DATE l'T'O REACTOR BUILDING SEISMIC MODEL CHK'DIPuO_I_ DATE 6///f 2_,
CALC. NO. ~42103_ SUBJECT .
C:001
5.0 REFERENCES
(CONTINUED)
- 14. AISC Manual of Steel Construction,8th Edition.
- 15. Gaylord & Gaylord, " Structural Engineering Handbook", McGraw Hill,1968.
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m EQE ENGINEEMNG SHEET NO. 25 JOB NO. 8%/0 3 JOB 0 0 3 roN C4/$vd /WAS BY j R / DATE '/ 74 -11 CALC. NO, .tl 1.10 3 SUBJECT M d(70'E OU0'AS" UEI'd ##OdL CHK'DNES]$'. DATE&l4l C-00)
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EQE ENGINEERNG SHEET NO, 7C JOB NO. N/YM_ JOB OM/ dd N/5#d /W#J
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BY t/ W DATE M S3' CALC. No. SUBJECT PE.LC r0 E 60lLO/^W JE/3'f/C MdEL- CHK'D&[__. DATE &l4,/N2-42/03 - C -00) h, 2- FL O O/2 11/El & N TS_
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MISC, foundicirtidS s :,tJtCu) WILLS (RSn) 30 l
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w EQE ENGNEERING SHEET NO. 27 JOB No $$!03 JOB 00W0d__Er.)/5]A l'/ff.3 gy JW oggg 4R 93 Chi.C NO. $$lk SUBJECT .014C[tg._4 LQ6,_SE/Sff fC,._f))dE L- CHK'D&Sf_ DATE&l4lC (*001 f.2 -
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EQE ENGINEERING SHEET NO. 28 JOB NO. SE/83 JOB _ 685/8# E8/58A/ #N/S BY M DATE 4 @ f3 CALC NO. M2/01*_. SUBJECT #6d_CZv4 d u/Ld/'$ Self8 6 Nadil CHK'D46$O/d DATE6[_f[ C-001 (s. 7, fLdest 'NK/GA/TS (CON 7'D) h/E /CHT gr LL. 23' JC f 6Crt>/l OL D(r , J)VX 64'l S4i 3/J. El , /ff, M-/G
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= JGS li S f t. 6F (? T 13f) { ($2.3)[199 5) +(M 5)(tz) v (Iz)(4M)]
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f. EOE ENGINEERING SHEET NO. II JOB NO 'llIO3 JOB 00370U E0/%Y O'YES BY dlh'l DATE 4'20*03 CALC. NO. 42/03-C - 001 SUBJECT _8fACIM du'Lffdh .5f/,$dic A1/441 CHKDddIfI _ DATE/ s[J .T (r,2 fl. ode W E tc N r3 [ L od r'a ) 147 87* El . 23' /2.G. AUd dai [C04'T'P) ( 7FA kips A v>t, 9tdNr //76 gog u x 5 fATTKul A) (2)(47)
= 94 Acip 5 7L2, 74 N d [95) = 95 C A US r/C 37Jt2. 74* MA: u [30) = 30 b l. //J'/d6 AM) [(/ v'IP, l 257: 20 PSF ( 10)( 7213 f r >>
= 553 l i
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f 0E ENGINEEf4NG SHEEl NO. 30 JOB NO. 4 E/03 _ JOB 8/570/t/ dd/ SON #NAf BY N/MY L' ATE Y O C ALC. NO. Y2/ 03 ~ SUBJECT _/2LiC@ tid /COMM 56/S$/C Md(L CHK' DMO,b OATE6 .3 C-00/ 4, L FLOC /?. WE16/~l T3 fl0dT'0) ivtical AT EL. 25 (ks/Icnt Blan) JEL JM, El //+7, ni-Jb bilt uw 57 &2 (Mi C -/3Z ) , EST/,n/4T75 F/?ON 5 7D Jl Li A45 ha doust6 &u utrs, no, LG, WT/f7 TuntL[ly.) No. I6 14lFr Ton]L (WS)
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I 13 99 12% 7 I 9*7 I08 399L.
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0] 140 5510 2- 9 93 794 I 31 19 0 lito f M 230 9200 I 4b IJ 2 711:- l 97 230 $ s*I o l M 2/o 92yo 1 3'7 375 13 775 2- 40 172 13740 l 74 300 22 200 2 97 /72 13/47 I ( VJ _ 3V4 I 57 I12 43b y 2/,4,901, I 40 /7 ? /, 00 1 # /77- 77/Z ! I qq (zio r 41) 117 9 7 70 Tr1L hir. \ l 32 (/10+vu 8773 = (zb6,90 t)(z) = 5 3 4. K !
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ECE ENGINEERING SHEET NO _ b JOB NO. IElO3 JOB __.Ollf80l_/ .0.llSd/ /'//MI BY _.dN DATE '/ ~If "/5 CALC. NC YE!ON'_ SUBJECT PQCC/2 ButLO//l/h_. Sff5Af/C MOGEl- CHK'02;'Q1l' DATE blG j$.S. C-001 L2 ll&@ Edl.G!?3 (M^'I'A ) histc.Hr nr LL, 25' (coni') o ITEM kiPJ Jua (MG 2 '- t " Dr. t 4'l 2' Deck (I44/O FT 2) 541 t/t& Z.4'TK) (2. cl}((l37,0)'-(Ti (97,25)*)]615) = SI 1 f>
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=
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= I&
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=
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=
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= 2S~
s us rornL. 4.343
ECE ENGINEEMNG SHEET NO. 32 JOB No. M03._ __ JOB __l83TA1_E4/St/N/ Pe#3 BY dM'l DATE Y ll ~ N CALC, NO.quC3
- SUBJECTAfACUL 2 N_M/R& JE/3 Mil N Oddl CHK'D20);I_. DATE &l4f'3_.
C-ODI
$,3 fLOO/' WEl(aNf3 (CONT'$)
h/T; sli~ EL. 23' (CONT'O) ITEAA kip 3 C -I L1 ftpE 507; STEd(_ (ESj~ /5') = IS CRO 572<, (I)(30,%){l3J){l2) = 4 '] St.46 ( 5) (4,6) (27) (,15) = 10 iv4cc (I) (18,5)(%) (, ll- ) = '1% ! Cno Mcy 't (145)(.765) f 4T//kW,4) = ll 4 JcAdM DISCW. Vol T/V}cs e S N/LCD/d V (2)(4 C : 90
=
Cv VI/10M, fjVCLalUAL} bl6 { l)(Zo) 29
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- 288 I/2 STYL L /Al/C/LICL COLUNNE 46tVf E-l,23':
041 /(. COL 'h 1 5 " f4 > 'l2 YO Si?2VCf 5ff}4 5 61%
/tgrnL 0xcx =
bl 3 0tl 7df//l, (/hA' V//t/S SNT) = d393 TDi>\L = 9 I 7S* i
EQE ENGINEEMNG SHEET NO. U JOB NO. Afl03 JOB 00578'/ E 43/I04 A'V88 BY L/W DATE O24 - Q_ CALC. NO. // ZIO3 ~ SUBJECT < DICTO #- 8v/LI)/*'6 JE/54/C MOffL CHK'D8aOI__ DATE 6 3_ C-ool d.*L [LOCA h/f/6//rslC9AT'J)_ id L / C,// T 4 r L L . S / ' J KA~ d //. 22- fff. C-& 4, C-b 5, (-154 37YEt WLid //7, A7- E L. 23 ', STELL l^/7l4pg4 = bl4 144/0 47* 4 3 l'$f*
/?tf. C - lJ9 fon. S TCEL Ar S/ ', ,9ssuMd 36 /SP fnoM J T7 bl AND QO P5f f/20d P TD L.
nmt. wr. sirst = (3 6) (39,2s) (139.s> = 172 " (30)[(/05. 2s)(I 31.r)-(n'(30. 9) *] = 'Ib 7
- STEL L Tb77)L = b39
(IG U,1 F 1 3) 14TPili7lCOECK"(5USlH)((/3],[] - If (3 0i l)I} ; 2 ' 32 "
/ TEhl KIAJ STMVcr 57xtL : &?i
/4C 71)L CELK =
82 CONC, SGs8 ' fl% " PLUS DECd(fil){l 9 ) (34s 3 ) (/315 t/,C' +/5,3) (:/5) l361
=
-to" SLAG (JR) {l.0) (19.r) ( 6 t) (.15) lI)
=
$ 1 (," ' u)6 (J-H) (2. 0)(3 4,3 (24)(.15)
, 261
= q$
C o" SLAG (J-H) (.5) (17) (34) (o lS) 5 n 7, P ni M (l. 4 )(9 3 -l. 0 ) (23.3 - I 0) (.15)
= 595 S LAB - Lt'Afno), A//tui , A.s s VMS,. g V6 , = 2 ,0 ' TI< l
=
(2.0) (llbi3 -le 0)(108 3) ~ U1)[30,9Y-(j4) (.15) 2568
'No^l-)/JE42 " thiLL3 460VC S*/ ' '
'IZY 9 L/A/C Ud LL (16 ) (191,5- 12 *3) (74. 3 - ).4 ~ 5/)( 1%) (.5) lG 1 llL M 57At/L W4LL. (u ') ) (23. 3) (2. l.9) (o I2) (, T) -
~
2l
~' =
IN:7. SIJOf ( .*l) ( V){23.3) fl3. to , O ~ Sll. I2-) 12 {. () (23,4) [L B.9) (.lG) = 51
/NSI'< J f:/r/)
=
'l2. % K LL \f41stl WALL (, 'l) (25) f'2l. 9) (. I2) (. 5) 23 Nyx. SI/LF.u) id,fLL3 (EST,~l25") =
l2 5 sv6 TornL 6/12
EQE ENGINEEMNG SHEET NO. N JOB NO. //1103 3ag 84570N da/ Son AN/J By JtA'l DATE y 24 i3 CALC. NO. 4El 03 SUBJECT 1!EAC70l- Bt/tiAtn'6- SEtD'1/C ^'Ie4LL CHK'OG& 1/' DATE &lsl31 C-C701 4.2 FloottJa/Grirs(ca.tr'a) h/litG Hi~ AT7~ E L. SI' I7&1 Kl?S VL of NdrJ SNLAil W/lL,(3 UA / W 5l ' :
- 9/96 W4 Y :
}$
- L LL VdiWL =
36
=
b Ol' 57CL L. Cat tisaiyJ 4arvE Y GC LGis) [GsT 80') = 10 ll2 GF H Lidi. W4LL : (46*vE GI ')
=
(. 7) ( 5) (lo -Si) [137,5 + 20) (> IL) 199-f41771Lil f/) ( 2)('7) l(J Ji% 7 FILif4 Ms.SfA 6LV
= 24 7, a. s us/Lv fvv5 { SJ (8)
=
cu incxwyn na. r>xm (1) (n) 11 cy cKcta u r, cy cn. (3)(S) = z+ cy = NON-/l/E66d NT" ( TCH . ( L) f5) 10 t% str: (x2cyg, Y zoys) (z)(9s) : 190 DL Pipity& Aiya Edu'ip, : EC7 70 LSS //r* 7 /G V G/ FT :
/3/7 t115, OL. E S r. 20 L35 (FT * * / t 't b i : 9 z.9
=
3va TorryL (904stious SN.) (,1 <j2
=
TornL 1'f 50 5 8 & r .sL 4 8 nr EL. 6 %o' ~ /%55 OEm/TY f-dC fidNS /M/ VT.' NfdA (FACM K[yfoid7 LOG;T//NS): ly]3,5 ff L K WT. bl46 = {),1')(IV73,5fp)(,/5): 307 OLeLL = (,o 90 Hsf)f/47.?,5) =_ 5? Il1 E
/4455 OEAS/TY = N8 - 5.Sil 110' K- SLL ' l (I473 FT')(32 2 FThtc$l.4rf) fT" l
r ECE ENGINEFiaNG SHEET NO. 3I JOB NO. $$12 3 JOB O#IT6/1/ 84/5/A! /NN BY -_L/W DATE 'l~#P/I CALC. NO. y z/ v3 Sus)ECT ^YSI/24 /pg/LO,rd(c 5 @ f/C M/dEG C-o ol CHKDd%)I_ DATE6[5[/ f. 4,2. f tddi wet &473 flOVI'd ) NE/6Hr or EL , 9f '- 3 JE4 .5H, 23 g/] C - h b, C- {,f, C - 13(, I TED) KtAG Ort 2VCr: ,TECL. IML 30 P3/~ v OECK (53f) = .35 MP (ss){(131,1)(tos,3) - Crr)(23.9)* -(t g>Q = = 939 u5 c-i sc, J
.z Q$* SL46 Nt@f di~ N) ' } ' O TK + L)EL K = t/!i l 2 ' TM
=
54 t,9 f r ' (/.2.)[(4 f.0)(I37,5) - (M) ') (.15) = 1011 SLA6 SournofM (4SJ:M14 3'Tx i1V6.) 43ll rr* ( 3,o) { (5$,3)(139,5) - (IT)(/7,3)'.](,15) : 25'}0 Y2 Of /1/0N' JN(412." 4/A LLJ tiLLD'Al [L, 'l Q$} H
=
llt. ' 2 L INE W, j t.L l(17 V2
- S(hit HALL : 2i Y2/ ( (f L/A 70,2. --
23 Yr. of " Mod- 3NE9/2. IJ4LLS 480VL 8L. 74 ' -]" :
,
- FA N stA $ (,9){$1)($9,G-fq,3)(,jl)(,5) 51 13,5 H
~ [LEVAT0/2 (,1)( 2 5) (l5,3,)(. l'L)(,5 ) f(s
-fad h1 314 (.7)(144,7)(/5 3)(,12.) (,5) ~
- 93
- Hr t scu, Waus (l.o) (36,8)(Is 3) (,12)( 7) -
ys
- 9 trat (I,o) (3,'t) (l5,5) (,li) (,5) : g
- tur. 9 LINE (lG{ll)(IS,3)(,I2) (,5) : l5 37
( z.0) (c) (13,3) (a t z) (,1) - 9 vl Lt.o ) (5) (15.3) (, It > (, s ) 5 ; fitz ntAtts (2.o ) ( 4 ) (g) (Iz) = g
=
b (2)(1,0)(3)(8) (,I2) to 807. FUL L ('00L. GL46 ffp)(30, f)(Ya.7) (, I I') ]3}
= SSN swa TDinL I
1
EQE ENGINEEMNG SHEET NO. 36 JOB NO. fl / 0 3 JOB /30 STdA/ EP/JdA/ //V/J BY r/# DATE Y-25'f3 CALC. NO. 92103 - SUBJECT Af4Cf8/2- 8v/co/N6 df/.54)/C. A/OdLI.- CHKDMlb._ DATE 4 b. C-ool
$.2 flue /L VMIG&f73 (coa /T'D) 4/r dr st.. 7 y '- 3 " cotro
/TDA KIPS
- /3 FutL fodL DEA /M. (T-Zov) (4TrnCH 4)
=
FULL PedL NT. L YC H, (2)(4) $ fufL CASK ( Nor G'KE0 - JE4 GTrnli/. A) Ft/[L (200L WATTJ2 - LUM / k//17/ Nf LL3
=
CM POWOE >' UNITJ (TZIb4,72/GB) (L)[ 4) /$ bL P/PINcr ANO CGv/P. ( E ST Bo LS5fff2 ) f.P. //124} 10;110 FT' (30 AJF) { l137,5)(/05 27) - (IT) {23.3)* -(14)*-(52.6 94.5) = 314 MISL, dL fE37. 20 L35/ff ') (20 Psf) ( 10,170) = 203 DL PIP /A!&
- Edu/P BELOW ft)EL /CIL 4/180 A 5.50ME [90 /3f) (52,bk46,5) = 93
'lz OF GTEEL C O LV+1rVS N60Vic 1 alleul flW So ") 30 SUB 70/71L (/ CAW $US .1N7)
- 555}
TorilL &L. 7y ' 3 (LiCL, fui L Att)V
=
fult /2nces ) 6191 fucL 12nce (Arrnca. 4 ) (2.5 Ksf) (30.s)(10.4) 308)
~
EQE ENGINEE2NG SHEET NO. 37 JOB NO. _$lIO 3 JOB BfSTor) E blJost /W/3 gy Suf 9g39 y.2; q3 CALC NO. A IO3 SUBJECT _[fff* og _ GU/Ld/A6 / SE/5M/C iWa[L- CHK'D$&j DATE Nh,h]3
&.2 Floc /2 WL/GHrs {c os/I'd) idEK.H T 4T EL , 1/ '- 3 " JEL 3//. 24 , flea C-&7, C dl, C lo9, C -/ Y/
/TEAA k /D.S
.D7vcr srELL t OLCff - L/sl 25 PSF C VE/2 l0, / 70 f7 *
=
l9.75 [25 PSF ) (/0,17o fr') 25t/ -19,9 - ,25 ( 97y9 pr) Q 3L46 t#, l'JL46 j'155 ( .l5) {l. 2 ) { (/39, o ) (10 V. S ) -(19f - (n )(2 y,9) * -(50,4 )(49, &)] : - 15.6 DPY
- su, SL46 (l. 7) ( 21)(93,1) (.15) ='
lGb f~i3 2' SE Condi'2 Sud 3i G" 35 CortNet 3 tid (l.0)(21,1)(10)(.15) (t,s) (2 3) {l2 ) (, I5)
=
=
97 loq
'/z of "NeN - J All,q/z" h/A LL S BELOW 'jj '-3 " :
- FAN 12M, S (57 ') S7
=
- EL cvnro/L (16 % /to FAN nAi 38 if (43 )k = qs
=
-/Jr o ra. 4/4 tts (34') 3G
=
'9 LINC (31') 31
'h of N04- 6 Nd4f! hisfLLS //00Yl 9/ '- 3' a' i :
- 5His Lt) fl,5)(7. $ ) {10 2,3 - 41,3) (,15)(.5) IO llY 4" (,7)(76) (ll3,3 - fl.3}(.12-)(i5 )
- 23
- (LE VA r0ft
= 59
- fad nd {. *1) (& 4) (2 L) (. I2)(. C)
WA LL G A00 VC 9 ) '- J ,'
= 23
.s, s toc (2) ((,o)(7) (11) f / 5)
'b of Sitt L cocunas Asovt t &ctoid (Esr. Iz <> =
l2 l sua TornL = 27'l3 i l i l 1
EQE ENGINEEidNG SHEET NO. 88 JOB NO. 42/03 JOB 805ICA/ 82/5d'Y /A'/J ._ BY e /lN DATE V ' 2/' 'f 5 C ALC. NO. .Y 2/M~.__ SUBJECT #/4oTvA 8V/L4/NG f4/SW/C N#dfL CHK'DMglg_ DATE 4 2b_ 7 C-0of 42 5L0012 WE/GH'T.S l'COM7'O) h/r iW ELkl_'-3" (CONfb)
/ TEM KIPS J8. LloviO CONTt:0L T7j/VK /T205) [Ar/gtti. og) = 47 C W Sullc*E TANKS ( 720!/], T2018 ) b {2h)
- lZ NCid ,fvEl SiMI6L [J4 y' Co v&2CD d Y G E N . 11/2 fA OLo LL)
Of/Y, 4 3LP, 3T112 900L f[r4PTV Dulltidr OPE /24T'/UNS) = 0 DL P)Pid(, AiVD Edu'!PMdNT l' fS T. 40 /st) Y 'I'I5 f1 ' ( ?O /SF) f( 9,7 49 FT'.) ~ (27)(92.3) ~)
=
507 f 541 .30 P3F anEA BELOW D/l1
- 5FA SnitA(,L foot)
(30 /Sf) (2 7){y 7,3 ) = 39 11lbC 8 L fLSj~ 20 fSf) (20 frF)(Silys'FT') = 1b9 s ud TOTML (A2E VioVS Jur) = 27'l3 TOTR L. 3517
ECE ENGINEER lNG SHEET NO. 37 JOB NO, $ LIO3 JOB S0570// EDISON /WAS gy QW DATE U'/I'?i_
~ f[AC70fl 80/LQ/N6 Jft$isjic AfggLL' CALC. NO 421 SUBJECT CHK'DC00N_ DATE6,l4l]3
/
