ML20137H013
| ML20137H013 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 03/05/1980 |
| From: | Williams H TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML17198A292 | List:
|
| References | |
| FOIA-85-59 QI-QP-11.0-5, NUDOCS 8512020300 | |
| Download: ML20137H013 (141) | |
Text
(
- k INSTRUCTION ISSUE l
TEXAS UTILITIES GENERATING CO.
NUMBER REVISION DATE PAGE j
Q CPSES i
i i
l QI-QP-11.0-5 l 2
3-5-80 l1 of 5 I
i i
C CR E RE IR PREPARED BY:
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DATE b
APPROVED BY:
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DATE
1.0 REFERENCES
1-A Specification 2323-SS-9, " Concrete" 1-B 35-il95-CCP-12, " Concrete Fin (s,
- g Fin' d Pre-it N paration of Corstru Qs.
Wt H
i f2.0 hN CENERAL mV j2.1 PURPOSE AND SCOPE To describe the method for QC inspection of repairs to concrete surface defects and defective concrete to ensure compliance with Reference 1-A.
2.2 D E F IN I'IION S 2.2.1 Concrete Surface Defects Surface defects shall be defined as minor air pockets, tie holes, honeycombing, sand streaking and, where sub-i sequent coatings are to be applied, from fins and protru-l sions.
2.2.2 Defective Concrete i
Surface defects shall be considered defective when, during removal to sound concrete, reinforcing steel is exposed.
3.0 INSTRUCTION 3.1 VISUAL CHECK OF CONCRETE SURFACES a.
Immediately upon form removal, the QC Inspector'shall I O visually inspect the concrete surface for defects as
\\~2 defined in Paragraph 2.2.
8512O20300 gS1106 hI)lL PDR FOIA PDR GARDE 8S-59
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TUGCO OA
4
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s INSTRUCTION ISSUE O',
! TEXAS UTILITIES GENERATING CO.
REVISION PAGE NUMBER DATE CPSES QI-QP-l'l.0-5 2
3-5-80 2 of 5 i
b.
If surface defects are noted, the QC Inspector shall verbally notify B&R Construction to repair the defect in accordance with existing procedures.
}
c.
If defective concrete is noted upon form removal, or rebar is exposed after shipping to sound concrete for surface repairs, it shall be documented by the QC Inspector on the Defective Concrete Report (Fig-ure 1) or a honconformance ~re p o r t.
The NCR will be issued when requiring engineering evaluation prior to
~
doing any chipping to the defective area.
3.2 INVESTICATION OF DEFECTIVE CONCRETE a.
The QC Inspector shall submit the Defective Concrete Report (Figure 1) to the Civil Inspection Supervisor /
Designee for review and investigation of the defect.
b.
If the defect is of a unique nature, it will be so noted by the Civil Inspection Supervisor / Designee in
(")/
the disposition portion of Figure 1.
The cognizant
(.
QC Inspector will then issue a nonconformance report.
c.
If the defect is routine in nature, the Civil Inspec-tion Supervisor / Designee will denote in the disposi-tion portion of Figure 1,
the applicable sections of Reference 1-B to be used for the repair work.
4 3.3 DEFECTIVE CONCRETE REPAIR PROCEDURE For repairs indicated to be unigue in anture on the De-fective Concrete Report (Figure 1), B&R Construction will establish a repair procedure (disposition) in response to the nonconformance report and submit to the TUSI Resident Manager for review and approval.
i 3.4 INSPECTION 3.4.1 De f e c tive Concrete Repairs The Civil Inspection Supervisor / Designee shall review the approved defective concrete repair procedure and direct the cognizant QC Inspector to prepare a checklist on the Inspection Report (Figure 2), to ensure compliance with the approved procedure.
The following inspection items will be verified:
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INSTF.UCTION ISSUE
[EXAS UTILITIES GENERATING CO.
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CPSES l
3 of 5 nT_np tI n.,
2 3-5-80 Ref'erence to approved repair procedure, a.
b.
Date of repair, location and name of inspector.
c.
Preparation of affected area.
d.
Inspection of bonding material, proportioning and mixing.
e.
Placing Technique.
f.
Curing.
3.4.2 Surface Defect Repairs An in-process monitor of routine surface defect repairs will be conducted by all Civil QC Inspectors to ensure that only speci-fied materials, surface preparation, placing techniques and cur-ing methods are being used.