b* 2 0 00/2 (4f/d//73 fC0h 7'O) IV/C//T 47 EL. l)) '-o " 5tL 0N, 25 , /?ff C -69, ( .7 0, (.;y o
-INCLVOE .5] eel. 4 h'0 A/2E[437 H4LLS 4 & O V'E ll } '- 0
/ TEA 4 kips
.ST72vtr. 31rEL + OlCl< - MSE 2.5 PS/* (INCLVOLS COLu&'s $2 LOU / ll7')
103 i Il s'- q ( 2 7 PSF ) ( 10,179 fi ') 254
%"Dax 3t,y3 Nr:
ll469 Fr* ( I . 5) { (/ y?,5) { /C y. 3) - (19)(l1) - (TT)(21. 5) L(yo, ct)(30,5 )
- 2510
~ ('/3,t)( U) } (. IS)
JihELD /Lutr$ [Pff, C-17 7) (lo.0) ( Tr)(21. S ) * (. I 5) IB 01
'l2 O f" "N9N-S//[4,2*' lM LL6 Odl.O kJ l}}C"l
- S/4/C Lb (lo N ) ~~
l0
- C LCVAT00 ( l 3 ) : }$
~ FAN d'b'1 f 5'j") :
51
~ CUCL Ji?An(,C Vi W L T {l.0) f29,3)fl3,4)(, SJ, if) 24
-Il1 EL G V4 70A WALLS
- SL AG (,1)(LS)(Ib)(,/2) ~~
34 b ( . 3) (lo) (I L) (,1 S ) : S l'EFVE L. /dl, ct24NL [4rr4Cil, /)) = 40 OL //P/N& 9 f.QV/s)offsv7 fEST. I'O f f5f) [//0 /Jp) [// Y6 S // ) 2 # 159 Hibl DLo fEST, 20 PJF ) (50 PSF)(//clC$f7I) 229 V/- //7 fa(C457 IJ4 Lcs BAT //7' 4dO /9f'l
=
(,5)(. 7)[(lif,2)(t) + (105,3)D)][Iti-// 7)(. !5) 5/ 4 h h/r fasc 43r COubtx1 JLT< l17 ' 4No ! YJ':
- cow 92 (f57 1577 ') C 5)(+)[22/(15)(IT) = I26
=
toru. (Ltr 5 FT ') (, 5){ll)(z t)(s) (. /5) IG 7 sva Tora L = 5332-
.- = , . . . - -
FOE f NGINElfaNG SHEET NO- YO JOB NO. _9LI9) JOB._ 003foY FUE hl S/V f5 BY __u bW DATE 4*El*YS CALC. NODI 03 SUBJECTEdKL4LLdLLALNG :)RSd/C AUKL CHV'D$0h. DATE4ll$3 C-00/ 0'2 flaDa-!?E'$$[Lh0NL'O.] IJ 7- 47 L L. ,
/ / 7 '- o f C O A/ 7 'O) lNC, 6f Isfo f0A
'It %7. OrKJ't cat.'s aEr, //7 nivs / ys(QMNBf//NlS ':
' 29 W lt0 (,5)(It)(llo)(/t/r- //4,6) (f.tr) = 25 j
-/7 W' 46 (, S)(10) (la s) (ig,c/)(l.15) '
Il l 1 SVG Ton)L (ppEttto us Slit)
- 5132 TOTAL /h'C L , HTo 460 VL O . //7'-v" SS C1 W7 h/ftts ,96cvl ll 7 i c " = Sly
/ W.:d r Cotu+vV5 [126*/4 ) = 2'14 STEEL COLVM'V5 (2S r il) 36
$4Y*
TOT))G lar, 61ctypidc, tr75Ms
//6# 14 / /7 '. p
- 5"]f f y W : 50 2V M 1
i
ECE ENGINEERING SHEET NO. M/ JOB NO. M/93 JOB 0#5T## Ed/38^l ###5 BY ,.i b'f DATE 'l-?l- ? L C ALC. NO. 9 ?/03 - SUBJECT _(( A C 702 BUILD /d6' JE/Jef/C Afid[L CHKDISd!)t'_' DATE $?l4/ 3 C 001 U~ FL O2tt. 6l'f 1 /_[r H 73 [Co^/7's) Wil C W7 97 O. l 95'~ 0 " ( TOP O/= CA4^/L AAIL)
/?/ /' ' A- : $, [-l 30, C / T6, C 'l37 C ~/5 f No rf //v CbE4 SL C4 LC ulffEp SjTil WLI6//T5 /JY / 5s'n Ib 4(cattn/7 (140 C O N M L C 7/CA/3 , (> UJ3[r3, flA/K$, &,rl,
/ TEN 1 A //J Yz Wr. A1Ec45r d CLnV) Iq f '
25'N (,5) (. 5) f(/3'f,5)(L) t (/05.3)(L)) ()fS ~ Ill) (. /5) = 5/4 YL h/T l'ALCA G 7 CO LVMJ dfled /QS'
=
~cotNEA ( EJr. JS 571 ) (. 5)(4)(2 2)(15)(.15) 12G yop ~ INTMetCo/4rl ( f ST. 5 FT') ( 5)(IL){D)(5) (./5)
= lb8 il a lb b 'O 'I[ VL H T. J't?E[45/~ CO LU/uld3 A0lV[ lY5' 2l 'id (5)ff)fl(*G.0-lYS){T)(,iS) : 95
(.s)(16) ( 21)(5) (,Is) = 126 V2 WT. .5TELL ColuftA/J L ELobl I4S' 1
=
- 2<l W ll9 (,5) (/9)(/10) (195- llt.(,) (l,Is') 25
- 12 tf G S~ (.5) (Io) (t,5) (Lt . 9) ( l. t s) ;
ll TOP I/z pyy, 3yxgg ggcy ,gg,yz /yfs I (a 5) (/ 9-){//o ) fli9. 7 - I 4 S) (). /3 ) l] (. s) (il) (s s) 01.s>(1,is3 = 73 C .<Aa/L KtliL 3 ((37. y)0 L6J,lff) (2) (470) (13'1. 5)(11Y) ISI
- 252 6/2/d6C CR4NE o TWOLL1 f/ITT/IC//. /l)
Yz. HT PALC457 NALL MNEL3 AdoVE lys ' (,5) [* 5) { [l>f.T)(2.) t (lo s.3[2A] (llvb,0 - / 95)(o /5) 386 TUTML INCL. t3Rio&L C/7ANE : l 9 'l 4 2 52. 71771L EYCL /S/2 told (129N G jf, f 2
EQE ENGINEERING SHEET NO. N JOB No. 'lEIO 3 JOB _B05704 Ed/ Cow M DJ BY _d b W DATE 4 W 93 CALC, NO. 'l2/03 SUBJECT KEd_CBA GutL_QEi;t&- JEISN/C Moo [L- CHKD$0$_. DATE 6lf. A,3-C - D O/ b* O _flo0L (NE/GyrS (cy)T'D } JgGGj/r 1r iC L. /6 9 '- & " ('av6. LLEV, of* /200f)
/lEF, A-Z5, GIbo, C -tsb, C -/5 7, c-/s1 DOTE: IA'cas/TK C4L C. Srf2L WT3 A 'l /57o 70 4CC0VM7 P9A c oiv/v,CCrfid S, 6(/JJ LT, PM725, ETC.
/ 77EN1 KIPJ U. hir of //?G.& ist W6Ll,5 EL. lb d.0 rd / YS ' .' J8b
=
'It. MY $4[C457 CD L U NNS AdoVE If5' 95 b = 12 f, b hir. Srf4L C Qt. U M 4'$ 460V[ l9f' ? l9 b = 73 fl sof Occg < Rooi~tnS 41systE
- I 2. A5f
[141,5) [197 3)(.0/2) = l82-Roor BEAM 3 (71) (2 7) (Z3.3) [ 1,lf) : 59 b [ 8) ( 9T)(26.3)(l.tr) il y,s iowKit Criona ans (11) ( 7't)( 2 3. 5) (I, tf) = 25
= 2.
,_.h ( t) ((12)(23.3) (l.151 L3 .' [9) (79)(zt.,1) (1 1r3 = 17
= 2 (I) (4t) (2l,,3)('),1 Y )
=
(15) (4M)(23,3)(I. is ) 19 b (3) (h) (23.5) (t a i r ) = 3 3i)'97.5 )(35,I) (I, Is ) = LI Lowir cHeno sacs.
\lfer anccr, 1) (4,9)(2)(I4,1)(),15) I
=
Tnviscs (c sr; 19.1< ca.) (5)(/ y,i) 7I t?oor JNous cono - assmE non,~u t, snow tono Ano/ DA PoNold&- tono Equal rp /0 e'.S F ( covias noty, t " 09. PoNoiNG Lono)
= 152 (141,5)(107 3)(,010) 7073L = l300
ECE ENGINEER <!NG SHEEI NO. b JOB NO _f 2/0 3 JOB 883T8N 50/SPN O##8 BY dSI DATE '/' 25 'i 5 CALC. NO. '/ Z/ 8 3 SUBJECT _dfACB'E OF/0d/'M SE/M/C N6 DEL CHK'Df(2.1_. DATE0f/ d _ C-OUl (o,3 0 UILa /N& /Ni3(E L OL4r/0,1/5 THE diacros. BUILD /N& /5 G ENidA LL Y /S QL A TE*) f/20M 7NL Adhfcfar du/LO /NSS (Tviu3/dd s /24aH457C AND D/ESE L frGNA.t470tt) 6y E y94NC/04 JO INT $, Bs13/a Ott/ 14 /!EVIEW Of 1)AAth/Afr$ AND /(Ef*, )
/r IS CoNCluado 1H4r 71/ 2. EffdN3/0N JOINT.5 ,4/2L 40Llit/ dix. 70 l'fEVEd7 JEISM/C CC'/PL/^)(r $f Tidd $ Ullo/dS S , 17* / 3 4LSO ( 0NC L(/ DCD TH47 71/E /Nffd/;,1(4 L O(4f/dN T hl/lL //A Vd NE &lllsidLf K/ki$li
~
GN 71/ 6 REACrot 60/ L D/N6- fliddl. . lJU WL VEL , 30Ap[ /4//75V,tCd L dt g ridNJ A LLotJ TA NNfM/ CS//N 05 l/fATICAL /= daces out To 742 KES C n'tL &lA LLS //IOV/D/dfr VEL T/ C A L S U// car FJi2 J77)EL fAANIlMG - 70 4 C C 0 t/NT PC/L 71/f5 EF/:sCT", CA LC Ut4TC 746
/4 A s s CosV12!//S yftgit/ CF livrg tfA CE f/2/jM/NG (d VELS //NJ /NCLydd
//1/ tidsqC rs/L /3UrL O/Ncr F L o dd. sy) A S S, TNL feLG b Wt NG- /NTEL EdCE ld VE LS /tfNY' CONT?:t 60 Tl*
Pf A 35 HNjcN JHOUl.a 6t* /McLuada /H TNL. stfs)Cf//l ,d y/ Wriy6-TfA53 C A L C U t.d T/ CAO I
/E A Avx, 84 v' /200f (E L, 50 ' r )
TUA&lNL 8 La6, E L , 51 '-0 " Tu/26/NE '40 Y , d4 Y " l20d/= EL. 22'0" Adau4 sri e opf E L 5/ '-o ALL O rNEA /Nfttpd CL AAEftj (3 0c4 43 7 ygd/dC GLO6, CL'1 L3,0' selva 3 7', P40kl,U/L E L. 3 7 ') ///?VL /NstGN/Ftc tdr M453 C0d7RidV7/0N flND /UL GLIGtGL4 LFfi:CT, 774 4 md $s df TN652 f/;'d,l$ /3 C 04.5 /46 AAA) COVE 4CO B )/ 71/ 4 />[rff L o A O ()a01,yjivcts J F/(<V/L@ IN' A7 Th'& floc /L LE VEL S , l 1 j
EQE ENGINEEraNG SHEET NO. #N JOB NO. __'l bl0 3 JOB /fGST/N [DIJ0Al /h/A3 gy JLW _ DATE 'IB R CALC. NO 'I?l03 SUBJECT /ZCAcro/L 6 V/ t-D/^/l' SE/SM/C Ml/ DEL CHVD200H__ DATE 6/$,1h.L C 00/
$,3 AUiLOIN(v /d/%/!TA CC l0G47/01/S (CodT'O)
INT, CUdIYl8Uildd ~ d,8, //t/f, 04 / Roff f'(( 50'$) !fff. C '/ nib) A S 0(JNM Gd7ti:( /200f kil* A.1/0 V2 CtY //ff C45f" faiVE L
!/Al b hli", /S 0/C TJ:/3 0 i G TU /2, 8, k L, 5/' .5Lyd, 85 SugE .5 Ttt.z. pLr /2 /MF (/Mc t . COL u.nac) f DECK dl = 5 P5/
~~ PJOf/NG pl: ls PSG So 3
-t y NdO1d C SNont LL : lo f]f :
qq f, PtP/Mr, Conaurr DL = l0 f55 tf3 Psf 0 00/: LO4D =f,0 '/3 Kif) f'/1.1) 3 f,5) ; 2$l" Y:./Mtcast D4v4Lb fSH, 23 ) l40
'/ L 7
- Ton /L 70
/2, J. E L. 51,o '
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& S( 0 7 RCD CGanC C THN iMS U5f) (J)/T// A4' d /Ps941/t.d JetNT. 7'N/J Aa:it L wiu. 4Lu:0 suss TD 64 7M/dhy/ /772) 73 NJd AE4 cit'.! JUilJM/6 ONLY / A' 77/ L Vf.:f?:,jL O/AECr/fA/ ///vd 70 St/A1E 4 //EA'7~ {df/4,M/N(.c 014 64*sli4 37/f*fhfM) //V 7NE
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EQE ENGINEERING SHEET NO. _f5 JOBNo .$$121 JOB._ 0057fA E0/5/N /WAS BY NW DATE ??Is:$5_ CALC. NO NZl03 SUBJECT _/f4([Gil _0h'/M/Ak 54/SM/C hoGG L CHKD$ill/k_ DATE p 6hl - l-00/ b' bD.OQ /NiNQf(_[0f_fr,tg, W T'O) HT. cowraisvriog - 7ea.siac *gvy -Os y asof n i . B t'-o" (ngA c - 2 75) A6 SUME 'l A: T>/f d(AM S/%1/ BE Md41/ N*5 l/d[S (OnrAIB t/IT:~C MAS 5 ,q /~~ &L. f Z. ' . /?5 5 0'Md 'lt d/: Tyts A fC3
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pl. 3 . I, r, pt,1 A S.5 UMf5 SIT:_L L aG: /O P5f DELK' bL= 5 l'5f
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/>]/5C , pl 9 LL ' 20 PSG 51 PSF W ' [.051 K!f) fB.,$)[ 20.8 } {. T) = l'l (A, W SiOL)
NC = f,05/ VSf) f/39.5)(32,1 f, T) = ll9 ( f,8, 5/04) 7~ornL = ISI coNinicurtta n u . 79 ' 3" = (,7)(I 31) : W To (L 7/'-3" ' (,5)().31)=0 l'r CONrt?jgurtid -_ A40tysis7Z' $05/* EC . S I '- o " (,']Ef, C- /%) 000f COMNLcTJ NMIN Of l<, (2 LINC, A :> S vMC CONrytsfart/N ($ '/t if 6f 4A .5/ilty' (4t'//. 2/'), I/54 .f4ML Lod o/N(r AS /)DeVC fgj /Sf,) W, = ('d/ 5I K V){ 21 )(* 5) (7'fr o ) = ll 2' CGNTA/0V7/pH 70 R,6 [L . 51, 0 '
EQE' ENGINEERING SHEET NO. Yb 8 v570e/ E 4/Svd # # #J sy , /ctf DATE 4"25*75 JOB NO. 42/03 JOB CALC. NO. 'IYIUd . SUBJECT RfA c idit 8VILO/& JE/SMIC NeaE L_. _ CHK'D$10N_ DATE b $1 l*-0 01 6,4 ANSV3 /h/PUr /d/*0/'n) A7/dt/ CONS 77]Nr.5 - UN/Tf' oUSE /= D ,~.7' , W/93 , SELONas CONC /2dTC {c = VOCO PSI (Aff, ! 7NBLE 7,3)
= (9 K3C)[lM h?lfr3); 3]b KSF dl0 CK MILLS - l'2/ 5 5 CN % tispr/o= 0,2 SC* Md/3ULV3 d'f /E' CAST / C / TY /Eff. 3 Of /Hg30,w2 / = /000 f'y = 1. 351to 3 KSt s P7 Ec = (/. 5n / 03 tc5L)(/yy W-/p,2): ),9 yy/05KSp OLOCK l4/A LL OENSITY 453UMA = lf0 fCF
" " M4SS DENS tiy = (. I20 )</frb) _ - 3,7 3 110 k- SEL
- 32,2 FT/SLC ?- FT 4 Canci2L7X A&v3iry MSSumL = /50 PC/~
L CONC /MT7C MAS $ ALNJin : . ISO k/f7 } If CG Y /O'S k SLC '
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ECE ENGINEEfaNG SHEET NO. 47 JOB NO. #/5/03 JO B.._,._ M d J TO M E d /5 6 N A/Y A I BY _ DATEJ 1/$bfi i C ALC. NO. 4El03 " suaJECT Ad4(TOf. 8Vf L8/46 JElsr fic Af ddf2-- CHK'000k DATE $ff,/$3-. C-00t (a , (t AN6YS INAur livfoo1 Artoiv' (Cod!'D) atru2Aiioc _gtsvsrisais dp ,9 vt,. s L48 TNicxiiicss [ LEV. Mr A v'(, . 7HtcrNESS CLLv', A r E C Gpt?OindTC. nong TOP a= 3L4d (FT) % SL46 (ff) (fr) Au x. 64 y Sio' 3.5 . 1, 9 I 8,9 Aux', anY 2 '3,0 ' I,3 22 3 39,8 AEA c T0/2- 2%0' 2. 9 21,1 39 3 " USE 51,0 ' 2, o 50,0 67.S 7%3' 3,o 7z,8 10,3 9/,3 ' t, z go,9 IOS,2 Y // 7,0 ' /, f //6.3 /33,7 f/GTC .' /~CiC. /MGadt//YG /t/A/QJ45 ///~ EL,23' l/56 2 Co d/2/3 /A4 / DE Fd2 /!Edc702 // Add fep 4LL /Md4.) lNc t. avl 64Ye
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EQE ENGINEErdNG SHEEl NO. '/I JOB NO. MI/08 JOB 883TdN Ed/5/M #NAS / BY Jbk_ DATE '/" 2'*?I ' C ALC. NO. IIZIOS " SUB w.CT AfM ro/L AVil0/'% JE/Wl/l N0dd L CHV'DLTNk DATE <.ffl.'l3. C-00/
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EQE ENGINEERING SHEET NO. 6/> JOB NO. #/ E/0 3 JOB 883T00 dd/Nl 'QJ BY d#I DATE N*f 5"bi_ C ALC. NO. y 2/0 F - SUBJECT / W /C S K (3 f//l 8/ # 0' 3d/5#I/C MAJ50 CHK'D@hf$_ DATE @[f[7d_ C-00/ 4.4 9'3 V3 /N/UT (COi:/7'd) l%'M D2YWlLL JN/AM O/dLL (CONT'D) M 0PL4 TIES _ . _ F/20M _ LL. 9. ? ' 7b 2/.1'
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ECE ENGINEERING SHEET NO. 6/ JOB NO. .N!-34._ JOB _3d370^/ E4/ 5(/A/ p//pr gy JV DATE 4*f$*75 CALC NO. $?10 5. ~ SUBJECT.!]sMZ1/2. AVilA/AI6- dlnd/C l'idddL__ CHK'D.L00k DATE 4 0,/f3-C-00/ / (,. 4 //Af4 V S /NPUr Od7'd) 0 E TER bl/tt/C Ald55 Of ftMI- P00L U41E2 PVEL $60C WATCL lvE(6//r b'/LL 3/E //VPUT 75 4/VJYS MidLL
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-FM N4u3 EL,79,3'70 fl. 3':
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- Fr3 A'V5 tK 4444 (Fi?nsi KLvfois'r C00tL)islt7)C5)
= [3'/4)(17,9): S z y, 7 FT '
~ 70rAC njn.SS tjisy,giggyigg j37.s,72,4y;g3 pygp_ spy 3y3 (4ALL rialA (NATX/L + Con /GU*.72) kirtik = t/7L 7 K = .lLS KCf (liZ V. 7 pr )(&rl')
L t WALL TOI?)L WATC/2 t' CM, = .Il$'r,/ff) : ,2]S' g(; A1 A5s DENstry = 2 7 5 i< cf . y,g7,9-3 g .3cc a 3 ?,2 fr/Slc Z fr4 7D74L fort W4tu ll . 7t/,3' 70 1/. 3'
ECE ENGINEERNG SHEET NO. 62-JOB NO. UE-l0E JOB.b'0Sf0A_.],h/EA/l l+VA5 BY JlW DATE 0 *Ib ' i5' CALC NO. YEl03
- SUBJECT _6$A[Df__61/Q$/Al(r 5dildik.fRGEL CHV*D20$_. DATED l4lf3.