3.5 DOCUMENTATION
()
3.5.1 Defective Concrete Repairs j
a.
The QC Inspector shall verify the satisfactory performance of the checklist items on the Inspection Report (Figure 2) and submit it to the Civil Inspection Supervisor / Designee, b.
The QC Inspector shall verify satisfactory completion of the repairs by signing the " verification" portion of the nonconformance report.
3.5.2 Surface Defect Repairs The Civil QC Coordinator shall verify a continuing in-process monitor of routine surface defect repairs in his area by sub-mitting an Inspection Report to the Civil Inspection Supervisor /
Designee when so directed.
I O
TCcCo QA
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l lSSUE l
! INSTRUCTION '
PAGE REVISION O
NUMBER
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! TEXAS UTILITIES GENERATING CO. I I
l DATE l
1 CPSES j
Ql-QP-ll.0-5,
2 3-5-80 4 of 5 FIGURE I DEFECTIVE CONCRETE REPORT PROJECT: CPSES JOB No. 35-1195 UNIT:
PACE OF STRUCTURE:
POUR NO:
DATE OF POUR:
1.
TYPE OF DEFECT:
A.
REBAR EXPOSED DURING PREPARATION FOR SURFACE DEFECT REPAIR O
B.
REBAR EXPOSED UPON FORM REMOVAL 0
C.
LINEAR FEACTURE WITH EXTENT UNIGOWN O
2.
LOCATION OF DEFECT:
A.
MAT O
B.
ELEVATED SLAB BOTTOM O TOP
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C.
WALL O
D.
CURB O
E.
BEAM BOTTOM O SIDE P.
COLUMN O
C.
BLOCK 0UT O
- u. OmR 3.
EXTENT OF DEFECT:
A.
SIZE: LINCTH WIDTH DEPTH B.
NUMBER OF REBAR EXPOSED 4
DESCRIPTION:
DATE QC ENGINEER / INSPECTOR 5.
DISPOSITION:
A.
NON-ROUTINE REPAIR; DOCUMENT WITH N.C.R.
B.
ROUTINE REPAIR IN ACCORDANCE WITH SECTIONS O
OF CCP-12 w/
DATE CIVIL INSPECTION SUPERVISOR TUGCO OA
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i INSTRUCTION IS UE REVISION PAGE I
,O-NUMBER j
DATE TEXAS UTILITIES GENERATING CO.
CPSES i
j l
Ql-QP-ll.0-5 2
3-5-80 l5 of 5 FIGURE 2 I
CCfA Att CH E PEAK S TEAfA ELECTRIC S T ATION swerr er j
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-GdF9.- J li'{ MAY 0 51980 4[
April 29, 1980 i
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Texas Utilities Generating Company Post Office Box 1002 Glen Rose, Texas 76043 Attention:
Mr. J.
T. Merritt Manager of Construction & Engineering.
Gentlemen:
TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION 1981 2300 MW INSTALLATION G&H PROJECT NO. 2323
' UNIT 2 REFUELING POOL CORE WALL CONCRETE REF:
GTT-4889 OF 3/14/80 (3
LJ
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Peferenced telex transmitted a draf t position on the subject concrete for your review and comments.
We' understand.that the site has no comments to offer.
Therefore, as requested by the site, we are transmitting the attached report for your use along with the supporting calcu-lations - Book No. SRB-ll8C, Set No. 3, Sheets 3/1 thru 3/125,'
inclusive.
Very truly vours, B & R OCC DIST.
l TBBS & HILL, Inc.
l P30;ICT lLA.
l L/" 4. 4 -
N FT E CT Ei:CTi.
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HRR-ELB/AMK: Ic Harvey R. Rock
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1 Letter + 1 A Manager of Projects g
h ARMS (B&R Site) OL + lA FROJECT C0:4T. EftGR.
J. Allen (TUSI Site) lL 1A (Hand delivered) 7,,gg g
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Kuykendall (TUGCo Site) lL 1A PR?;ECT CIN. MGR. l g
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UNIT 4 2 REACTOR BUILDING REFUELING POOL April 29, 1980 CORE WALLS CONCRETE R//W5945 _
As requested, we have reviewed the design recuirement in order to verify if concrete of strength less than originally specified in the design, is acceptable in the area in question, This review has been made and the following is an outline of the analysis procedure used and conclusiens derived.