c-00/ S 'l An S y'C //VSUi~ (coa 7'd) [3]EL /00L hl,J/7A. Af433 &T, /jtiY [CQAr r'0 )
" f0'2- MALLS d./ . 9/a3' To // 7, d Il
=
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NAM /E 417 = bb9)f:5i 3) f.30 5[ 20, 2) ~- fl0ib k mu y.s neu = (3s> (zc. t) = su er 2 itM TFA 0/Si??/ 6'vi7f.8) : 972 & ~
. 2/3 CF (596 sr ) (5~ ! ')
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TDTRL. War 62r covc. = ,2/3 / 100= , 363 Mcf Apps busiry = i 36 3 KCf fj, z 7 7to' k- 3Lc t
- t. FrF 32.2 Fif3tc t 7bmL HC h/4LLS E L 4/. 3 ' 79 // 7 0 ',_)
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EQE ENGNEEMNG SHEET NO. 53 + JOB NO. 72/U 3 JOB dd570<t/ E_d/Gv4/ /A //J BY M DATE DfE. CALC NO. VEId?~. SUBJECT ffA CTOi2 GVild/d(- J//kKGRfdtfL CHV'D$dI/b. DATE h,th.S C -(10 / L'l ans ys /dfur (coni's)- - _ . - on r6casu.it EQuiugt,svr mash aquTY Ar 59CH FLOOQGiVil E t , - n - 0 : Torn atan wiur: 30,i1 7 < D ii. Zh&
= fo 017 TM us +/Licar forgc 4'&, tel "
S Vdf, g,5 /j,ca;9': C.3,/50 f'T ; (ptg ,qf.t 7, no) ('3y, 97) inns.s Gouiry =j% 2 9 9 ") = y,g71,o-: pyc n ('tfr)(i'3,/30 77 ') (32,z fr/stc 4 fr4 7
" U/Vtr THKCVdT.J EL, 23 '- 0 " :
- 6 9/1,%;rs A vt. ari y t)Eiv'.st ry 737)JL hii~ quf, da y - 3732. k fSsf, 29 )
Sui: Fact nns] ,4 vy asy : 7c/ 56 pr = ( fi c c i.!p - 2 y, a n) [3 .2.L. )
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5 vaf. trarA n . 0, : I4,499 H (All MF -73 on ) (SN. VI ) h435 ora. n. 8, = 0/75 k (/ft)(19,97t fr')(32.2 fr/'stv)~. ;,97170 fr+ 2 B7Mc SWaci /i&S9 : 1 4 3 /> * / 4, y 7 y = 2 I, 9 4 Y F r
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EQE ENGINEERNG SHEET NO. 6Y JOB NO. N/03 JOB O U I~O Al E d/Id # 4' M 0 BY d DATE V<' d_E CALC. NO. 4 EIO ' SUBJECT _QdCTd!2 fil//L OliV(r Ji6/vfic ivsa6 L cng.o@Q_ DATE&l.fl3.3, C - 001 S.' l /M/5 Y3 /4' fur (COyT'O) _d4 U/ Vil liA/7' A1A 55 bENJ/ t R
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- W-SEqf l ('l FT)[l6 '/0$ /7')(JZ.2 FT/SLC L) i l FT+
l l EL. 79 '3 " : H7; E XCLuainc, fv&L 4.gx*5 : b TJ3 " NN, 3 b ) T& dut &ly /20 c f = ido< D/]. 95 ) TO77)L = 6104 D up.C. MES{: l 2, 2 S G fy L (Flif- n);- 7y,o) [3/4 ig) AfA 5s GENSIT y = fl il4 "' ) - 1, 'j t 1/ Q*
- K -5KC *
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. 490 VJGT5 l
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EQE ENGINEUmG SHEET NO _55._ _ jog _ (MZ0g /?d/D dudd JOB NO t/ 2/03 _ __._ BY ___ DATE #/' N 'I3 C ALC. NO. y 2/ 03 - SUBJECil6fLTN lv/L81*'6 .54 /5e?tC Med/L CHK'D@c[/I__ DATE 6 /93 C 00/
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/4ASO M,VJ/IY 350 3 < : /r/9 1(Q'Z k*.$gc t-(in>(1753 ti>>(32.z er/.ve) fr<i
'N EQE ENGINEUaNG SHEET NO. Ib JOB NO. 32 / C 3 JOB 8dSTON (d/5Cd #A'#J BY dY OATE '/' @ ,5 CALC. NO, p 2/03 SUBJECT._ffdC 7M 6d/4d/d/E J5/.JM/' #Id$l f,.3_ CHK'DMk DATEf ,
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EQE ENGINEERING SHEET NO. 67 JOB NO. 5 'Y_ JOB _6 0 5M l' DIS CA) f/VEJ BY *\lW DATE '?'Y ?3 CALC NO. 'lEIO3 SUBJECT l'AMnV' OUllDhVV SL/SM[ ff 00dl CHK'D6fY DATE 2N'!Y] '
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= 161l70 prt JW+1 tyz,9 : 4,lg : 74 5,5l2 = 512,7 /~r?
E= 211 = (2 ) {H,// 7D = 3225Y0 /=7 % w -- - . . _, ,,
w EQE ENGINEEPING SHEET NO. 87 JOB NO. M2/03 JOB 8094 Id/9Al /4/5 BY db'I' DATE 4 24"fi i CALC NO N2l05~ SUBJECT !?dACIPt OV/UN5 MISA4/C M/0$b CHV'D&ON_ DATE &l4/D C Col ; 1 65 4/usy5 /4't'Ur (bw7'o) ggyPCINTE FCC Mit L 5 TdrL fdLLOWIA/G .5 & 2 73 .SVeld iW6 fflYA6/dTJ l/3dD l TD 6/ENd2Ar/l, 7W/C f/d/TC E ld f/fA i /ff/ISN l FW 7H & 9) s u A<? rwsy L2 . ~/ 7. 5 ' TO 2 /,3 ' l 21, $ ' TD S1). 0 ' 50.0' TD 72 T ' 72 8' n 90 7' i N 90 7' Tb i / 6.3 ' , 1 l l i l i l l l I l 1
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CALC. \lO. 42la3 -C-00/ 5" "2- 7' C:\GORDON\BEC0\RE ACTOR \RB 17 23\MF 17.R0 Page: 1 Wednesday Apri! 7, 1993 03:48:57 pn j, } ///\/S '/5 O UflW TOTAL NUMBER OF AREAS SELECTED = 3 (OUT OF 3 DEFINED) TOTAL SURFACE AREA 0F ALL SELECTED AREAS = TOTAL VOLUME = 23130 23130. /d Y ' h /)////' ,* y . Q d .h ( TOTAL MASS = 1126.4 CENTROID: XC= 4.0366 YC= 8.7021 ZC= 0.00000E+00 CK,' J W 04W.*S'YU U
*** MOMENTS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTR 0tD PRINCIPAL IXX = 0.26750E+07 0.25897E+07 0.27663E+07 [YY = 0.19985E+07 0.19801E+07 0.18035E+07 IZZ = 0.46734E+07 0.45698E+07 0.45698E+07 IXY = 0.41218E+06 0.37261E +06 1YZ = 0.00000E+00 0.00000E+00 IXZ = 0.00000E+00 0.00000E+00 PRINCIPAL ORIENT ATION VECTORS (X,Y,Z): 0.904 0.428 0.000 0.428 0.904 0.000 0.000 0.000 1.000 (THXY= 25.359 THYZ= 0.000 THXZ= 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POS$1BLE RESUME FROM THIS POINT
- "** ROUTINE COMPLETED "*** CP = 51.410
/ EOF ENCOUNTERED ON FILE 18
- RUN COMPLETED ***** CP= $1.5200 TIME = 17.4846
1 CA C. NO. 42103 -C Mi M *- " \ C:\GORDON\BEC0\ REACTOR \RB 17 23\MW 17 23.R0 Page 1 Wednesday Apr i l 7, 1993 03:49:18 pm 6,7 gasys Ourrvr
***** CENTROID, MASS, AND MASS MOMENTS OF INERTI A ***** '
CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID CTI d 4/T! '2Y/3 TOTAL MASS = 1254.2 { ,5[4 d676 fjeE606d l MOM. OF INERilA MOM. OF INERTIA CENTROID ABOUT ORIGIN ABOUT CENTRO 10 XC = 1.6190 IXX = 0.4447E+07 IXX = 0.3482E+07 I YC = 20.830 XYY = 0.2586E+07 IYY = 0.2162E+07 ZC = 18.318 IZZ = 0.5990E+07 IZZ = 0.5443E*07 i IXY = 0.4553E405 IXY = 0.8782E+05 ' lYZ = 0.5317E+06 IYZ = 0.5320E+05 IZX = 0.1333E+05 IZX = 0.2386E+05
*** MASS
SUMMARY
BY ELEMENT TYPE *** TYPE MASS 1 522.746 4 159.125 5 354.497 6 49.6149 7 11.6522 8 5.44536 9 13.8783 10 137.204 C//EGMilD IM7E .' A C7 (JA ( 717h L P1 A SJ llJdD ld DJE NGDLL 3//?&l0 5/fM T /S
/ 25 2, z . On^fugacs. /3 n's& 06/ ult, LISE VdLUE OF l257, 2
Cpd.C N 3, 42 Io3 -C- 001 su a _ v C:\GORDON\BEC0\ REACTOR \RB 23 51\MF 23.R0 Page: 1 Wednet. day April 7, 1993 03:49:48 m (,71f kh'P/$ $UYYY TOTAL NUMBER OF AREAS SELECTED = 10 (OUT OF 10 DEFINED) TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 21964 f.i t/ *e f, ' @ [j///7~! he 7.
- TOTAL VOLUME = 21964 TOTAL MASS = 407.25 $Q /10rF 6 /10 L>> g gg: g.zej. 9 CENTROID: XC= 0.54870 YC= 29.818 7C= 0.00000E+00
*** MOMENTS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTROID PRINCIPAL IXX = 0.17556E + 07 0.13935E+07 0.13959E+07 lYY = 0.74422E+06 0.74409E+06 0.74169E+06 122 = 0.2499BE+07 0.21376E +07 0.21376E+07 lxY = 46270. 39607. lYZ = 0.00000E+00 0.00000E+00 1XZ = 0.00000E*00 0.00000E+00 PRINCIPAL ORIENTATION VECTORS (X,Y,2): 0.998 0.061 0.000 0.061 0.998 0.000 0.000 0.000 1.000 (THXY= 3.477 1HY2= 0.000 THXZ= 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POS5tBLE RESUME FROM THis PolNT
***" ROUT I NC COMPLE TED *"" CP = 29.330 / EOF ENCOUNTERED ON FILE 18 * ***
- RUN COMPLE T ED *"" CP= 29.3900 TIMEu 11.9044 y c. M M'c0 $
CHicr413 MM. . Vgt of 7 sp pu g,( c J un MM Y .51'/%4D JyfAY 15 '~. 1,9 F r> OfffbWY' l5 ' 0 6 Pr A/y/CW /5 TNL g,p , 3/q" i . jgs tGmflGht}To USf ~o W ' l I 1
CALC. NO. 42/03 -C-00l
- Na "
C:\ GOR 00N\BEC0\ REACTOR \RB 23 51\MW 23 51.R0 Page: 1 Wednesday April 7,1993 03:49:58 pm g 7 gjg f;)f/ l/,7 d TOTAL NUMBER OF AREAJ SELECTED = 47 (OUT OF 47 DEFINED) gs ,r ,] gg; g,2h.h3 TOTAL Sur.t ACE AREA 0F ALL SELcci'O AREAS = 30094. - TOTAL VOL'fME = 0.10351E+06 C /C. hbf [40- 8 ~ # '/ ' 'I8 TOTAL MASS = #77.09 4 CENTR 0!D: XC= 10.562 YC= 5.1345 ZC= 53.460
*** MOMENTS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTRotD PRINCIPAL lxx = 0.24443E+07 0.10657E+07 0.11247E+07
!YY = 0.24662E+07 0.10468E+07 0.98776E+06 IZZ = 0.21151E+07 0.20491E+07 0.20492E+07 IXY = 93709. 67788.
!YZ = 0.13111E+06 98.734 1xZ = 0.26806E+06 -1826.9 PRINCIPAL ORIENTATION VECTORS (X,Y,Z):
0.754 0.6!- ' 001 0.657 0.754 -0.001 0.002 0.000 1.000 (THXY= 4'
- THYZ= 0.081 THXZ= 0.069)
All. CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAMES FILE 16.DAT FOR POSSIBLE RESUME FROM THis POINT
***** ROUT INE COMPLETED * **" CP = 27.020
/ EOF ENCOUNTERED ON FILE 18
***** RUN COMPLETED *'*** CP= 27.2400 TIME = 12.0083 l
l I l
CALO. NO. 42l03 -C- 0 0 I x.Na u Ct\ CORDON \BEC0\ REACTOR \RB 51 74\MF 51.R0 Page: 1 Wednesday April 7, 1993 03:50:15 rn 6,1 A V ? YS G U.r h ,' TOTAL IduMBER OF AREAS SELECTED = 10 (OUT or 10 DEFikED) q" bOI 9 Q g TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 16404. .- TOTAL VOLUME = 16404. 5 I,
- s TOTAL MASS = 277.23 CENTROID: XC= 4.8821 YC= 1.7993 ZC= 0.00000E+00
((; ){J[ {,% f): $ ?Y * $
*** MOMENIS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTROID PRINCIPAL lxx = 0.55512E+06 0.55422E+06 0.59001E+06
!YY = 0.52935E+06 0.52274E+06 0.48695E+06 122 = 0.10845E+07 0.10770E +07 0.10770E+07 lxy = 51504. 49069 lYZ = 0.00000E+00 0.00000E+00 fr7 a 0.00000E+00 0.00000E+00 PRINCIPAL ORIENTATION VECTORS (X,Y,2):
0.808 0.589 0.000 0.589 0.808 0.000 0.000 0.000 1.000 (THXY= 36.108 THY 2= 0.000 THX2= 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POS$!BLE RESUME FROM THIS POINT
- ROUTINE COMPLETED ***** CP = 25.100
/ EOF ENCOUNTERED ON FILE 18
- * * *
- RUN (It,PLE T ED * * * *
- CP= 25.2100 TIME = 16.2031
CALC. h:0. 42 / 0 3 -C- 0 0 l a na ry Cs\ CORDON \BEC0\ REACTOR \RB 51 74\MW 51 74.R0 Page: 1 Wednesday April 7,1993 03:50:24 pn b,) &YT/.S hSlY TOTAL NUMBER OF AREAS SELECTED = 54 (OUT OF 54 DEFINED) TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 22382. TOTAL VOLLNE = 72745. 10TAL MASS = 325.32 g Y ,. yQ gg , g , N.g f,J 3 CENTRotD: XC= 2.3930 YC= 7.3040 2C= 78.502 , g 7,. g,gg.fy
*** MOMENTS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTROID PRINCIPAL 1xx = 0.26466E+07 0.62445E+06 0.62618E+06
!YY = 0.24359E+07 0.42919E+06 0.42744E+06 122 = 0.10456E+07 0.10264E+07 0.10264E+07 IxY = 24218. 18532.