J i
Analysis Procedure:
Steam generator compartment #4 has been chosen to be the typical Based on the existing computer analysis of the 4 compartments.
and design, the relevant finite. elements (plate s) have been tabulated along with the upper bound forces and moments (Fx, Fy, Fz, Mx, My, Mz).
These forces and moments tabulated, do not necessarily occur simultaneously in the same loading combination.
It should be noted that this is an upper bound approach, and is very conservative.
Based on these upper bound loads, ccrnputations were made to arrive at the value of the minimum concrete strength required.
If it was found that the required strength was in excess of 3000 psi.
(Note :
Design strength is 4000 psi and field cured cylinders j
average close to 5000 psi), then additional calculations werd made 4
by using the actual load combinations, thereby, obtaining a more realistic value of the minimum concrete strength required.
As it is the concrete strength that is being investigated, all the types of stresses in concrete are reviewed, namely:
a)
Compressive stresses due to bending and direct compression.
b)
Shear stresses due to all loadings including embedment pull out loads.
c)
Bond strength to ensure adequate developments and anchorages for rebars.
==
Conclusions:==
i Calculations indicate that a concrete of 3000 psi strength isfor adequate for compression stresses and for rebar development, the S. G. compartment wall areas referenced in the NCR's C-1766, C-1784, C-1791, C-1824.
f For shear strength requirement, in a small area in each S. G.
+
compartment.between elevations 841'- 0" and 852'-0" for a width of 6'-0" (from the f ace of the cross walls) on either side of the East West cross walls separating the compartments, the concrete o
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has to be 4000 psi.
For the rest of the area, 3000 psi concrete,is adequate to resist the maximum design loads.
Attachment il shows the walls under investigation.
Attachment t
42 shows the small areas which need 4000 psi concrete.
The relevant calculations for the investigation are in calculation book SRB-118C, set 43.
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STRUCTURAL CALCULATIONS COVER SHEET _
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JOB No. 23 23 BOOK No. SRG -116 C CALCULATION SET No. 3 l
DIN 6 - RGF0ELING Oct1-G(16 30ALL
&GA de St DESCRIPTION:
- NotJSN CO Mt1 RELEASED FOR REVTEW _
JOB ENGINEER,f-/[
DATE:.I~ I-N ORIGINAL ISSUE _
SHEET NUMBERS: l-l2.g DATE: 3 -- d-l'c DESIGN REVIEWER-3ON DATE:
JOB ENGINEER-I REVISIONS:
SIGNATURE SIGNATURE SHEET NUMBERS SHEET SHEET DESIGN JOB REVISION SUPERSEDED NUMBERS NUMBERS REVIEWER ENGINEER NUMBER OR DELETED ADDED REVISED DATE DATE i
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D E SIGN R EVIEW - C AL CU L A TION S - R E CO R D FOR M R.
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PROJ ECT CLIENT Far nh// - h6 (d r.2. c_,. Lv 2
- Relha, CALCULATION DESCNPTION J
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. l "l D3 DATE CALCULATION NO.
COMMENTS ARE AS NOTED ON CALCULATION SHEETS EXCEPT AS STATED HEREIN:
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%c REQUIRED ACTION k!Wf-
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WW 3/3th DATE DE32@4 REVIEWER TESQ NO Q scoutnED ACTION SAT srACTUNLY COWPLETED
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DATE DESICH REVIEWER F.733, t174 e,
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O TITLE R.6.d d,2 Rek,ig @Df @ C N8[f-ks%/ b'k
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p JOB NO.
23E3-/51 iLI CALC. NO SEO- 08C Sil' PREPARED BY fw4 3 S 80 j
DESIGN REVIEW PROCEDUPI STRUCTURAL CHECKLIST - CALCULATIONS CONSIDERATION ITEM USNRC " Current Events-Power Reactors" and " Operating Experience" records J
have been considered, where applicable dj'k (Ref. Job Engr.)
Scope: covers all intended work, no interface gaps, no' overlaps (Ref.
/
Project Guide) l.
Assumptions are listed, cicarly defined
/
s and reasonable
}
References, including other calculations and sources, are listed A description of the methods of analysis and design is included (Ref. PSAR)
Formulae and equations are applicable
/
l and defined I
Mathematical check indicates satis-factory solution j
Conforms to specification
/
I Loads are correct (Hof. PSAR) (includ-ing Environmental Considerations)
F,722., 10-7r.