lYZ = 0.18916E+06 2627.5 Ix2 = 63753. 2640.6 PRINCIPAL ORIENTATION VECTORS (x,Y,2): 0.996 0.094 0.006 -0.094 0.996 0.005 -0.006 0.004 1.000 (THXYa 5.379 THYZa 0.341 THX2= 0.2 74 ) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POSSIBLE REStME FROM THIS POINT
- ROUTINE COMPLETED ***** CP = 28.400
/ EOF ENCOUNTERED ON FILE 18
- RUN COMPLETED ***** CP= 28.6200 TIME = 22.0584 s
1 l l l
CALG. NO. 42103 -C-00I sy, ;w w C:\GORDON\BEC0\ REACTOR \RB 74 91\MF 74.R0 Page: 1 wednesday April 7,1993 03:50:43 pn TOTAL NUMBER OF AREAS SELECTED
- 14 (OUT OF 14 DEFINED)
TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 12256. TOTAL VOLUME = TOTAL MASS = 12256. 294.40 g ', ] s( E d g g 'a g. 2d.h O CENTROID: XC= 13.031 YC= 10.660 ZC= 0.00000E+00 ( g ,' d[ Od M ? I' *
*** HOMENTS OF INERTI A *"
ABOUT ORIGIN ABOUT CENTROID PRINCIPAL IXx = 0.51967E+06 0.48622E+06 0.49776E+06 IYY = 0.28800E+06 0.23801E+06 0.22647E+06 IZZ a 0.80768E+06 0.72423E+06 0. 72423E+06 IXY = 13862. 54758. lYZ = 0.00000E+00 0.00000E+00 IXZ = 0.00000E+00 0.00000E+00 PRIV . PAL ORIENT ATION VECTORS (X,Y,Z): 0.W8 0.206 0.000 -0.206 0.978 0.000 0.000 0.000 1.000 (THXY= 11.904 THYZa 0.000 THXI= 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAMES FILE 16.DAT FOR POSSIBLE RESUME FROM THIS POINT
- ROUTINE COMPLETED ***** CP = 19.120
/EOT ENCOUNTERED ON FILE 18 "*" RUN COMPLETED *"** CP= 19.3400 TIME = 16.0817
CALC. NO. 42 /03 -C-DOI s Na r6 C:\ CORDON \BEC0\ REACTOR \RB 74 91\MW 74 91.R0 Page: 1 Wednesday April 7, 1993 03:50:54 pn TOTAL NUMBER OF AREAS SELECTED = 35 (OUT OF 35 DEFINED) TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 15254. 0 274 1 8b
- CENTROID: XCe 0.41204 YC= 11.617 ZC= 99.250 (V' j/p/~~ [4 /T .* **
*** MOMENIS OF INERTIA ***
ABOUT ORIGIN ABOUF CENTROID PRINCIPAL lxx = 0.32516E*07 0.51405E +% 0.51418E+06 IYY = 0.29490E+07 0.24831E+06 0.24819E+06 122 = 0. 78477E+06 0. 74772E +06 0.74772E+06 IXY = 7049.2 5736.9 IYZ = -0.31611E+06 0.64475E 05 Ix2 = -11212. 0.24453E 05 PRINCIPAL ORIENTATIOW VECTORS (X,Y,2): 1.000 0.022 0.000 0.022 1.000 0.000 0.000 0.000 1.000 (THXYs 1.236 THY 2s 0.000 THX2= 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAMES FILE 16. CAT FOR POSSIBLE RESUME FROM THIS POINT
- * * ** ROUT I NE COMPLETED ***" CP = 19.110
/ EOF ENCOUNTERED ON FILE 18
- RUN COMPLETED ***** CP= 19.3300 TIME = 22.1737
CALC. NO. 42103 -C-00) su a n C:\GDRDON\BEC0\ REACTOR \R 91 117\MF 91.R0 Page: 1 Wednesday Apri t 7, 1993 03:48:10 pm (7,) ff;C/S O Ui '0VI TOTAL NUMBER OF AREAS SELECTED e 10 (OUT OF 10 DEFINED) TOTAL SURFACE AREA 0F ALL SELECTED AREAS = TOTAL VOLUME = 9752.6 9752.6 h/,' h OAM .' '
- TOTAL MASS = 111.18 g, f[ g4; f,7:/ f 3 CENTROID: XC= 23.147 YC= 12.804 ZC= 0.00000E+00
*** MOMENTS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTROID PRINCIPAL IXX = 0.19561E+06 0.17738E + 06 0.18537E+06 IYY = 0.17484E+06 0.11528E+06 0.10729E+06 IZZ = 0.37045E+06 0.29266E+06 0.29266E+06 IXY = 9292.5 23659. lYZ = 0.00000E+00 0.00000E+00 IXZ = 0.00000E+00 0.00000E+00 PRINCIPAL ORIENTATION VECTORS (X,Y,Z): 0.947 -0.320 0.000 0.320 0.947 0.000 0.000 0.000 1.000 (THXys 18.652 THYZ= 0.000 THXZe 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POSSIBLE RESUME FROM THIS POINT
- **
- ROUT I NE COMPLE TED "**
- CP = 22.190
/ EOF ENCOUNTERED ON FILE 18
- RUN COMPLE1ED ***** CP= 22.3600 TIMES 9.4828
CALC. NO. 42I03 -C-00I a ivo, n C:\GORDON\BEC0\ REACTOR \R 91 117\MW91 19/, Page: 1 Wednesday April 7, 1993 03:48:28 pm , b,f /rfu'SYS OU I W _ t 1 TOTAL NUMBER OF AREAS SELECTED = 22 (OUT OF 22 DEFINED) TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 22371. O Y .' ' TOTAL VOLUME = 70407. 9'y
- TOTAL MASS a 3M.51 ( ( ,' \/ Q [ [j[ M / #
- CENTROID: XC= 4.1 74.' YC= 14.847 ZC= 121.00
*** MCNENTS OF INERTI A ***
ABOUT ORIGIN ABOUT CENTR 0!D PRINCIPAL lxx = 0.64717E+07 0.69789E+06 0.69842E+06
!YY = 0.60445E+07 0.34955E+06 0.34902E+06
!ZZ = 0.10974E+07 0.10050E+07 0.10050E+07 lxy = 10482. 13598.
IYZ = 0.69794E+06 0.13459E 04 IXZ = 0.19626E+06 0.12950E 04 PRINCIPAL ORIENTATION VECTORS (X,Y,Z): 0.999 0.039 0.000 0.039 0.999 0.000 0.000 0.000 1.000 (THXY= 2.232 THYZ= 0.000 THXZ= 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POSSIBLE RESUME FROM THIS POINT
***** ROUTINE COMPLETED ***** CP = 17.250 / EOF ENCOUNTERED ON FILE 18 *"** RUN COMPL E TED ** * ** CP= 17.4100 TIME = 22.2903
l S N, N O. Z? j CALC. No. 42 I 03 -C- 0 0 I s,, acts umr
/M t G $13 OtrE: 5 24 l C:\GORDON\BEC0\ REACTOR \R 91 117\MF 117.R0 Page: 1 Wednesday April 7, 1993 03:47:56 pm (J' ,' jlv/* [],(< T ! [>[ V-Y 3 ]
]
TOTAL NUMBER OF AREAS SELECTED = 16 (OUT OF 16 DEFINED) l TOTAL SURFACE AREA 0F ALL SELECTED AREAS = 12681. TOTAL VOLUME = 12681. TOTAL MASS
- 155.97 CENTR 0!Da XC= 18.892 YC= 1.5488 ZC= 0.00000E+00
*** MOMENTS OF INERTIA ***
ABOUT ORIGIN ABOUT CENTROlD PRINCIPAL lxx = 0.25470E+06 0.25454E+06 lYY
- 0.25432E+06}
0.21662E+06 0.16095E+06 0.16074E+06 122 = 0.47132E+06 0.41528E+06 # % 0.41528E+06 IXY = 9019.0 4455.4 \% lY2 = 0.00000E+00 0.00000E+00 gg", fj ,g g,. ; pyj lx2 = 0.00000E+00 0.00000E+00 PRINCIPAL ORIENTATION VECTORS (X,Y,2): 0.999 0.048 0.000 0.048 0.999 0.000 0.000 0.000 1.000 (THXYs 2.726 THYZ= 0.000 THXZe 0.000) ALL CURRENT PREP 7 DATA WRITTEN TO FILE 16 NAME= FILE 16.DAT FOR POSSIBLE RESUME FROM THIS POINT
***** ROUTINE COMPLETED ***** CP = 25.920
/ EOF ENCOUNTERED ON FILE 18
***** RUN COMPLETED ***** CP= 26.1400 TIME = 14.5262 CHE C W; 'J /Vr7E : 7/4 A CTUA L Vn U45 4: NtiC1 MHfCtr QA /4W7/if AJOUT THE CrArtwia frvTfLEs3 /N70 74E 5/C44a 54'GE7" (JN. llI* ) .Gl* ,% fCLLCll3,'
11.1: 2 '7 7, 1 0 0 Iy y = / 83 t/(10 Z22: '/ '/f 200 TM b/ Fir.fi:ME d= / Tuti AEJVLT Od TH 'S Jhidi .< M O Dil Vi(L UES GU /A' Thd. SPf.4ID SkiE T ///LL JM /G //) N*fiUI CA TNil f/NlfL Zi ddrs;W " . Titi.:r! PEOl; CC K!r 4Filti s y r j'rt/, M L iM MidM MCCEJ AGM4 TNLY Adi 6 0 \MA'N4J G 'l 5+47 DEpci:<w;7ni<;;, To E. i rd.:AU CvLY AffLt7 /2mio d o a y' Ado rartor/ rWL
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K-23-5 t.XLS 4 7 Pilgrim Station Reactor Building Stiffness Matrix between Elevations 23'-0" and 51'-0" Stiffness Matrix Designation = K32 Deems has Defence Honeonte* ANSYS Refere se Output Feeneme: K-2151 OUT Medei trem Tee of Lecaten
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SUBJECT:
Reactor Building Seismic MOdel CHECKED BY: v y,, DATE: >G /- 7>m Pese 1
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4.1 Pilgrim Station Reactor Building Stiffness Matrix between Elevations 74'-3" and 91'-3" Stiffness Matrix Designation = KT64 ( KT64 is the TOTAL stiffness of all structural members between the elevations. ) Dynamse Node Deteme Henrontep ANSYS Refererice Output Fdename: KT-74 St.OUT Model from Top of Locehon Node Numbee Sue Met (feett ANSYS Gobel Cooedmete System for Stafnen Metna Denvetson Onge located et Reactor Centertene end Top of Base Met (EL -17'-6') 8 108.2 g Reactor CL X = North. Y = Wnt. and Z = Vertmet Up 4 90_3 i Resetor Ct Units = Kips and Feet D4pleemment DX DV D2 Ret X Ret Y Rot 2 DX DV DZ Ret X Ret Y Roe Z Force Node 6 8 8 6 8 6 4 4 4 4 4 4 FX 8 17538750 500 0 4476 -160000000 -210000000 -18000000 -500 0 4476 -160000000 210000000 FY e 500 22314380 0 200000000 -4478 22250730 -500 -22000000 0 200000000 -4476 22000000 FZ 8 0 0 84700500 830000000 -86000000 0 0 0 -85000000 -83COOOOOO B5620770 0 MX 8 4476 200000000 830000000 170000000000 -180000000 199000000 -4476 -200000000 -830000000 -17vvvvvuvvvu 178 6v N MY 8 -160000000 -4476 -86000000 -180000000 80600000000 1980000000 157000000 4476 85620770 178000000 -78000000000 -1900000000 M2 e 210000000 22250730 0 199000000 1880000000 69300000000 210000000 22000000 0 199000000 1880000000 - 6 *- FX 4 18000000 500 0 -4476 157000000 210000000 17538750 500 0 -4478 167000000 -210000000 FY 4 -500 -22000000 0 -200000000 4476 -22000000 500 22314380 0 200000000 4476 222M730 FZ 4 0 0 -85000000 -830000000 85620770 0 0 0 84700500 830000000 -86000000 0 MX 4 4476 200000000 -830000000 17vvvvvvvvuu 178000000 199000000 -4475 200000000 830000000 170000000000 -180000000 200000000 MY 4 160000000 -4476 65620770 178000000 -78000000000 1880000000 157000000 4476 86000000 -1800m 80600000000 -1900000000 M2 4 210000000 -22000000 0 200000000 -1900000000 -69000000000 -210000000 22250730 0 200000000 -1900000000 69300000000 1 EQE Engineering SHEET NO. N JOB NO. 42103 JOB: Boston Edison PNPS PREPARED BY: DATE: 1* 17
- D CALC. NO. 42103-C-001
SUBJECT:
Reactor Building Seismic Model CHECKED BY: DATE:E27-73 i l
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a K-74 St XLS M Pilgrim Station Reactor Building Stiffness Matrix between Elevations 74'-3" and 91'-3" Stiffness Matrix Designation = K64 ( K64 =: KT64 - KD64 ) K64 is the TOTAL stiffness between the e!evations, minus the stiffness of the DRYWELL Shield Watt on-. v mode 0 etene. wonnonw assys %*erence Output Fdename: NA Moder se Top of Loc et.on Node Numbe+ Beee Wet l'**tt ANSYS Gbbea Coord.nete System for Stffnese Metnz Denweten Or ges Located at heeton Centecime end Top of Base Met (El-17' 6*7 8 108.2 hector CL X = North. Y = West, and 2 = Verbeet Up 4 30 3 bactor CL Units = Kips and Feet D.epiecement DX DV D2 Ret X Rot Y Rot I DX DV D2 Rot X Ret Y Ret Z force Nede 6 6 6 6 8 6 4 4 4 4 4 4 FX e 12924370 500 0 4476 118701300 -210000000 13385620 -500 0 4476 -118701300 210000000 FY e 500 17700000 0 158701 % 0 -4476 22250730 -500
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EQE Engineering SHEET NO. [O/ JOB NO. 42103 JOB: Boston Edison PNPS 4-o -- PREPARED BY: u .) D DATE: h i / I J & CALC.NO. 42103-C-001
SUBJECT:
Reactor Building Seismic Model CHECKED BY: d "j DATE: f * -o
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K-91-117 xLs 07 Pilgrim Station Reactor Building Stiffness Matrix between Elevations 91'-3" and 117'-0" Stiffness Matrix Designation = K76 Ovnemic Node Dg?once Honzonter ANSYS Refe ence Ou put Filename: K-91-117. CUT Model from Top of Locaten Node Neber Sese Met (8ee') A*CSYS Globel Coordeste System for StJfeese Meme Denweten Onge Located et Reactor Cente tee and Top of Bese Met El. -17'-67 7 1318 Reactor C1. X = Nortn. Y = West,. end 2 = Vertzei Up ! 8 108 2 Reecto* Ct Units = Kips and Feet Ogpiecement OX DV D2 Rot X Rot Y Ret 2 Dit DV DZ Rot X Rot V Rot 2 Fo*ce iNode 7 7 7 7 7 7 6 6 6 8 6 8 FX 7 8343795 12704 0 162609 -106800600 $
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1 EQE Engineering SHEET NO. [ 0 Z-JOB NO. 42103 JOB: Boston Edison PNPS f PREPARED BY: DATE: b 7 '3 CALC.NO. 42103-C-OO1
SUBJECT:
Reactor Building Seismic Model CHECKED BY: J / 2b D DATE: 4 Pege 1 e
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- C -001 f,10 Slo &. inOMA/T/dl,gan'f, EL , /}7 '0" (CJar 'D) o
!)E T Gltrt/A'[ 3/JG.Qs2 /]/~,fA BASED ON A .CL V/f(x) Of Povada /N pl,1 CL COLVr't'V Jf 74 /L .5 A7 /)i?.C Cd3 7 /A,VLL,l S TELL C O L UM A' / /v7X*ilfdtd (c)c4 7//df
[R(, ~ C WG . i4 - 2) ) , / 7' 15 J Val./~J 7/Ar T/;f F ULL. //'Jf ( T/JE /"K Cd57 /4.v74 l5 F/f*/l C Ti vt* /N /?d3/ 5 7 /N6- ~5//E4K Os*f e/+)i17/ /os!Z. /I /S /)LJO Jl/dd .!'D 7kd" 7?/E fM4WJ /'c/2/yfD 4R/EA of t2 lli fid, VV L Cf E4cN 37DCL c/L VMA/
/S NLbo [Fff c T'lVE f/N 7NL 4/'/'L I C dd l4 D /<d C 7/ od ) ,
tou r ' A y (peas) = z ( , s < 70.,5 < u, r . . s)(. 5) = to s. s ir
- A y ( panus) 2 ( 7/,2 5171. Z s) (: G) : 1 4 7. 5 /*7
- TA+vsfvM LD AAf4S OF nivL' , ft, face :
4/ 2 4 v iip = (t z . o 'I) (i s ss) (V. og) = 22.97/19<i: , 5 7 fr ' lx 12 v 65 = (i 2. ci)( . 6 o t,) ( 8, c y) = 51 4,,! iytt=. 41 fi ' Ay (colun,as) {Io)(,11)=. 9,1o 87 "
/1 y ( cal vie,ve) = {l*/) h 52) ' 7.97 ft >
70mL ()y = (9,fg) .i jog,3 : ll z , <j , y 2-agggg ,949 Ay = 7. '1 1 + 1V 2.7 = 150,47 FT
- suun. nata TOTAL 4/?C4 r /1,< + 4y : fil24)1(l50,48): Zla 2 o 71 /~T
- l
ECE ENGINEFRING SHEET NO. lS6 JOB NO. N?LO 3 . ' JOS - lU.fl0N ddOJsl NJ BY b I'I DATE 5'5 *l[ CALC. NO. #/Zll'8 SUBJECT __dXdifvd_MMllibVl'- JE/JM/C Modl.2__ CHK'DRO/d._ DATE 4 C-no/ (. /0 ib l a fr. 9/IONA T/d3 /?80 VC E l. . //7 (0" 02 TEO11INE /19/1 3 .5 CF' (AM2 AnV /~l 00/2 S Fifun 5/), 4) , 7bT))L h/ 7. [ XC L. CC9NE = / 492. " CQ4Md 4/ 7. ; 252 k C/2A.v2 /$ MetW JLL Y L tcdTED A7 Caff CAU ff GLO6. fRER 3). A % val H.DMr AS Cld76%.) IN Ncai7l 30VP/ oiucran ( usun nasar ucarav wia iv.,r au,,wncenv A/7ter A'Esut r5) . x
, c y c M xil
'f,c r-AS SONE
< y-51'(6/), M 22.)
PLAN
= =
In twn. /;M :: IVf 2,l 32. t G z.5 V .st c =l f r enac. a, a : zui s t. z = ,. 8- ic - scc 2,< ,, rin,u to. s Alas xr &c /64 :6": 1900,13 2. a = 'lo. ') x-su'/Fr M. 4 2- )
EGE - FQE ENGlNEEf4NG SHEET NO _ /.0Y JOB No. A.710 3 JOB __. fNSIU '/ dd/Nd #'N - - - - - - - - - By _MLJ 'd_ DATE E1'fi. , CALC NO 'l2IU3 SUBJECT.Afd[M AMWldk SA'S!?!' ^10 /WL CHV'DQt,0f. DATE 6,/Yl$3
- c. 0 0) d.10 B L b(, . 9.&o%'!T/i3 4 A'VE El.//l'O' ..
(OAI'f-)) C#1/ rut.w: AfD5 Mon'OV73 of Infr T'A /Mour Mi;',s co' Tea) :
-niti.ss cmyr::w cf pi,:tt $ ci,ycigS a;,y gg o ,yc 7,,,( c,,,,,,y th=Tu?Mi,v! /V:01 % T Ti(* L A 7' EL /4 5 ko %* yI W
&S \ 'D O f);
ob h t VN 9 i + t
> $v sof, 8 \\v 3
\j zhg 3
6 N d- / pj d' v' 's , Y ?
/
K N ' (
/
A, / N N. s /e q5'.0 [ T '. ,
,/
\ / / 0 $, q0
/ /I,/ -^ % , i' 9' ', \ '
45' g ,"o ,, xh , ',
- W,/ ttN 9' gg0 1
N* ,/ 4 N N N
/
./
/ N
\
r/ N ' x' \/ / /
%s 7 k' 3 ' .
,.s ,3ou 4 ;Q<g '
~,zz3r hilw r of ts4cu, .3rcEL drc.[KxcweiN+- caut): /b92
- fSM, 'll )
AfASS : _ Ud'h : M Y-3fC'lf7 q 7, 37.2 VolterE a= Writts .: [23,75)(/0'b. 75) Q42,5) - (23,75 ) [/0 7. 25//4l 5): Sulf FTO ( A1455 OL tUiTY JF w tL5 = 5254/5U1.6 = 8. 'li v /o~ ' t- s ec '/ fr 4 M-tu u sumoc 'ruoce' = ( l.7L vir3)(231s)(101,zs)(Iy15): 3tl5'M' Sic'/Fr M:s di~ pvstoc 'tu ot n ' = (B. ol> 1/r') (23.75){l01 ? S) {l41 SP 3 /93 k 56c'}f! raan esp. Io ( tusaw nax criva, posmv5 paa ,y,4SS puy,97 y jpg,2y,4): Mssa Iyy = { 32Y5 (25.7S'1 /01.27')[ - { 3!93 (? 5.7t* + lo?.zf'}}
/z- /1.
= 110 563 n ac'-p r
ECE ENGINEERING SHEET NO. . / / ') JOB NO. 3 2/93 JOB
/905fo/U Ed/Jed #,v/J _ BY \/6uf DATE S_ ld_,3_ ,
CALC. NO. //Z/0 3 SUBJECT f$fdCTM d L'/t # l'G M/W/C d'0M L CHK'D6aO[ DATE h[l/_k,3 C-001 6,(0 6 L Ww ACCi%:: Tid 5 Ado vL 1/ 7 '- o " (C on/T 'O ) 11455 Ez= 7 /;ft:35 Zyy 4 MA SS I yy
= //0 5 G 3 + /CCoob 174 49#5Ec.77 7 M.q ',5 z y= 374 5
( ly:,5'd 23.752) -{ 3/95 (I41,5 '1 23,75
= l46 dolo I< -scc : -pr
~ (lite Oly i l', 'ti d: 7tE3 A 7" E-L . 16 9 '- b '
IJiiL L S E >' Tent) 460 V5 c . If c) fM 7) EL I66 L O" jy' ALLS ~ U:L V2 ff !d4LL NEl:^!7 AdTKfEa lyS'0" 4AIO IS 'l L b " PLVS (4LIGNT ff0M lb? L (,, TD I b G '-C ;
/ GYo 5 - (4 5: 0= l'1, G /2 = 1. 75 + (/bb,0-l& y,5) : //. 25 '
11653 C= i WA L L:, J TML , /%'ECUST C uc vMN'S
- f. SCC 38, 4I )
= 33 b + 95 r /EG t (7t 73 : &?7 = 21. 6 5 W-SEC '/Fr 32,2 3
UOL UME Ot= ls/4LLS = {ll,25){/ct.25)(Ic;z,5) dit 2S)(jo7,7g)(/yt, g)= z$09 7 57 MALS DGNSITY Cf NALLS: Zl,45 lzS Qf,7 = 7,7l 1to~ 3 K~SEC 2 /;' 1 Mass if ovisiez 'diod = ('1,71 +/o-3){ll.t S(lot.:5)'I'/2, s') = l 3 3 'i AC'lFT n,qss of INsiac '6 Lock : ( 711/1/o*)[Il,25)[lo7 75)(IVI 5): 131la K- SEC'/f7 Mass leg : Md33 ly. y. + Mn53 lyy = 6th3+ t/ 'l 3 & I
=
lll 2&f K-Scca-fr
/ ),as I g= l537 ( / t/2,5 *-t- 13/la (IH,5 '1//.252) ll, 23 2)} - /"
/2
=
{6103 If 3Ec*-FT
/MS3 1 yy : { 1337 (//,2 5 * + /01.2W)} - l9/6 (ll,2S' + 10 7. 25 ') "}
/ 2. /t 44 S&l k stc'-tr rws auct u our syTzvas fi m c t 'l(,4. s '- 9. 75 ): Isy, 75 '
p u. I h s '- o " , 7xt v cc ic4L Q fj f5y,]5 +(ll,25/7)
= ll 0 3% '
EQE ENGINEU?ING SHEET NO /// JOB NO. _!M/0 3 JOB /305To'V EJ/J';'/ /d'#J BY L'IAM DATE 5 Pfj_ CALC. NO. .Vll0 3 SUBJECT [5iC701 6 ' ' M /+'-
"I'5'M/C # W L
.-Dol CHKD812[___ DATE 6///N 8,10 Bl .)(7.,
/)sorEA Ties ganvc // 7 '-o ' c otir 'p) _
As sunz .5 p<r'M J.: 4 f: ;r 1: 9 fit F:/: /wi33 M;ini47 Cf
/17" & L , , '
fr Y '-b ' ; in'Ed7/a A% s S : I300 ~ (* 9 7 . / 57.T c .s-:c =,lpr f.su .58. 41- ) 3 i, z.
/~cce1 RFf lC (SittCatt/A)
, 7' ,
pu;SS Z yy = IS'73 (IC 7'S~) h S I: g,e V, // N x.Ds/,'- = l 8 03 '1 k-Ji e z p r ( ,/ N , zg/ / syAss .:y y : I3.75 {l11.5) *
/ ~y' iWNN. s g /
IL i
- /, s
= 3/251 t< - Ec z
-fr
- i 4s N iwi z,g = /t n (tyi.s % lo7,r ')
I
- t/ f ,* 7 ? K -Jc c 2 f r O/4 C r' ,' I7g Jy y r Zyy i
I. l l l i
I l EQE ENGINEERING SHEET NO. //k JOB NO. Y 2/03 JOB OLII3fl C'OJ}lfl l US BY Y DATE S] 'i I C ALC NO. 'l ?/03 SUBJECT l'f]t_TdA
! 0(//LOfi& M /Ml/c Padil CHK'D&W DATE 6,ibtf C-001 bo!O OLO6, //'OffC T/45 43CVE //7 '- O " f CCai'D )
1)f TE t-1INL ld.? t. L t'AC M.]f/AS - VJilLL1 //nl0 VE 2 L, Ii7 ' O
- 45E Yz. Ot= ly,;L L Hi/G A/r iVTuis/GU LL //1,0 ' //40 / 45, 0 ' :
It'i./Got r : ,,7;c,jc r talc LS = 5/9 = 5 i th }
/WLp,- cat Lgivt = l76 e // 8= 2 94 SW. 4l 3 MAL. C0ct MNC 2T+/l = 36 M </
t.1 A ss = fi+y "/ 3 :. C = M 21 w-si L ' Ifr t/ ct. . lunLLS = [l +) [l0 7 2 5 ) h4 i. i) - (/</) h! 7. L iff 9l. C) = 3'/%. 5 FT
/4 /25 3 afaury : 2 6. = 1 : 7. D y i; -3 ff-S c */f74 efY96,f M rs.5 >F ursW 6: C:x : ('7 50 t/r3) Ia)!/ o 3 25)(/ y:.T) = / 61f n'-S{c.',lfr o
/it stoE OLocn (1. To rlo-3) IV) (In f. 25) (Jyl 5) = /513 l(-5LL'-lff Fin 5 S r ,, = {Ib'T[l42,5 1 a t} ') ' _ 15'13(l4/.s*1jy*)}
/E
/L
= 12 3 K cc * -r;-
8 2 f4'l 3 S Z y y = l ir l'f _ (I ? * + (01,25 )} . 15'f3 ( It/ *+ /0 7,2r *)]
/ 2. IL
=
5'l 'l 2-1 IV:L:2-fr fM.55 Z g g = /4tu s 3 L,, t Mils 5 Lyy
- ' 212 3 + 54Y El : / s t,5y 4 t g-sa ?.p r
1
. EOE ENGINEER;NG .,,
SHEET NO. ._I[J JOB NO. W /u!' JOB 603T.w EJ/JM/ A MJ _ By J W./ DATE S3'Y3 CALC NO. 'UIO
- SUBJECT I?EMTM 'Ev/ L UI.W SOS ^f / C 4 :'OLL- CHK'D00.}k. DATE6 f.L c-001 6./0 _Blof. r N oi%2 7~ / E5 48 tvE El. /il o"I /Can'T'd)
- Contai<v2 Mtl55 A10^1 EAT of /A6217/13 47" EL . / W C
l 1 CdNrst cf M RS i IiTs4 X Y (4 p .\ CA. vii 17 /3 - S'f. o 7. '5 t.stc c s l 2. /3 0. 0 T2. 5 i =- /7.13 9= [7.8)[-59)
- I52.7)'c > . - 7,6 3
( 7. ( < c; . O TC77uL afil 55 = 7. $ r 5 2 i= foo.3 k-Su2)rr 1 l Mn u inomics.rs cf /A.C !riii : pt i+1ss Zyy : IH,006 + 5 2.C [7. (> 5)' 171 (51.37 y = ls1,&46
\ N D ,g G (,0 /d I55 I yy / //O 76'3 9Y '
x16 x i
,( / meio rn: r yy. z yy I 5'
8 : /11,6 y& t /ft 5b3 = 300209 by , CMS CK- Ni)SS Jgg 2 74$(,7 F 525(7.13)47,1f5137)2
= 2'9y2/
) ? 30020'l OYs i
1 l l I
ECE ENGINE EfaNG SHEET NO. // Y JOB NO _'U / 03 JOB Of # 'h 'E)/fd d A h#3 BV __Md DATE _bl_~jl CALC NO. YE'0} SUBJECTfACTOL fios u)jdt- .SE/SMIC AHJKL CHV'D&Ok_. DATE (a,h,/E C 00) bol0 C V/ U)>d&- A:WR; 7/e:S /).S C VE /! L . / / 7 '- 0 " sumnda y G: AviLO/S iMdEL MSOVL // 7'-o " c(%o 'W@ y Oy
+ e 'l -
}4f 1 'o,,
0'Q LUM /'l~D /tfd sa SMMAirlA Y
<i(GWr A1nas Cstlino/a coonDiasrls (f7)
NC s PT, (kits) {k-!1c z/fT) y Y } (EtL V.)
'd / 74(/ 60,3 / /, / 3 - 7,63 / '/3 O ^
7 403 /f. 7 / 7, / 3 o /4 Y '- 6 " ELG^1sar ffG/ECTil5
/a omCNr 6f / nix 1tol A/'EA 9/End 11AEA W
&Mv!!A/r L [fi") h ffT ") (*f 7 Ax(FT') tly (F7 2) 1 V10 235 (c stlI 73 242,1% //l, 4 JSo,C 7 19023.1 4 5Y (13 262,% //t.4 15b. 5
)
Y C0!\l(,st.EX Ec : 5. /9 %)O KSF i I I l i
EQE ENGINE [mNG SHEET NO. _l/I _ JOB NO, NEI05 JOB. 8 O) TO'Y E J/' O Y O'Til5 BY Y'I DATE S'5'?}- CALC NO D'OY SUBJECTQ$70t? 84'It&]#> 3f)9H/C_ldly(l_L.- CHVD[$l())N__ DATE b,/3pl iS-C- 0 0f 6.10 S u:cativ s A2>$: fils t?3C vd' /17 '- 0 " tSUiHil4rl/2f GF 6 l126, Afh).E l /idC VtE //,7 '- C" fC O,~/T 'u) f ft)LS M CattC VM ff / A4,^T/1
/fd.tfJEL /j6Sur Ms'5.5 CfAK0iO (/< -5dC. '-/~r)
V ii v. 6MW .Z g g 194 Z=2 l b Y '- b " (200f Gr 3 !! 5~ l I$037 V?288 t!I . l( Y '-b lasiLL S EL. lblo ' (,bj03 Hy3bl fjj S y r0 Isy. g ' JM'0" Natts w arm I? ?iv& //05&E foowt i;r t </ s '- o ( Mcd E ( . / s y, s ' 70 /3/, o 'J WilLLS /H , /3/ O ' f 2/23 $9 U I /% 54 y 70 / t 7. o ' i i l l l
] RB-MASS.XLS 6N Pilgrim Station Reactor Building Lumped Mass Distribution for Elevations -17'-6" to 164'-6" Units: Kips, Feet. Seconds Modst Locaton Floor Member Member Group Values Lumped Mass Results Member Group Values Lumped Mass Results Noda (note 1) Elevation Group Mass Centroid
- Mass Centroid
- Mass Moments of inertia *
- Mass Moments of inertia *
- X Y' X Y lxx lyy Izz Imx lyy irr 9 182.O* 164*-6* roof 18.7 17.13 0.00 29.5 17.13 0 31251 18037 49286 64703 40218 104920 waits 21.7 17.13 0.00 66903 44361 111264 0 162.5* 145*-O" crane rait 60.3 17.13 -7.63 60.3 17.13 -7.63 189646 110563 300209 189646 110583 300209 walls 26.2 17.13 0.00 82123 54421 136544 7 133.8* 117*-O* floor 156.0 18.89 -1.55 363.4 10.96 7.27 297800 188400 486200 711800 409675 1121475 watts 388.5 4.17 14.85 697900 349600 1005000 6 108.2* 91 *-3
- floor 111.2 23.15 -12.80 442.6 7.77 6.90 177400 115300 292700 841887 450498 1292385 f walls 274.2 0.41 11.62 514100 248300 747700
, 4 90.3* 74*- 3
- floor 294.4 13.03 10.66 594.2 7.21 5.96 486200 238000 724200 1094994 596840 1691834 walls 325.3 2.39 -7.30 624500 429200 1026000 ,
3 67.5* 51 *-O* floor 277.2 -4.88 1.80 678.9 -5.14 0.79 554200 522700 1077000 1414880 1277062 2691942 'l walls 478.0 -10.56 5.13 1066000 1047000 2049000 2 39.3* 2 3 *-O* floor 407.3 -0.49 29.81 1272.4 -1.34 20.76 1394000 744100 2138000 3759749 2374697 6134446 walls 1252.2 1.62 20.83 3482000 2162000 5443000 1 (-14.O* (-) 17*-6* floor 1126.4 4.04 8.70 1752.5 3.18 13.03 2590000 1980000 4570000 4390211 3063357 7453567 l
+
l
- Origin is located at the Reactor Centerline; X = North, Y = West Mass Moments of inertia are about the Mass Centroid Note 1 - The verticallocation of the node is measured from the top of the base met (elev. -17*-6*). [
EQE Engineering SHEET NO. N 7 JOB NO. 42103 JOB: Boston Edison PNPS PREPARED BY: QCJ DATE: r 3*'i 1, i-% CALC.NO. 42103-C-OO1
SUBJECT:
Reactor Building Seismic Model CHECKED BY: h[4[ DATE: 5 2 7-D r
EQE ENGINEUNNG SHEET NO _//1 JOB NO. fMW JOB /IP5PM/ E'ltid'/ ft/U . BY __L!!N DATE I ' F "' S CALC. NO T/d3 ~ SUBJECT _h22 U 6'/' O' LC'4' J" SE/3'U/0 ^6'dik. CHK'DhdM. DATE 6 83_. c - oO) 7e.Q_ Rey MC L L. J'!,CL. k' Ctik. 7l af7F/UHas; aRYl'fLL ? J^/f L_; /M'0Kt TIES : 3 f '. 2 " 1, D.
, __l n 106.3]
=i= 0L2) 7,58
{vSE) Ih"rx \ - 928/ i- : 0-(GI) RAtME y, g , AWN 3t1 l n, VI q' , t@ 7.01 60 l'hu in __m_ . . qg,"' ,y N 80 SrxL 7Kv3
. y,29 ' 51 7g,5g NivD 3 TMIL / EEA i ,
13/ 5g
,(7e" 67,17 in ~
i gJp 9,37 31 1 59 52-
/
u v& l l'/g"TK 5 93 [ Sb
-@ 5g,g7 l
4.1/ ' 55 i i
% 44 97 I"v r, 1,10 l 59 llb TK}
EovAroE l i 5
% yg,.
st. ??,2s' i<91' 58 2%/7 M4/N JrE4^1
>JS W-[: <
\ 3.n 'L 4 s(@*s v
n.,,
. ; 7. u '!
I'la " i n - 7 26 50 q 16 93 ELEV.1'- E " \ '< '
/ / NT /
9, 17 ft/// ELE y'dT/0Al - /)L YWELL 3//EL.L /?ff l-)N65 ? 5//CW/AJC- A'Ot) & f)C/A/7" LOCd7/CA/S C*l5/, ( ~/ f E-C /A -I- f , C /A- 7-6 cis)-4-g
ECE ENG;NEERING SHEET NO. //5' JOB NO '/ 2/03 JOB 8W0'Y dd/SO^/ #^ BY._ d M DATE I'3
- IE.