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I TITLE k h.((w b-2 kehdi,.3 ffp( M Wak "
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JOB NO.
13 2 3-Gl
- CALC. NO..s(1.6 - nic.SCf-3 (sH I-t1s]
0 PREPARED BY DESIGN REVIEW PROCEDURE STRUCTURAL CllECKLIST - CALCULATIONS
~~
CONSIDERATION ITEM Deflections and displacements are suitable and reasonable (Interface gQ with other disciplines)
Compatible with equipment information M@
I (Loads, Dimensions)
Description of materials included V
M (Ref. PSAR)
- s Compatible with soils capability g jg (Ref. PSAR and Soils Report) i V
Compatibic with related drawings V
Conforms to PSAR Specific references to codes and stan-dards are included and conforms thereto
/
j (Ref. PSAR and Project Guide)
L Conforms to Structural Design Criteria
/
l Interface with other disciplines has been g
accomplished SE f*
W' Additional for Computerized Calculations:
Proper Computer Program (Ref. PS75P.)
gQ(
ha: been approved for u.c P-722A, 10-76 l
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M M 3' 6Dl CALC. NO.
.5(6 - llfC 467'3 hN' I# I 3 E,ht, PREPARED BY DESIGN REVIEW PROCEDURE STRUCTURAL CHECKLIST - CALCULATIONS
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ITEM CONSIDERATION Data Input, Assumptions and Model are Qg ke.vis a.j listed, defined and are satisfactory
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g4 8th M fvevio-U Interpretation of output is included f
ce(c hJits Check results for reasonableness; preferably verified by a simplified p'/ A i
parallel check (Ref. PSAR)
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Properly indexed and filed
/
Note:
Design reviewer's signature confirms that design reviewer has considered each item on the checklist.
/
Signifies design reviewer's completion of review i
NA Not Applicable
,o 6
i F-722B, 10-76
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.d K....s....l.i.e.......
1 cm....
.s.. [.w.S. apt.'c
.......e.%..............
,,,,,,u.......
....c,,,m m...
sh.lt.e 0) m,..... n u..
(sc,,..,....
.. c.2
_).,..
R 6.
B.
Ev...n L...I.N..G....P.e.. d L.._C.c....R.E. W.M.._)..
%..N E Y..c..c...M...!.b...
e n
.................. ves 3
,o a c,....c.................-
I
.la...
n...c....
s t.e. s p i...n o m....
_j._
RESULTS
/
ros Fou.o N iN G.
A9E TH E.
t.ts r OF 34 PLA T ES To Be hW CST ) G A rE t),
/
./
/
/
'P L.A 7 E.
No l o t f, 1012,101 7, l o l S, G 8 2.,13 BE,
/
/
/
/
( 3 84,13 55,13 8 G,1387,lS 68,156 9,
/
/
/
/
/
/
139o,139i,1392_,139 3,1394.,1395 '
/
/
/
/
/
/
139 G,13rl,139 s,/13er v,1400, Ico I,
/
/
/
(~
I G 91, 169 2, I G 9 5,1696,1 G99,
/
/
/
/
/
1700,1705, 17o 4, G o ~7,170 8
/
FoR DE.Sc.9hP71 DM OF LO AC S SEE
(
SH 3 105
. emm>
(
8 M.
- b O o @e
^^^M emme.
.e e
m ab 598 h.
e.
66 6e.
.(
J I
.=rn.m-.-
.ew, y--s-
-r--
~.--*e.
--s-ee--
O MARCH 1960
- ""..' m _',. c
~ ' " * * ~ " " "
Glbbe S Hi11. Ino.
. 3......s.......
c......
S... S. ex.. _&..;;...
sa.. u 5,,smu.s. on, u.s. ce,,51.vcro.
"'~2323 c.1 fo6.)
usw voan
~ " ~ ~ ~ ~
7.,.". '". '.'.'
."~"K...~.t.o.. b...~. i.".t.m. _P.o o L c. o R.t k'.A_u....... e k EY.Co M S..
I.
~"
s
. u. i..,...., n. i..... us g, o _.
es......c.....4-............
m,....
t.
I
- w. e....._
N. A
- n.. rsan 2
o,
.I._..__--....-..-.._..._.._-...
RESL'LTS T A e>t E.
OF CO 14 TEN T.5 SHEET No I TEM A.