C ALC. NO '/2/'13 SUBJECI /2 'IC I"'#-- d "' #' 0'f #3'*l'
- d ' U'i j/
CHK'DLTahd___ DATE 6 y%fl_ C-GOI 7.1 onwau awat Meu c Aws.e Ties - at:iwaar c ocu Mw", 13 4 c ittivc.us , narroyd h/O&ili, 40A , J/JE W M C4 novo Aloivrait of in . = .'7/4 35 6.N E N,' 50 fy,s.; r:/: j 2T % ' _, ft,Z't.EG' ,
'M EOB~ 2752*3 M'; 29./2' w.
l N~~.di, s ~~._ c, , l M 2
;, _._. .ih_ _[.U_._ M / / '/3 '
.h ' &g . Go
.__., -_ _ . - . . --_' . 1. ! 7 '
2 '/,4 2 '
/' ~7 rIR / m ir/ h,.: U1o C H /s, ajE,: .' A = L TI A t ~)
L= TT Y : > lM F, 7 I= 2/I P, 6 6, j' gs* JHEAA 44Q : ///2 A- (2 77il21./2) [l. C S 3) = l5 09 f7* Is Nr ; (15~,0 9 ) ( 7. 2 6 }{. </ 90) = 53. 9 k T/ sis gi?gs cy: yn a:ygucu n43 ng p y g ,c u m y, y p, g y ,3 ,,, y 3, A!5 M Hi 7h.C 4013 /N C/?J35 JEC7/W4L. A'/?dif it.G />!!<11fiv'i~ Ct
/F!.i i:T/d /5 0FF3!r M 7/V.C J Oft %%>'{e '
fji CCi ff 77/4 f4/VETrM 7/t.C /}< 1'O 71/A-liC $ djr/fa.1[f,sjfty' f* //VCitd/jj[ (4'gl&4'r
/D;itskrr 6y /0 2 TD A C C d G vo~ t ~: t In'q/;3,( W7. G~ fis Z7tMT/MS
- NT ( a,1J Vs?q) = (/,11) (53. ))= S1, I * <- wrac so Z= (TT)f29,12) [/. 0 0 ) :
555) 57 9 3=f5~55*/)(;)= // /0 2 fr T I 1 As,;;n,z = l5,o g j e : 7.55 f r i 1
- - . - = . - . - . . - _ . . ~.---. - . - . . .- . . - . . .- -- - -. . ECE ENGINEERING SHEET NO, ll 7 -.. JOB NO. $$l.?1...-. JOB A0IGAI L Ii W } !tU BY . '!? .. DATC ?$$5 CALC NO U/ /d_. , SUBJECT . . 6lfff m' J u/. J/4's ':/V//C_.o!(N L CHK'DdMM_ DATE 6[fdG_ C VOI T.I A?1emL wnu. n yec_Egrgrziq 'c x >) M c+10,r r 5l
. '31. 5 l '.- .--
d iw o = .si.ci e up yo, q z' 21}? [a-p i
\
'N,
~~ 4, , ,
'- g 23,69, j)= ('2TT)l'3C,y2) /, oG 3 : l0,fy f y s
]_ .__ ,
*?
a l J Nb's 0 e jt l ,s,43 Wr,,= (it.r3) { 9. 2 0 ) (l70)=ho.t K
, 21 n > ,
Z = [ TT} {30.4 z YMU) - 7'34 s Fr 4
/ m / /L )
l (WTsi + Wrs2)lz, J: (:(7gn): ig, u g p7 4 l h!T hs = { 6 0. t + 2 v, o) / z = gl.6 " l saow $ivant (ii) Ibiise = h 93/L = l47 fi*
-se 6.w.v r sz 91.13' f
l.4'q Qva 31.51 e 3173 ; 3j. 7z ' H %_' c ' '
,. i ..
2 pfz7.17 7,
- 5. s '~cc,, n '
-' < . - - N 2M1
[31 7:3 / try) l. tu) . 13.50 FT ' A= (tt)
- 31. T/ , '
/ ,
n n'rg,= (13. 56)( s','rs - z. o s )(. yge) = n. o x= (irdai. n>'l ei3) = 0 71s .=r + J = (i7ja)(2> : run er + (t 2.)
/) spsa = (/3,51)/L = d?. 7L fr
- i 4
_QE EQE ENGINEEMNG SHEET NO /20 JOBNO. 4.kl03 JOB A03/T'U E0/50AI AA'03 _ BY 'Il DATE5*!*
- l'3
, CALC. NO. U5/03 SUBJECT /26sC70' AU ' '!) / 'Vl' 3El5M P10ML CHK'D$d}}$_ DATE6/)N? C-o0/ 7,I f fu m 3N,a L. NoJEL /AoiW 7:43 (CCar D) 6LGA1dA'f* 3.3
- 31. zb '
12g(, : f3/,93 t 31,2b)l2 = 3/. St, ' f , 36 o1 gV T(G)
,, a,ss. e (si.ssv=n)ian is,n m 272s'c f liz) n,,, - . - _ g Q ll'I l Z UT) (34 5G)3 ( $/3) lp = ((,1l ff 4-7 31.'15' , z,o g o J= (2)(&G91)= /3,3 21 FT f
/buqa: /3.45/z - 4,7Z 77^
NTgy ; (Is,0) ( &.t3
- z.os) (,410) = 55 t*
- WT awc @ = (sg.t,+ze.o }/z = +0, 2: "
SEGiwir 54-
, 27.11' u Qvc,. = (27<17+ 3/,Lb)/t : 2 f. 5 7 '
3g , 44 99
,- g; g,y A = {2 71Y21,5 7)(* 'll3)lllL = l2.59 F T' 4P'g' 30,08
,' 99
' %^g = 5503 pr+
f.g3 1={n)(19.37J'(.1/3)llt O' , 212 f J =- (3503)(1) = II, 066 f T +- T / g,, 7g, o ASNc4K = l1.59 /L = h.30 FT
- 4 l' UT'St
- I395 'Y"k'U")* SV ?
te asoc @ = (59 9 e ss,s) /t =. sc , ,
- 2&pror 55 i 2 0.4 L ' Rauc, = { ZO.qt 1 17,91)/t, : 2 Y, i S* '
f,h ', 5).19 A = (LTT) (t 1,1s)(,513)l12 = l0 21 fr *
% g <tj A wtikt * /0. 2% 2= 3.14 f*r
- Q ; 4413 1,= (T1) (24.15)' .113)ll1 2 991 f t 4 1513 y / / ' -- -
7.7 _,75- g- J= ( 2 971)(t) = 6']1b Fi1
' 2737~
/ lt/T5s : (10, z.8 )(7.11) (. 490) = 4 9, 9 "
K Mr seg Q = (51.9 + 4 y,9)/z = 999
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. _ _ _ BY . O DATE 3 # ' i.1 CAi_C. NO. Y Z/#3 SUBJECT _/MLGEL /il*L D /** JE/M/.C_d%!ff- CHK'D@)/_ DATE 4/hf1
- C - 00/
11 DK vhn c WL L M 00ZL f}Cf.M f/[S /Cw 'd ) w.nrar ss 0,1vc . = ((20&L) + (/7 03 )f 2 = 16,75 ' A- f 211)(11,71) (z.i 2 n /it = 2 s, 77 f r 2- 4spaz = 25,72/z = Iz,ry f7r z= W) (is 7 s>' (z,6 2 r)/i z. = 'Is so rr 4 7: (ys3o)(t) e 9o60 Fr + Hr s;, = I'2 D 7 7)(5,73) (,99e) = 7'l, 'l " k wr ivooE (@ = (7 'I.7 - ti 4.ct)/z. = 57.9 M cnur s 7 (2 = 17, on' ' n = (z n)(17, o s ) (,470)/it = 5 79 F7' Asaur = 5,97/z = 3, o rr - Z = (7C(l'7.06) hl70) f/2 = fly fr V J = [874){ L); I 7 41 f T Y WT 57 = (5,99) ('t. 3 7) (. 490) = 27.5 " k WT N0aE @ = (2 7. 5 + 71,9 ) lz = 51 z SEG'4Enr 51 12= /7,os' A = 5,99 ft
- Asyggiz : 3,0 fr =
1= 3 7V fr 'l J~ = 17 % fr + K h/7 55
- 147~s 7 = 275 HT 27,5 N tvooC (5) = { 27 5 e 27. 5 }lz. =
.Su me,vr 59 p = 17,o's' A = { 2 T1)(17.o11 1. 2 G/11= ll,18 py
- 4.surne = ll.Ib /2 = 6. 59 / T
- 1= {rr)(I2,0't) (l. 25)ll2 = lb 31 FT 4 J=(zSIG31)= 3212. F T 0 kr sy = f/l. / 8 ) (1. 2 V) (, Y10): 11. 7 < /vfygg( Q :(t].S+ t1.1)l2 = L2,4 K G E G N fav r to O l1' : / *). ! 'l ' ,9 : I1. IT f f 2 ff sy,g,g = g,5y py v I: ll> 31 f7 Y f :- 3 2 4 E. F T Y i
uru = fu n >(7. oi) (.w>=ss.e 16 trobl (5p = f 11. 7 ' S t, y) /t = 21.l "
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7,1 Mvwct c JNCLL !!0 DEL Acoft4T! a (co,vr'o) srsmtar- ci Bits .SCCkicar i Nc c voi Tu s F Lu/6i 4sJ C s?<n h THE J//Ei L I I'/I6 , ill rH /? C kVfCM/MS. iCta'55 g y) J T/f'/^ti e/EC T)ltC K NiS3 /1 ror scar,sc iso x r m ci w navwac uno . sac . orrn. win 9/' O/%C TIE.3 &nfa qy J ll/s," 7)itcxNE,55 .qNJ Davald D dcccoNr FM LTiffEA!w6 l'iV%CT t'f 4Do tT/adML. M//fR/df. /]L 50 (NCAi&Uri l' illa H r E 3 7~/MNfM /JY SC Ye , I? = 17. 0g ' 4: ['217)(17 0f() (f 44) ( L)l/L = 25'. 7 0 f r ' A uica = 2C 7G /t = 12 tt f r > I = l rr] (ie.,s f(n(i,91)/i: = 19 70 Fr 4 J-(2)(W7ep 79 Yo fr9 Wrgi = ().s) (zc.19 (7 0) (. 49e >= 1s.e' L fl,$ # W Neat (& = (37 4 ' V5:) f: =
.SCGMEN r I. 2
/!.wt, , 5 fl1. 0'l) (3/4 ) = l2.1) '
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EQE ENGlfdlf?!NG I b., SHEETNO. ____ BY_':/f'/ DATE E ' ",3 JOB NO. Y2/dk _ JOB._.8/5TM Ed/M// F/ W G CALC NO '/UU3 SUBJECT _({4(70/2 64 /u)/& M/5<$/A' /t/#NG- CHK'D8M,$l_. DATE 6,S/I#3_ C - l)CI PFOOS TNL, 6/O. 3N/f/ O /Ind /?OyC70il' VdSSEL /t10 CCL farpf/2 7/f3 fC 0A'i'.0). . . . _ _ th:rrbwyc swma_c: . _ip
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ECE ENGINEUaNG SHEET NO. /33 JOB NO. j z/0 5 JOB _Mfdd.Sh.M(LL th'/V _ BY 'lll4 DATE E3 il CALC.NO ll}I03 SUBJECT.LddU^Q& AALUs!d'lr ML&h?!:..f1EdE? _-. CHK'D(d{l/f_ DATE hf55 C- 001
!.${00 NEq '5/V AN![!dL dd) GliEZh? '/'i Mf L MdM L. /DW'UTW.5(CcNi~D)___
VE 'n L L ((EA1&/7 :T fCCW7 U.)
UM; p,;wd;' rie3 aC > = f 7759 }((/;,. 91) ' ~ ll6,37)']: 19,I FT ' 4 v (nr, s ) 1: . 0y91 (oD - to4) = (, o ni)f(It.9n*-(Is.3v ] = tit s,y 27 4
~
A - l 4. l . 7, 3 S /~7 ~~ (nr.7) wi,vt .nne,f :
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. - . _ . . . -_ _ ~ . - . - . .
ECE ENG!NEEPtNG SHEET NO. /3Y JOB NO Y E/7 JOB _ 005/!/Y b/SSM bNS BY _ _%/M */ DATE E5 dE_ C AL C. NO. _Y O l E3 SUBJECT _88SIZM &E'"C- 9' ' M/ ' ? W /d b CHK'Ddg(lh DATE6[/'f1 C-gv/ Pf M ',inL , GlO. :/c!A d 4AO & QCT/a VE-1L: s'avML /2'Miii~w 5
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/D*4CrJd. 37llJ/L 'Edd .
3 3 *T 7%U3 5 l CWr"G: 45, 2 5 ty 1iy 5 4S f:( c;;y 9 : q._ .-k k'ls} cal = 3C?Too klpr (,74f, y) b l(= I/ K L1.tu.aj = 3 0? 5f O = /5 4, 750 lpr 2. IP d = f4 f 2. 0, Of1WCLL t 0, f, Sid /dtt) (Nd L L)
/4 (34. 2 1 2 4 . I )ls' '
= =
y , ( eir. c-iri i C-14 : S 8. //t.) l' = /3 4,75 0 < i' y- I' 77) diftl(T l m u i ritr 70 Ca rn rL l To W l' a = [2)(Isy7so)(Is): t/ g y z s o o " ~ "
;g e= h a n oi. m s K iz = ^1/6 = 4647700 = (99 ,s 37, 500 pr 1:/ nacidst l/l5
/:&tcTda J746)t/EEn ' t/SC J/i tt (L4/l P/20(fDval K ls/t<of E 91,01o "l:r i ( cap, c1 )
VM I.PGF JHtab twALL E22' (EH. C-Il2 5p. //t) pommvr 70 i:OrAric = (2 ) (yt oio) ( zz) Sn,to y,.g ( L) (2) o: % , noi+a Ka = M /e = T Vs!!O = _ 5,to<t, uo FT-K/.40iel
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EQE ENGNUraNG SHEET NO. _jg JOB NO. ItlH$-. JOB __!!@M9N ' 'blltd /Th '3 BY ,_NWl DATEE*)IE CALC. NO 'lfl0 !' SUBJE CT /WdUCI i Dill OV?r OEIS/PC ff(diL_ CHK'DCS0N._ DATE Q,/)l$ C.~ f> 01 1,2 TJ/W 3 M ddi l
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(; '!M A:~f //, j' 7/ Of it,2. , 'l32 A) A?Ca,il L C',1 J S V M m iit:Y C Wir / S~ W/:/j;ir = l 9 0, S S T CG:
,Dir, t.'gs3 : f!GJ. 5) f 32) : I? ?. 5 it.Lic L lf r (32. 2 )
oc TWn tal-- Tottu 5 FAE0 vi vCts S : .- f// 'ItI /MF. I i' , l'a /) //i 2'20 , INC /~LT/^1dDb) AJN& 6l'W: FREGVsA:L 'l = I72. IJ E. , ') L 3 0, i$ Y /r) c/ d? C 7 /e%' Cf f,y? nJgvifl(& " ico
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EOE ENGINEEftNG SHEFT NO. /N 8 03 70!V EdlS9^l Eh'!3 BY _ ulJJ DATE 5'5 'N JOB No .$l!21_ JOB CALC, NO 92/03 SUBJECT _fAscToel /;u/t04/6- dd/5/Y/C MS/2EL CHK'DM[ DATE 6y[".L C-00/ TCizus n udEL. 9/?UP EA T/EJ
- 9. 2- JUMM///2Y ~ T0/203 M ODEL 7S 1/ r l Te '
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- 72. 65. 7T o ,2s 73 0 -45,75 ,2c
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- QE ECE ENGINEER!NG SHEET NO.
IO7 JOB NO l?l0 3 JOB _$0 M'Y EJI30~ tVi] --- BY _NIA'I DATE ?$ Y cat.C. NO Y ?!05 SUBJECT ABCZ8 /B C'l L O!^'l~ $&l5dLC A^C4 B CHK'DL&Gh C*00/ DATE ffC. l(), 0 F L odit it f / ff IL /79 j]'l (N 5 t'!~ C TI S,V of- 7 Nil / ?f n fd/L t'JL//t o/4(+ f f 00C. L{ VE LS, 7]itL 2 3 ', it', h) 5/' W/L L NOi~ S/5/V// #/C,y'n r L '] Ri tt/l/f Y /?d3,f),VCf OLb5 72! F Lddd / T(4 Y/J/Lll)'o /]/,ESL fl OC,0 t'v,y M. d/S N !fl? W 60/fotr/ 57//FAMSJ dCL TO T)tC 5L16 77/K/:s%n.5M S, 6.6 4M 31 a'f.5
/
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- M
- 91. 2 T ' 30 @ /GS IT LINL 06Tiv'ish /\/t L5 7M5' 2I if li ?- 13 UNE 6LTWEEN PsN ALL 6 4 /43 Alava rivaS, ;7tunons As.saul c0MiM4rs 4citod, ALL i3EAMS Hd vi nig fact o wiNt- Cr oss secripN ,84ssa o,si MViry ci= 6W65.
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- 5 012" Tr8 (LL 19,25')
fof tr c Nitrar 6 SitEEI NO. _jy p__. JOB T40 8 ~/.R JOB A MON _ EM/6 .._.6 'd_.. . ._ _ _. - lW d' _ _ DAIL h5_Y5_ CALC HO .??'!5 %UHKC1 U RIM' .!V!LAlf4E0 ^f!C AHf5L C>tKD (.{$0]['- DATE 6,/~{l/,5 (-on/ l /0.0 /~l tl ult /~(f X / Jill T)/, C/MC V 6V /JiliVO , tjNO OLIAL!CdrL i.)Sf'VO kW 'li ') 3/Jft'7~ iK'06/ Atl ^ [ ID G Uri L it V fi? Q Ct. ) tHA ) . C //f G r, Noi?/9/ .D /CE - El /IT O sfiliff C l. tlc 6: j 7"yi t ? d l D} kl: $ t} ff4A1 ffDiL4 ('~4 L OAI Il [ t/b'[ f.'ff*' C ltjQ f C 4, 'l th) )( . Sf,y) , 23, 2% S ?igciiVG - 7,7C' l EL / /1 '-D " ll5 Y Y $ Lf r
~
f z: 2370 tw 4 d:24.t" 20" 9 1 * "; U '; } ia.3 il = 2 /. v., '
-I_ o m r-4 g'"c ' ,'$.
a C/MCf /93 4//CJ/74 l LflL"b5CC ' ('If0') l t ' 'a Q kl24 n4 (0N C, Sl/f G fffflI" / lld h /0/7/.' AIA $ A. 5' N' h l S/0 g - 2.% 2 T ; Z.9' 6~ ~~ 60 Wii, t/ 5 Cf(H 310A
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- z l
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g na.irer osci<
%vuxna c rit = [Gi C ) ( 115_) = 13 </. 2 (M
?. 0 y f/db sVf t/TCt}L sf y /.5 .'
l f 24, I (21.7)1 (131.2) (2'I. I 4 1,5 4 IL 5/z)= Sl75.2
? l 1
A r:r. = D 4.1
- 13'f. 2) ~ 151.9 W l 1
i N. 4 his = 3175. 7 l ($ $,9 = 3 2 , l,, ' ' \ l
m ECE ENGINEUaNG SHEET NO IN Job NO YllU? _ JOB lkfGBN.it.2!1W..ft/ f3 BY \'5'LI DATE 5 ?*?? i CALC. No l Z/ 03 SUBJECT AhCZol S ULLO /&'r_jff 5MJ C Af /$$L C-001 CHK'D0(0th_. DATE fff
/0.0 Fl uon- FuC//diL'TY GL,//7'0" [CJNT'o)
I nr,a = 251a < (24.1) f 57.4 - 74t/zf +(131.2) (w.t - 52.6 IM/z)*
=
2370 + 10 431 4 133 7 = l'l,63% 2 9__ w l
< 1;- cuecn stuar oi= inari,1 m n gc 7~~ " m ,~ D l3 IrJ 7 Yds ty) u.S r,qc 7g
/ ROD uni 64 f. I 4 - S' OF Mf, /5 24.1
-r 3 2, /, ,,
t m - Et?0n1 C-69, 4TML /2EtN/; 15 Nb D 9 I USE I/z." TD Q s. rt.L L t!sisf. a (, 9 'l AntA "G G/u? . l 4 W. *
/ V) J , t,, ,,
I I' 7, ,, h Ye ~' l1 5 7, ,, Ar 1 A M cf N wf. { 2 ' l'Oul5 " b (, 4 4 ) (it ) (H,4 )(t ) = D 9 ") 8 1. 6 b is ,_ s -
-a
't Kr= k- = Bl 6b : ,765 t
A3 tar 81, C61 24.7 c tb+ ' ' ) A *l E ' I 0 ' I :f(c /rY.t h ) a ( Iz.zs)] (/ uo)(naj)+(z a70) + (2)ls/.f 6)(L 25) (2> T com/*c.siyc = 16,767 GS 4 > I 4,4 53 & 4 4- G OV[ANS
%48 d64 0 to,11) = (/T. T + 4. 5le )(7. 75 ) [ ISO) : 1 7 z. " lpi I 2.