PRostcto STATEMENT
.3 /l Tl4RU 3/4 E
G C.N W A L.
_ hj o EX 5/o A
c.
O ;. MAYtMOM CcM P RS.C 90tJ
'b/G THRU 3 57 /
\\NV C.(T \\ G ATi CW P,SHE.AR IUVE.5mG AT )o tJ 3/:28 TKPU 3/il.G
./
E., t> t.wa.opto.T Lt.ucTu 3 / 11 7 i nn 1.jiz4 lN VC GTIG AT lDN t.
CON CL U G l O td 3 / 12 5 I
I l
W
- 9.-
- 8h.e ef e'.ea.W h eye.. e
.-..*d.=.*'9
- +.s.+n asem.Ju+.+==
.e-+
-~
Cast Ne. s.. R....e......u...a:
Dsis.
.F....e....s....
- 19. 8... 0
.v......
g g
Cole. 8v.
5...
6.. 4 +s a. = k.
..G...** **.*
38 * * ' N *. *. -
gNGmit RS. Ot 51GNE RS. CON 5tRWCTORS c. n 2.. N.. 2. *.
- m.~..
o
=
R N m Yea =
i
..uA,,r....
- c. z m,
.e 2,
e
(
-e.i 6....
f3_ E. F.U. E L.. I N g,..
P. o. c.....k...c...o=R..E...,...W...A.L L...
.H.. O...N..E....T..C. O...M B..
Q
~
.Nusieer Seiety Reasied: YES w NO w Cheekera Cesaments Aeceated By -.
Wissenets..=.a====~====.-=====~.-~~.*=.=**a-~~~~a."~~..a.==.==*=~.
1
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- - =*~~~.-
Mil. Codes
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SEE S H G/.::>
..~..==.~===.-======*======.-~*=*.=**~~*-~.a=~*"
-. ~ ~
~
i RtI, rsAR
..==-===.-*-*===~.a==~~=*a**=a***.=**~~******.**=.*==*.a
-. =~~~ -~~~~
Othir Ref.
~ ~ ~ ~ ~ ~ * * ~ ~ ~ ~ ~ ~ * " " * -
=
*a==
Awem otaen s.
RESULTS popcts, AND 5)GN CofWC.NTl013 7d pog. TRg Au SOLAR ELCMC.WL Po st n v s 60 MT tTIC S A Ri-AS SHOWh3
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h
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s Ly s
n
" ac v..
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\\
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l
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f k.
i o/
\\
O ah IT yN i
N
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l E 'N!
f 2
b NT A
f I
H N v's Vy f N
s
/
's N
s
\\ yg p'
~
/ N y
~ ~ ~ ~ " ~ ~ ~
.L-.
J f( fy bY bl
~
g Y
Yg tv-
,/
'T
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m.
7 -
l Desh N o.
s....u........u.M..
Dsts.
..e... s 9......8o F.
)
gg g
Sh..t N...S_..._ _. o b b f.U thG;htin1. 0 tsiG h t ml. CO NST R WCT O Ag a s n s.. u 2.5.2.k.......
Coic..y e,,,.<i4,,...,. G.G.
?l1.f ?.h)
P. B - E s t: v s LI N D P..e...e....t... c...o.-..R...E...w...A...l.L..
H...o...N E....Y.c...o....M.....B.
,-i..................
............,n.i..... us g
,o es.o...c......
4-.......
u...i.
.}
_ h.. -
set SH
... e....
ni.rsxa om....._.,......
l
......m
.y....._._.........
RESULTS l N \\/ Es T tG A It otJ FoR AcAL c eMPRc ssi otJ ant Meco.T MOTE.
E F Fir C T DV E "To A7. l A L "T E N %) oW Wt LL idoT BE CON 51bERED As TH E.'T AE E RC51STED tax R C.E A R S,
/
To o STAto Tur Mn. Mor4cNT TuAT wt Lt. RESO t.T M M.tMv M coM P RES,StotJ 1t4 cat 4 PRES 51 c 4 t iEbc R.,
dp.
MoucuT t 5 TAktu F R otA TH5. 'T E N stL C STt t t FAC.E ( sr E.
SH 3/16 Fo R. Foc.THCR berAits.) Ano ThE TOT AL. MOMENT M y..,, (
Mpg is compoTce/
- WG v ott.ohht4 C A RC. THC Lis TI N GS O F CR.tTicAL MOME.tJT S ikJ TH E MoSr C.R tT I C AL PANELS.-
D. c u oi t N G J
L ' =. O V ER A LL SCPTH OF.THC SECT oN couccence d
= EFFECT IVE. btPTH a
M %= E euiUALE.NT MoME.N T /
Nx CR My
=
~ - -. -
...-.....w.........
(
c.
- ~ * ** "3 u - < r o-.
F. e.b.. 19. 8......o..
G1bbe B HII1. Ino.
m.... u..
r:./. 0....
=
ca.....
S... 6.. 4...w..q^.. e...,.
- i. amu.s.on,cu.s.consi wcrons Nsw m m c s u 2.. u.. 2... 3..2.3..........
4s '2/.2 5 i
. '.L/
c.2 P.. S..>
B..E.. F.U..E.... I.N G....-
Pe~c....
.c...o...R........ E.
W...A.l...l....H O. N..F.Y. C.OM B.~.-.
a 4,,....,
L k
ns 7' uo ;
. u u.., s...., n.i.....
ci.m... c... a.......
5...
a.r..n a u. c...-
E. -on -73>
~ ~.
scc nu. rsin oi n.i.
y.............
a..-
ars m s DNCE71G A710t a Fo R Nt l AL.
CoM P R t s t.iot) AND Moratov ccN70 C R I Ti cA L.
P L A TE S, Io11 ( 514 3/24)
P L A T E.
' m /,.
/
1,
% = 1 6 9 2 + 2 0 7 1'1. 6 4 = 442
,, g..
f
/
yT klk. b l *** bo T 2 4 01
- 591 P'L AT E iol2 (5 H 3/25)
)
Mn= 9 7. lG + 2 c y G. G E r 2 3 c ' 'f,.
s l
/
/
ky N y y =. 5 8.22 t l'7.4 Wlo = 4 07.7
' PLATE ion (SH 3/2G )
i b =.
8 0.15 + 2o' $ c. s4 = 2n "Y
. d *.
Mn =
+o.2c, + 2e x I L 6'2. = g n
? LATE IDIB (SH
'6/s'7) v j
e lh 2.._.
10 2.1 + 2 o y l?.41 = 3 50. 4 i
i
%I*
e
~
65.'7 8 + 2 e y 17 9 6 =. 415,'513 hyy
=
O(
.e...
.m
"'O
..>ew.--
__,--,,7--
Fc 19 8 o B..a N..
s.w.........e...l.;.h.!..
Dsis.
.....e.
g g
, a em...
5.... _S e..e..w..,s c so.. u...-.,......
,,,m u...ou,,,,ns.co,,,,,,cro,
c. n 2.. u...M.2.. 2........
f)(.v.u,,....,_ c Z.sI,/..faR s...p o..s..L..I.N o._
_P.e.e.. l....c.o... R...n..
W A....L...L.... H o. N....E....Yc...o...M.S.....
New vann
,-.,,...B...
~
us g,o 1....;
_g.
c,..o... c...........
m,....i.
. _ 5....
5.E._ */..b ro.c..
cc au.r:4a
-y r
o m... u
._._._.p._--....._.......
RESULTS I NVcS'T\\ G A"T*l 0 kJ T~O R A W A L.
COfVlP Rt.ss10M AM o McMt.nr
[coNTD) c eric AL.
PLAT c s P L. AT E l 5 9 7.- (, S H 3/2.8) s
./
,r M, + ( ( ci -%) =. 24o.s (+ 14.sen (M 8 )- 53 s.7 T M n -=
My + h (d by.= 5 c. ii + &> 79 7 [ 44 - Q )=. 23 2.
M Ty :
sJ P t. A r e ius (su 3/ 2,)
W : = N. + Fx. (.d-%.).= M9.84-t-12. oc, @4--h 2 a z.) Y Myy =. % + 8 y (,d-O = 32. oert-8.4 7 (44 % z. 2 o2. q..
t
. Pt.urs GB4 ( SH 5/3o)
TMxx M,.+ Fx.(,d-h.) = 19(E + t2
(,+ -T ) =..de "" "
~ Mu =. My t F (4--() - 10.3 2% + 9.d(.M.--j ) =b o'9.7 T 1
7--..
- "** ~s u. n e m o.....
.F.e. b._19 8 o g G ib b s B H Ii1.In c.
s,.... u..