OL. 06CE: 5 f5/T'jFt'l(7.7T3
= . O'l "lfT suusu ou a no w (100isi)(,.,c): , ,1 e irr idT; Str1 L = .08 2.42. </fr
.=. . Ecc usweemo JOB _/fo SNLfM/3M/ /'4/3 'N' DATE il JOB NO. V 2/ U BY - CALC NO V2/03 SUBJECT _t[{sc roa B U/Loid6 3r tsmic____11lC0&L CHK'D.00[ DATE6,fhlh'] C-00/ l0,0 ftnot fLCXt0/UTY EL, // 7.'0 " f Carif'o ) [ k U1,00c) d )fl44 k?ff): y,j q yjo b w 1
/l5 weit. .Stn(ca., /%=AN Acrion pc.t t", ti;;up,a c m/ :
(, = 'l 51. ' E1% hCcE 6 7/ bf.576) z77 / u /y
= ( zq, suo19 4)(i4 sss)(n . z) . jy,5 e 8 :_,
___g _9._ s 2 2Ti ( 2. 6 ?-) (2 5. 2 5) 4 (IW cuco: usian piyco eao asm ,9cin,v fu.<, 7 p. s 76, casc e t>) f, : zzst ert z rr w .< u [,n = [2 7,4) (19,51.1. . 39, $ p ?, (907)
i
- 1 FQE ENGINEER!NG SHEEI NO. M/
JOB NO. _.8/$3 _ JOB O /JU# C'EA/ /'VAJ BY -- N/ > DATE N 'i I CALC No Y!IQ. SUBJECT NKM2 00#A/Nr M/94/C MdtWL CHK'D$s0f{_ DATE ?h2.
/00 M WL l'La1/GI6'~Y SPAN PARAMETERS FLOOR LEVEL = 117-0 BEAM SIZE = W24x84 SPAN (ft) = 23.3 BEAM SPACING (ft) = 7.75 BEAM AREA (As) in2 = 24.7 BEAM I (in4) = 2.370 BEAM DEPTH (d) INCHES = 24.1 n - 8.04 REIN. AREA (Ar) in2/ft = 1.17 REBAR VERTICAL SPACING (Rvs) inches = 6.25 YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi WEIGHT OF BEAM (W) klf = 2.62 SLAB DEPTH (S.D ) inches = 15.5 BEAM DECK DEPTH (D.D.) inches = 4.5 POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (f t) = SMALLER OF (2 *(SPAN))/8 OR (2*(SPACING))/2 2
- SPAN /8 - 5.81 2*(SPACING)/2 = 7.75 EFFECTIVE WIDTH (b) = 5.81 FT
= 69.75 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b'S.D.)/n
= 134.47 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A.
= 159.17 in2 N.A. = ((d' As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA)
= 32.58 inches up from bottom of beam TOTAL MOMENT OF INERTIA I tot = 1 + (As*(N. A. - d/2)" 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2))
- 2)
= 14.691.76 in4
toe monuma
$HEET NO.
!D jog . 6f @ g/ /dLEf?i_ 6 f 4 BY _l'M 'J DATE b 'M JOB NO, '/ 2/0 3 CAL C. NO.12/63 ' SUBJECT NT 9^ /Um's JE/I A//C /HJM( ____ CHKDIllM___. DATE 6[9 '1.
( - G Cl
/0,0 /~t G od t= { E/IJIUT Y FLOOR LEVEL = 117-0 BEAM SIZE = W24x84 NEGATIVE MOMENT Kr = Ar*(b)/(As + (Ar) *(b)) Yc = ((d/2) + (D.D.) + (S.D.))*(Kr)
= 0.768 = 18.65 in I tot = (((d/2) 4 D.D. + (S.D./2)) * (Yc) * ( As)) 4 1 + (((Ar) * (b) * (Rvs '2))/2)
= 16,754 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATIVE MOMENTS USEI= 14,692 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY Fn = (9.87 / (2
- pi)) * (SORT (( E
- l
- g))/ (W * (SPAN
- 4))
= 17.52 Hz ff /EA r%fn /)( f / (I// .'
f, : {22.4)f f'? 50 : M,$ /@ ((1,7 7 )
EQE EQE ENGINE E rdNG SHEET NO. ID - JOB NO S$21__ JOB _.. OW'M #9/M Mli BY ._.skd _._ DATE E[ '[I CALC. NO u ;M 3 ' SUBJECT /'/M(f(K dM LJ/#6 M.'M!$udH(AE.h...___. CHK'D._M[. DATE 6[/ M._, l l l0,0 f l ofic F L L /la /trr i SPAN PARAMETERS l FLOOR LEVEL = 117-0 BEAM SIZE = W36x150 SPAN (ft) = 33.0 BEAM SPACING (f t) = 7.75 BEAM AREA (As) in2 - 44.2 BEAM i (in4) - 9,040 BEAM DEPTH (d) INCHES - 35.85 n = 8.04 REIN. AREA (Ar) in2/f t = 1.17 ) REBAR VERTICAL SPACING (Rvs) inches = 6.25 , l YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi WEIGHT OF BEAM (W) ktf = 2.69 SLAB DEPTH (S.D.) inches = 15.5 BEAM DECK DEPTH (D.D.) inches - 4.5 POSITIVE MOMENT COMPUTE FFFECTIVE WIDTH (b) b (f t) = SMALLER OF (2'(SPAN))/8 OR (2*(SPACING))/2 2* SPAN /8 = 8.25 1 2'(SPACING)/2 - 7.75 EFFECTIVE WIDTH (b) = 7,75 FT
= 93 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b
- S.D.)/n
= 179.29 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A.
= 223.49 in2 N. A. - ((d' As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA)
= 42.13 inches up from bottom of beam i
TOTAL MOMENT OF INERTIA I tot = 1 + ( As *(N. A. - d/2)
- 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2)) 2)
= 41,326.08 in4
ECE ENGINEERWG gj ;j SHEET NO. JOB NO. MSld 3 . JOB.,__/(WM fdll6Y._tW5 BY __k 'i DATE CALC. NO U/ 73 SUBJECT #Ds/F dhid/4'A M/P//C NdML CHK'D.2djd_ DATE6 f.3_.
- C -J')/
l0,0 ft tH/1 /~ C dxt?! . ' r/ FLOOR LEVEL = 117 0 BEAM SIZE = W36x150 NEGATIVE MOMENT Kr - Ar*(b)/(As + ( Ar) *(b)) Yc = ((d/2) + (D.D.) + (S.D.))*(Kr)
= 0.711 = 21.46 in i tot - (((d/2) + D.D. 4 (S.D./2)) * (Yc) * (As)) + 1 + (((Ar) * (b) * (Rvs "2))/2)
= 41,910 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATIVE MOMENTS USEI = 41,326 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY f n - (9.87 / (2
- pi)) * (SORT (( E
- 1
- g))/ (W * (SPAN
- 4))
r- 14.40 Hz f/(CD /3GdA/) /)C 7/IN (q : [2 2 4) [/7,76) : 3 ?. 7 //& f 9'77)
imEr4GiNEEpird[ gp JOB NO _k$!fl. ._ JOB 603 U'
- # */'I ' ' #' -- BY _A DATE [ifE_
CALC NO 3$/AL SUBJECT _[0MF 4/'M/A M / '"'/' C /'/ 7<MC CHK'DhaC g_ DATE6[/[N_
- C -Cal
/0.0 ftofA n d/tJI!,tri SPAN PARAMETERS FLOOR LEVEL = 117 0 BEAM SIZE = W24x145 SPAN (f t) - 22.0 BEAM SPACING (f t) = 7.75 BEAM AREA (As)in2 = 24.74 BEAM I (in4) = 4,570 BEAM DEPTH (d) INCHES = 24.74 n = 8.04 REIN. AREA (Ar) in2/ft = 1.17 REBAR VERTICAL SPACING (Rvs) inches = 0,25 YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi WEIGHT OF BEAM (W) klf = 2.69 SLAB DEPTH (S.D.) inches = 15.5 BEAM DECK DEPTH (D.D.) inches = 4.5 POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (f t) = SMALLER OF (2'(SPAN))/8 OR (2 *(SPACING))/2 2
- SPAN /8 = 5.50 2 *(SPACING)/2 = 7.75 EFFECTIVE WIDTH (b) = 5.50 FT
= 66 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b 'S.D.)/n
= 127.24 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A.
= 151.98 in?
N. A. = ((d
- As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA)
= 32.98 inches up from bottom of beam TOTAL MOMENT OF INERTIA I tot = 1 + (As *(N. A. - d/2)^ 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2))' 2)
= 17,124.87 in4
l EQE frGINEETMG , I ' ", E' SHEET NO. JOB NO. $!03 JOB
~
OfJ/#4/ C/M O BY _'N ' DATE 5'Il C ALC NO.1/$ 0 3' SUBJECT /N GW 0 V/ 'd /#.I' I8'i'*f / C M id6 L- CHK'DMM_ DATE6/8 _ C-00/ l0. 0 /~/ 00iz /:ln f /d/L/T'l FLOOR LEVEL = 117-0 BEAM SIZE = W24x145 NEGATIVE MOMENT Kr = Ar*(b)/(As + (Ar) *(b)) Ye = ((d/2) + (D.D.) + (S.D.))*(Kr)
= 0.757 = 18.65 in I tot = (((d/2) + D.D. + (S.D./2)) * (YC) * (As)) + l + (((Ar) * (b) * (Rvs '2))/2)
= 18,944 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATIVE MOMENTS USEI= 17,125 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY Fn = (9.87 / (2
- pi)) * (SORT (( E
- 1
- g))/ (W * (SPAN 4))
= 20.85 Hz ff f /!A) 0/91/1 A(T/0')
t f.n= (20,65) [2 2 9) = 4 7.3 //E ( 9,U)
g . EQE ENGIN(( fang 7 SHEET NO. JOB NO. U/93 JOB ___3# W ## '9 /U d /' 6 < J BY 'll DATE E I'id V' Z'4% fE / W /C # #'#8 '-
~
CALC NO. W /03" $UBJECT 'W C / C CHK'D6cCJrk DATE S /[.$_ ' C 001
/00 ,cuj;c ptz;iniu 7y SPAN PARAMETERS
]
FLOOR LEVEL = 117-0 BEAM SIZE = W21 x82 SPAN (f t) = 23.3 BEAM SPACING (ft) = 7.75 BEAM AREA (As) in2 = 24.2 BEAM I (in4) = 1,760 BEAM DEPTH (d) INCHES = 21.43 n = 8.04 REIN. AREA (Ar) in2/ft = 1.17 REBAR VERTICAL SPACING (Rvs) inches = 6.25 YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi WEIGHT OF BEAM (W) kit = 2.62 SLAB DEPTH (S.D.) inches = 15.5 BEAM DECK DEPTH (D.D.) inches = 4.5 POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (f t) = SMALLER OF (2*(SPAN))/8 OR (2*(SPACING))/2 2* SPAN /8 = 5.81 2'(SPACING)/2 = 7.75 EFFECTIVE WIDTH (b) = 5.81 FT
= 69.75 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b' S.D.)/n
= 134.47 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T A.
= 158.67 in2 N. A. = ((d' As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOYAL AREA)
= 30.18 inches up from bottom of beam TOTAL MOMENT OF INERTIA 1 tot = 1 + (As*(N. A. - d/2)' 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2))^ 2)
= 12,576.28 in4
4 IGE EtGNEErrtti ,, JOB NO Y2/73 JOB 8 0 Sfj ^/ 6 2! M Y _ [ 6 ?? . BY _.1/N- . DATE $_.h'<?S CALC, no 42103 sug3tcr t?[ M isa 11U13/4 % l3Mic AfGaEL. cngp(QQg__ogigylqj_f. jj
- C ~ 00 /
/0,0 FL00/2 fiE//diury FLOOR LEVEL - 117 0 DEAM SIZE - W21 x82 NEGATIVE MOMENT Kr - Ar*1b)/(As + ( Ar) *(b)) Yc = ((d/2) 4 (D.D.) + (S.D.)) *(Kr)
- 0.771 = 17.71 in I tot - (((d/2) + D.D. + (S.D./2)) * (Yc) * (As)) 4 i + (((Ar) * (b) * (Rvs "2))/2)
- 14,792 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATIVE MOMENTS USEI
- 12,576 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY Fn = (9.87 / (2
- pi)) * (SORT (( E
- l
- g))/ (W * (SPAN ~ 4))
= 16.21 Hz rll U) BEdet &cr/?H l
(h, = f16 1)(? ? 'I) - 36,8 //E ( 'fa t 7) l l l l
EQE UGNEEf4NG j y ;' SHEET NO , JOB NO l/4/03 JOB __d'##^' 50$d^' #' - BY _dl+/ DATE NU C ALC. NO. .Y E /dI~ SUBJECT ACddfl& J u/M/Wr Sd/&^tC Mvd50 CHK'Dihd/[_ DATE d '/ _ C - 921 /O,0 f LOU /2 5L &Yl'5 / LIT'/ SPAN PARAMETERS FLOOR LEVEL = 91-3 BEAM SIZE = W21 x62 SPAN (ft) = 23.3 BEAM SPACING (f t) = 7.75 BEAM AREA (As) in2 = 18.3 BEAM I (in4) = 1,330 BEAM DEPTH (d) INCHES = 20.99 n = 8.04 RElN. AREA (Ar) in2/f t = 0.83 REBAR VERTICAL SPACING (Rvs) inches = 6.25 YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi WEIGHT OF BEAM (W) klf = 2.62 SLAB DEPTH (S.D.) inches = 15.5 BEAM DECK DEPTH (D.D.) inches = 4.5 POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (f t) = SMALLER OF (2*(SPAN))/8 OR (2*(SPACING))/2 2
- SPAN /8 - 5.81 2*(SPACING)/2 = 7.75 EFFECTIVE WIDTH (b) = 5.81 FT
= 69.75 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b'S.D.)/n
= 134.47 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A.
= 152.77 in2 N. A. = ((d
- As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA) j
= 30.52 inches up from bottom of beam j TOTAL MOMENT OF INERTIA ]
I tot = 1 + (As *(N. A. - d/2)"2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2))'2)
= 9,663.16 in4 )
l I I
-J
(CE ENGNfif4NG JOB NO. N/d JOB.._/h20'l EE/20d At'/M BY DATE EifS . CALC NO. $?' U
-C-001 SUBJECT M i1C TC/2 13UllD)Mr 5 f/5/4/C Afisk:L. ___ CHYD@()$_ DATE lO, O /~L 0M /~L E x /Gt L! TY FLOOR LEVEL = 91-3 BEAM SIZE = W21 x62 NEGATIVE MOMENT Kr = Ar*(b)/(As + (Ar) *(b)) Yc = ((d/2) + (D.D.) + (S.D.))*(Kr)
= 0.760 = 17.28 in I tot = (((d/2) + D.D. + (S.D./2)) * (Yc) * ( As)) + l + (((Ar) * (b) * (Rvs ~ 2))/2)
= 10,785 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATIVE MOMENTS USE I = 9,663 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY Fn = (9.87 / (2
- pi)) * (SORT (( E
- l
- g))/ (W * (SPAN ~ 4))
= 14.21 Hz fl/[O digtf A'C7/Ml (m =
l%E))(2^A):. 3 2< ?- ll ? ( is ( 7)
EQE ENGINE [ RING SHEET NO. /N JOB NO. Y'?/93 JOB dONI O/iV #' N BV 'I DATE E.. I"2 2. C ALC No. 'l 2l'I N' SUBJECT A/4:RM t)d/ L!)/Mr_j/'ISgfq_ P0Qf L.-.- CHV D@f.lfl. DATEblllk
' 0l l0. 0 fl0GH f:{f)(/d/L/7'y' SPAN PARAMETERS FLOOR LEVEL = 91-3 BEAM SIZE = W18x50 SPAN (f t) = 20.3 BEAM SPACING (f t) = 7.75 DEAM AREA (As)in2 = 14.7 BEAM i (in4) = 802 BEAM DEPTH (d) INCHES = 17.99 n - 8.04 REIN. AREA (Ar) in2/f t - 0.83 REDAR VERTICAL SPACING (Rvs) inches = 6.25 YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi WEIGHT OF DEAM (W) klf = 2.62 SLAG DEPTH (S.D.) inches = 15.5 BEAM DECK DEPTH (D.D.) inches = 4.5 POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (f t) = SMALLER OF (2*(SPAN))/8 OR (2*(SPACING))/2 2
- SPAN /8 = 5.06 2 *(SPACING)/2 - 7.75 EFFECTIVE WIDTH (b) = 5.06 FT
= 60.75 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b' S.D.)/n
= 117.12 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A. ,
= 131.82 in2 l
l N. A. = ((d* As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA) l
= 27.87 inches up from bottom of beam TOTAL MOMENT OF INERTIA I tot = 1 + (As*(N. A. - d/2)
- 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2)) 2)
= 6,696.94 in4
ECE [NGINEERING SHEET NO. /N JOB NO. #/2 /O3 JO B._ _ d ! F 4'/ /id/JC d /hY/'S __ BY d DATE I' N ' CALC. NO. llNN.L. SUB3LCT. Ef*/] C 700 8 V' W %'6* S E/J N I: M fOfL . CHK'D0;(,)h DATEblYl6 "l /QO FLOGt2 FLKfidtLITY FLOOR LEVEL = 91-3 BEAM SIZE = W18x50 NEGAT(VE MOMENT Kr = Ar*(b)/(As + (Ar) *(b)) Yc = ((d/2) + (D.D.) + (S.D.))*(Kr)
= 0.774 = 16.45 in I tot = Wd/2) + D.D. + (S.D./2)) * (Yc) * (As)) 4 i + (((Ar) * (b) * (Rvs
- 2))/2)
= 7,909 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATIVE MOMENTS USE I = 6,697 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY fn = (9.87 / (2
- pi)) * (SORT (( E
- l
- g))/ (W * (SPAN
- 4))
= 15.60 Hz F1/EO 6E4%f ACT!IN th ; f/ S 60) f 2 7. '!] - 3[o 9 l}E,
(:<.t v
ECE ENGINEf fMG j,gy JOB NO '/ f / 9_.. JOB _I(G D(f.Sil'Md/_ $ d_U . ._ B Y ._ b _ DATE [.i' ' CALC. NO YSLL. SUBJECT f _[l3ldif//{$6 2.@f_C.MMN CHK'Dhch[_ DATED [-(
'~0#' l00 SLCut? j~t'U/6/L /TY SPAN PARAMETERS FLOOR LEVEL = 91-3 DEAM SIZE = W30x108 SPAN (ft) = 34.8 BEAM SPACING (f t) = 7.75 BEAM AREA (As) in2 = 31.8 BEAM i (in4) = 4,470 BEAM DEPTH (d) INCHES = 29.83 n = 8.04 REIN. AREA (Ar) in2/f t = 0.83 REBAR VERTICAL SPACING (Rvs) inches - G.25 YOUNG'S MODULUS OF ELASTICITY (STEEL) E - 29,000 ksi WEIGHT OF BEAM (W) klf = 2.65 SLAB DEPTH (S.D.) inches = 15.5 BEAM DECK DEPTH (D.D,) inches = 4.5 POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (ft) = SM ALLER OF (2*(SPAN))/8 OR (2 *(SPACING))/2 2
- SPAN /8 = 8.09 2 *(SPACING)/2 -- 7.75 EFFECTIVE WIDTH (b) = 7.75 FT
= 93 INCHES COMPUTE TRANSFORMED AREA OF CONCRETE T. A. = (b'S.D.)/n
- 179.29 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A.