/. l.o.........
...... 5 S..c.%.$.u._h. W.-
na,,,
.... sins.co,,st,verons c s u 2., u.... 3. '2.. 3......
2 v.),,wa,,,.....t 2..-
2..,/.11.f.o (f)
New Yons
(..,..
Q. G.
R..E. F.U E..l..l.N._G.
.P..e_o L eeg...g.....w.....i...(,.L..... M......E....ycc M S.............
ycs y/ ue u,.. i.., s...,...... :
e..o... e... a n.......
.A..._........
w....i. _
g.g g.. 5'F,'"3 '3
' ' " ~ ' ' ' ' ' ' ' ' - ' " ' " ' ' ~ ' " " ' " '
~~'
/
au.c....
- w. rsia -
o.....
.y...
RESCLTS T' t A T c l'6 85 (SH WI)
/
/
u k'/ u v
s se M.n = 12 G. 7'S + 15,49 t (,44 -
= 4 %.G 3
a
l e o. e '5 -+. B. 8 2. ( 44 g )
3 57. 3 Ny 3
P u rs a (sa w7) 3 315,7 + I4,8h (44 #@
=
%. l hu
=
se
./
2.7 3,4 + 9 84 v. (44 - 3)==. 4 7o z.
rr My =.
v u r e. e m. Osa w o Mn = 2 7 (9 + f 5 8 N ( 44 A b ) = $ 9 e;,7 v
7 t
l
'2.to.9 + 2.1.2.8 < (4 4 48 ) = 6 $ G. 4 I
4
=
5 Myy i
PLATE 1394 (.5% 5/40 )
,e
=
G o 3,6 v
% = 21 7 35 + 1941 y 2.o
=
4 o 9,9 Myy =
16 l, to; + 1f.,14 % 2.o g
v
o
" " s e c. n a * * ""
o....
..C.A 1.9 6 0 Gibba B H111. Inc.
sa.. w s..f..I..t.........
-~~~~"
c a....
- 5. 5.ce_.$.d... ii-
..,,,..,5,o,as. ec stawcicas mwyou c. u 2.. w....r...2.%_.....
S/ /.po 6)
O c.2 2.
Q c.w.......,
\\
(
,.e
.R 6
.R E....F.. 0. 5.. L. M G_ P o. o..L. _coR....E....W.. M L.. H...O MEYc...
....u.......,.......
us y
,o ;
c.
...c o......a
........... 73
. sc.t sa 3 ou. e.-
ou. rsas
.c Rest?LTS P t. A T E is e G (. 5 H 3/31)
EG4, 6,
%=
184 22. 4 te x le.os
=-
/
s i
w..
=
z e s. Il My3=. tic, n + 2e y e.s s P t. AT's 13e7 (.su 3/n)
/
m I Mw =
143.$'b + 2e y 15.I3
=. 4 0,16 i
.ai.
= 418,14
/
Wy = 2 2o,15 + 2e x 9. 9 l
PLATE 138 6 (SM 3/34) s,9,,
P.n
IC4. 5 G + 2 e 3 4. 38
4 5'2-
/
1
= 2_I o, 22 -t 1.e 1 ite,71 = 4 G M 't P LFTE 13 6 9 @ k 3/35 )
M a =
ce.5e + zo; S.'si 2.co.1**/'
3 01. 3 '2. -t-t o S 0. M - :
G E 6.T2_ N,.
Myy
-=
7 Pme two (ss s/ss) l
/
d
/
s
= 943.2.
Mp -a-3 9 3, B 2 o -( 2 L0, s
i s
% 307 6 *t 2.0 y 17,3 9 5 M N.I t
- T-^.
-v*e+
m,,_,y
""-'~T---w
~... _
re 61980 h I..k...
.'""f..
~ '
Doek No.
gg g
gg 2t Sh*.I N o.
sv.p..i.,...........
g,% wt.
Dele -.
c
~gNGsN1145. OESIGN8 RS. CON 57ftWCTOAS C & H J.h N. 13 Q......
Ceac. 8r tO Cha'd/Appre. 5y. C g.
sr Nsw Yons
.] Po.
a
[..,.$...
R.. E F u s. I NG..... P*a..a.m c.m..s....e. w. A...u.L..
.H...o.. N E.. Y c o.M.....S...