= 211.09 in2 N. A. = ((d
- As)/2) 4 (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA)
= 37,99 inches up from bottom of beam TOTAL MOMENT OF INERTIA I tot = 1 + (As*(N. A. - d/2)" 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2))
- 2)
= 24,401.29 in4 i
l 1
. . ~ - - l tot (NGttdErmG i SHEE1 NO /IY I JOB NO. YElM5_ JOB .._5!W AA'M A2/3 BY \' N '* DATE [ * "E E CALC. NOY 2/ ff.~._ SUBJECT /%49ff'I_jf@>4NG 14 /5/ //C f/AF L. V CHK'D$()fn_ DATED ['/ _.
' l0 0 FLQ0it. FLO/G/Li;*y l
FLOOR LEVEL = 91-3 BEAM SIZE - W30x108 l NEQATIVE MOMENT Kr - Ar*(b)/(As & (Ar) *(b)) Yc = ((d/2) + (D.D.) + (S.D.))*(Kr)
= 0.708 = 19.24 in i tot - (((d/2) + D.D. + (S.D./2)) * (Yc) * (As)) 4 i + (((Ar) * (b) * (Rvs
- 2))/2)
- 24,105 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE POSITIVE OR NEGATI\'E MOMENTS USE I - 24.105 in4 ASSUME SIMPLE DEAM ACTION FOR FREQUENCY )
Fn = (9.87 / (2
- pi)) * (SORT (( E
- 1
- g))/ (W * (SPAN
- 4))
= 9.99 Hz C HC# C V, f/?lo ve/V/ VS talt, ft /ED ~ f 10 0.? MA MCTION UNiCH IS Met:4 Affi2 CiMid76 pai? TNis ,5/ % V ddC<fus sG. OF l'ssh!.itd7 1
{[^$$() W {O/Y[/ $[$ $f,h h e
?
f 4 $ 4 m DUC 2b W WY (m f9. 99) 2 2 4 : 22.7 NE
'/. VI 7 I
1 l l
1 fGE ENGNfli4NG SHEEI NO _/ _ l JOB NO. J.8143_ JOB _/M40/f/_. $'l/E7'1E'S .__ BY ' N' DATE
~
CALC NO '/7/0L. SUBJECT / NSU$._fYSO. fd A7'0 d Ib _ CHK'Dhb DATE6 9.1
~ ( ~ 0 0l l 0, C ff 00/L FLA X f6 f t / 7 )'
SPAN PARAMETERS FLOOR LEVEL = 74 3 BEAM SIZE = W21 x62 SPAN (f t) = 23.3 BEAM SPACING (f t) = 7.75 BEAM AREA (As) in2 = 18.3 DEAM i (in4) = 1,330 M D/'# E' Y'U / DEAM DEPTH (d) INCHES = 20.99 //3 5 w.(6 /fv /%e' REIN. AREA (Ar) in2/f t REBAR VERTICAL SPACING (Rvs) inches = 6.25 5014 BL # /> 72-YOUNG'S MODULUS OF ELASTICITY (STEEL) E = 29,000 ksi ()/;g
,0 t/
WEIGHT OF DEAM (W) klf = 2.98 fj,g g . /, /6 SLAB DEPTH (S.D.) inches = 15.5 ' UEAM DECK DEPTH (D.D.) inches = 4.5 Ob' ' 2., 9 fAlff POSITIVE MOMENT COMPUTE EFFECTIVE WIDTH (b) b (f t) - SMALLER OF (2'(SPAN))/8 OR (2 *(SPACING))/2 2
- SPAN /8 = 5.81 2'(SPACING)/2 - 7.75 EFFECTIVE WIDTH (b) - 5.81 FT
= 69.75 INCHES COMPUTE TRANSFORMED AT i OF CONCRETE T. A. - (b' S.D.)/n
= 134.47 in2 LOCATE THE NEUTRAL AXIS TOTAL AREA = As + T. A.
= 152.77 in2 N. A. = ((d
- As)/2) + (T. A.)(d + D.D. + S.D./2))/(TOTAL AREA)
= 30.52 inches up from bottom of beam TOTAL MOMENT OF INERTIA Itot - I + (As *(N. A. - d/2F 2) + (T. A.)((d + S.D. + D.D. - N. A. - (S.D./2))
- 2)
= 9,663.16 in4
EoE ENG NEuruG SHEET NO. /N JOB NO S$$1_ JOB 8MT6'V / /Ji' / ///0 BY _.9 U DATE CALC NO.M2/2M_ SUBJECT #dff## d 'l" d'^'*' f'< *0 # ' -- CHK'D ./d_ DATE (y? _5_
'l*00l /0,0 Fl.00/' Filx/rsiciTY FLOOR LEVEL = 74 3 BEAM SIZE = W21 x62 NEGATIVE MOMENT Kr - Ar*(b)/(As + (Ar) *(b)) Yc = ((d/2) + (D.D ) + (S.D.))*(Kr)
= 0.703 = 15.98 in I tot = (((d/2) + D.D. 4 (S.D./2)) * (Yc) * (As)) + l 4 (((Ar) * (b) * (Rvs 2))/2)
= 9,671 in4 MOMENT OF INERTIA FOR FREQUENCY CALCULATION IS THE SMALLER OF THAT DETERMINED FOR THE FOSITIVE OR NEGATIVE MOMENTS USEI= 9,663 in4 ASSUME SIMPLE BEAM ACTION FOR FREQUENCY Fn = (9.87 / (2
- pi)) * (SORT (( E
- l
- g))/ (W * (SPAN 4))
= 13.33 Hz Ff/CQ /%2N ncrioN f,, = /3,3 3)f 2 2 S} . 30,3 N ?,
(9.v 7) COAllLus/CA/ F0/: f( 00L f( E X/6/L /fy BY /.l!& 'D'f/0N (F f/?EGui, s'c. Y i /MsvCTS, 72/E /~ U M J N/LL ti C r /: I G, !6 ( y , ME pftiv/Arun1 fdttjvfA'cy /%E f//dC hD di!,;ti c oiGiridd : /5 2' . 7 HP ( W30 ' /Cif 6 7 TV" 9/. .' f ' in t/LL) . mc tu rw.it fraw. itl cf 77;d /Ju1.um6 (ftyto ry5s AtJoil) Wil.L- OE l'dvC/J (Ok/fA 7114stl 77/t.5 (ftlLl/L flf. /AI WE ll- G //2, /]4NCE,) rpc raux,vcia w am:: .a x m., iv a v.aw,. n .v =c ,a
/bti', Ass ey/jp ys a= TIL LCM 2 60uNd of' ru O VE. fL L / l6%
~
A rj n. ', t it, fik 'C W. L! / ,
Reactor Building Major Components Lict - Revision 0 O h, . Building Elevation Equip. ID ;
# of items Description Weight / Item (Ibs) Reference Dng. SEEK 1.ac. Notes hp (V,VM)= Vendor Doc. -
Reactor (-) 17' - 6" X203 1 HPCI Turtine 21,000 2300-1-10 (V) 41500-1462 I h, P205 1 HPCI Pump 16,310 2271-21-2 (V) 41500-1446 1 G 3, , X202 1 RCIC Turbine 2,500 2059-2-12 (V) 41500-1397 I IN M P206 1 RCIC Pump 6,820 2287-23-3 (V) 41500-1459 1 Q , E207A,B 2 RHR lleat Exchanger 40,000 2521-5-4 41500-1653 yy l P203 A,B,C,D 4 RHR Pumps 10,900 2331-12-5 41500-1496 2 _l 3 % P209A.B 2 CRD Pumps 6,750 M9-13-1 41200-4428 1,3 M9-14-1 41200-4429 - P2IS A,B 2 Core Spray Pumps 9.330 2249-24-1 (V) 41500-1439 2,3 23' - 0" Various SDIV East / West 145 2 CRD Hydraulic Control Units Scram Discharge Volume Tanks 785 44,700 MIDIl-3 CIS.O.1402, Rev. 0 41500-0167 2714-0685 10 , 2 MCC D7 1 MCC Environmental Enclosure 17.1% CYGNA Calc. C7 3206-0271 16 4
]
MCC D8 1 MCC Emironmental Enclosure 19,361 CYGNA Calc. C7 3206-0271 5 MCC D9 MCC B17 1 1 MCC Environmental Enclosure MCC Environmental Enclosure 20,861 16,118 CYGNA Calc. C7 CYGNA Calc. C7 3206-0271 3206-0271 6 7 f3 7'. ' MCC BI8 I MCC Environmental Enclosure 19,512 CYGNA Calc. C7 3206-0271 8 - ' MCC B20 1 MCC Emironmental Enclosure 14,286 CYGNA Calc. C7 3206-0271 9 51' - 0" VUI t 201 A B VSF101 A,B C 2 3 SBGT Filter Assembly Turbine Bldg. Supply Fans 6,600 8,000 6498-M-50 (Spec.) M339 2705-0125 15 d 41100-2035 11 T208 1 C.U. Backwash Receiving Tank 16,875 2718-1-2 (V) 41500-1897 2 E208A,B,C E216A,B 3 2 C.U. Regen Heat Exchanger C.U. Non-Regen Heat Exchanger 7,920 4,675 V1034 (VM) V1034 (VM) 4324-1844 4324-1844 2 2 Z 74* - 3" X204A,B T204 2 1 Motor Generator (M.G.) Sets Fuel Poot Demineralizer 95,000 13,200 2483-21-1 (V) MI55-7-3 (V) 41500-1599 41200-7434 13 2 Q
--. j-E206A,B 2 Fuel Pool Heat Exchanger 3,900 M i1-2-5 412004451 2 C T216A,B 2 C. U. Powdex Units 8,850 2640-003-5 (V) 41500-1712 2 I VSF204A,B 2 M.G. Sets for Supply Fans 1,880 M339 41100-2035 II N/A N/A Spent Fuel Cask 52,000 ELNRCI.2.83.181 1434-2081 18 78' - 3" N/A 1 Spent Fuel Pool 2,500#/sq fl. SUDDSRF 93-001 Not Available 24 9 t* - 3" T205 1 Standby Liquid ControlTank 46,500 2036-22-1 41500-1378 2,21 T201 A,B 2 C.W. Surge Tanks 5,800 M22-4-3 (V) 41200-4835 14 X219 1 New Fuel Storage Vault N/A N/A N/A 23 N/A N/A Contaminated Storage Area N/A N/A N/A 19 6 N/A N/A Drver/Ssparator Storage Pool N/A N/A N/A 20 S Page1 D y
Resetor Building Major Components List - Resision 0 O Building Elevation Equip. ID # of items Description Weight / Item (lbs) Reference Dn g. SEEK Iac, Notes yd Reactor 117'- 0* H2O1 X208 1 1 Reactor Building Crane Refueling Crane 252,000 40,000 C158 MIMA-22 41100-0236 41201-0633 17 ,y 2.2 : Aux. Bay 3' - 0* E209A,B 2 RBCCW Heat Exchanger 67,000 M11-52-2 41200-0688 2 f}hg 23' - 0* E122A,B VHWB101 A,B 2 2 TBCCW Heat Exchanger Aux. Heating Boilers 29,000 46.700 Mi1-3-8 M40-2-2BC 41200 4 452 41200-5213 2 2.12 oQ4 OW' ' T121 1 Acid StorageTank 94,700 M22-1-4 41200-4832 2 A T122 1 Caustic Storage Tank 29,660 M22-24 412004 833 2 Turbine $ 1' - 0* P103 A,B,C 3 Reactor Feed Pumps 39,050 M5-4-7 412004 237 1,3 Notes: 1. Does not include pedestal weight / baseplate weight included
- 2. Includes fluid weight for full operational condition
- 3. Includes weight for pump and motor l l
j
]
- 4. D7 weight distribution: MCC=6,750#, Enclosure =8,686#, Insulation =1,760#; Ref. Dwg. E9-1 (41201-1080) '
- 5. D8 weight distribution: MCC=3,750#, Enclosure =12.336#, Insulation =3,275#; Ref. Dwg. E9-2 (41201-1071) l
- 6. D9 weight distribution: MCC=5,250#, Enclosure =12,336#, Insulation =3,275#; Ref. Dwg. E9-7-9 (41200-3367) I,[
- 7. B17 weight distribution: MCC=7,150#, Enclosure =7,123#, Insulation =1,845#; Ref. Dwg. E8-13-8 (41200-3312)
- 8. B18 weight distribution: MCC=7,150#, Enclosure =9,712#, Insulation =2,650#; Ref. Dwg. E8-15-7 (41200-3314)
{
- 9. B20 weight distribution: MCC=6.500#, Enclosure =6,136#, lasulation=1,650#; Ref. Dug. E8-19-9 (41200-3318)
- 10. Approx.1/2 of total # of HCITs located west of drywell; I/2 cast of drywell; Ref. FSAR Fig. 3.4-9
]~
- 11. Includes fan and motor weight without pedestal or grout pad. l l -
- 12. Weight of water estimated from boiler tube heated surface area; approx.1,000 gallons or 8,300 pounds.
- 13. Weight is for motor and generator as a set.
2 l
- 14. Weight of full tank computed using dimensions provided on dwg. M22-4-3.
- 15. Filter assembly unit weight uhen operational. Does not include weights of pipe supported valves.
O
-y
- 16. Weight of tank, fluid, and shielding included. l M
- 17. Includes weight of bridge crane and trolley; Crane capacity rated at 100 tons.
- 18. Total lilled weight which includes load of spent fuel; BECo does not currently own or store a cask in the pool.
- 19. Minor items such as tools, maintenance equipment stored in this location; no weight estimate available.
- 20. During periods of operation, pool is normally empty; During refueling conditions pool contains water, dryer, and separator.
_21. Total weight calculated using information from MIF3-2 (41500-0279) and listed reference drawing.
- 22. Total dead weight of refueling bridge without hoist lo:ds.- l l
- 23. Based on phone discussion with 1 White of EQE, weight will be covered b* floor deadweight allowance. i
- 24. Weight in spent fuel pool afler rerack to 3859 cells; each fuel bundle is 680Nith 411,300# for the rack structure; water weight not included; surface area of pool is 40' - 4* X 30' - 6*. l l k
Page 2 E
Ar7&Mmsg 8 9 .15 9 M //3 CHECKING CRITERIA CHECKLIST fW M, I -v 73, /03 -? J/5, //7-4 /5h Cl!ent 89.sfM) EDuov' Proioct W5' B' N AO Job No. M/d 3 Calc. No. C-88/ Revision No. O Criteria Yes No N/A Comment No.
- 1. Originator followed defined procedures. /
- 2. Title, purpose and function of the work checked are adequately described. /
- 3. Work method clearly stated and appropriate. /
- 4. Assumptions identified. Open items flagged for subsequent verification where necessary.
- 5. Technical bases and referon;os current, correctly selected, and incorporated.
- 6. Technicalinput properly selected and adequately identified. Any specific input to be excluded are adequately identified.
- 7. Applicable codos, standards and regulatory requirements identified and properly used.
- 8. Analytical steps can be verified without recourse to originator.
- 9. Each page of the work identified and traco-able to originator, date and job or equivalent control number.
- 10. All markings legible and identifiable. [
Page / ofJ 8D8188#9 SEMAA 9
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/ 777/ LAW,T,V7 & U' SM :/3 CHECKING CRITERIA CHECKLIST F02 DN, / -> 73, /c]3 -+ //5, //7-? /Sb Cf;ent 2 0s 7 0 +) A Pts o iJ Project W OM AN
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Job No. 4 A /f) 7 Calc. No. Revision No. O Criteria Yes No N/A Comment No.
- 11. Work clearly references any final supporting computer runs.
- 12. Final computer runs include input listing and output.
f
- 13. Final computer runs contain unique number identifier. /
14.Rosults consistent with inputs, technical procedures, and other project critoria.
/
15.Results are reasonable. /
- 16. Revisions are clearly documented. /
- 17. Technical interface requirements in the Project Plan have boon satisfied.
18 All documentation available to checker. /
- 19. Computer program version identified. [
- 20. Computer program version certified and application valid.
Checked by: *e*1 Date: 6 MN1 - g / '
"[ Page 8 of ,3 Y b WWi M $$#O E
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#43/.5 CHECKING CRITERIA CHECKLIST foc 50. l --+ 7' 6 , 103 AIIS, //74/sb Client Bos7w) St 5 o d Project b SDG AW5 Job No. 4A/03 Calc. No. [*00l Revision No. O CHECKING CRITERIA CHECKLIST Comment No. Comment Resolved by:
Date:
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