L.o
.L..
p.C t
.... i........,......, u y s o :.
c,.e...r. ee...
.....d. -
)
tteteei.i.
b=.......
..=~...*~s....h
.3 3....
Rst. Codea.
sce m,.r.e.
Other M.t.
(
x......
RESULTS l
PLATE 13 96 ( SH 3/3,9 )
lb = n c. r + 2n n. e 7 =. 59 4,i % /,,
My = l.o G + 2e, iG. e 1 = 4 43,4,/
ILATE 1395 (SH S/41)
,,w j v s
i M ;r x = 275 o7 4-2 3 4 25 = 6 i e, I
(
3 ss "/ lt
%=
e o.m um.u PLATE l'5 9 G (SH 3/4t)
Mn = 2n,87+ M ton s =. 24,5 ",'.
/
i 1o4,s5+ totIG,'Ia = 418.7
- tAy=
~
PLtT E is91 (w 3/ 4 3.)
_ up
/
Rn =
24G. 8 9 t an y. tt.lo = 4c e, ?
,,Y..
Ar 44.85 + 2eyt4.17 = 3 4 8. 25
(
~
~fL&TE-139 8 (44) l
%. =
2ei,o + zo; y = sof, s */"
'C
=
dsi + ze y 9.sr. = 2sI,7 * /"
.,g.--.,%., -,,.. _ -., _ _. _. - _..
,,.y
Co.h Ns. 5. f (4.~. {.j.g..C..,,.
.g C.
ggg g gg g b
8" "' N ** *.*.3. /.
Dses.
G=
thGl%EERS.0t&iGNER$.CosistAWCTQA8 s
[)
New Yoma C & M J eb N e. l.L..a e
.*.n,....
cms. SF--
e.
. 'a...
- pg//4 t
\\.4/ App,d. By C 1 -
P.B.. -
R..E 1.:.U.. E.-.l.l NI.G....
Bo..o..L_C..c..R...E....W. &.{.L...
H....o...N. E...Y.C.. c...M..b....
Ak i..
<p,$ s. e n.k. (i.
~3 /..G..}.8. 0..
Y ES ',
NO s
.Nusleer Seletv Releted:
f Chichers Comeenis Atestted By
./
um...
.........4-
.. c e -
SEE 5H O /.5 m,. r An...
o,,,
.e i.
- p..
A.... p i.
RESULTS s ( 6H 'b/45)
/
PLATE.
139 c n
19 9 54 + zov 18.51 =. 57o Mxx
=
,,4 r.
/
a-
== 2 7 i
% =
15, 2.9 4. Je y fl. "J L.
PL. ATE I400 (O 3/4 G) k x x :._ '2ch(t 5$ 19. o 2. =. 'iB 9.N 1
n/
,pQ M g ::_.,
7 2.e 7 t 2c 11/e. 7c = 366.67 PLA7e l4o t
@H 3/41) v sg 2 kc. tv /e p + '2.o y 10 5 o = 3 5 0 1 t.4 j
Nxx
~2. b. b b -(. 2.0 '$ l'5. 3 8== W S. 1
- h p==
PLcE tG91 (CM 3/48 )
f
/
we.ih + 2e r so es :=. tM s " / ~ (ro. w.e ; set se 3V 20 Mn.=
r, com usuu nog f
p, t
= M.7 G t 2cv 10,;g
==- '252.
/
Myy "PL ATE iG S L. (, SH 3/4N
/,,e/
f 1.,
7
%sm 2.G S. G.+ 4 o.*1 t$ "J.c =. 6So
/
4,.
/
114.14 + C).4 21 to = 3 (2. ?> 4 NW 'm 1
lO C-l
,a
= _. _.. _ _ _ _ _
.h,h ",).} h.h....
bste Dash No...
3..f......
Csis. Bv.
I..
b.. 6 %...%.9 ghGiN L& RS. 015iGht 45. COse57AJCTORg
(
sa n t N o.
.o....
New Yostu C & H J e t N... 2.. 3...2...'t;......
_ht*./ App,.. B y d*, J.,
O...
ts A...
g.
6...
R.E....F. u...E.. L. L8.J..G
(=..c...o L. c....oR....E... W AL.L.. F.f,.o...N....E....y.c... 9.p..t..c..
us y No _
c,.. h... c......
- 4...,'.
8, 7
. N,.. i..,...., n. i.....
Wtreei.1s
.M. 3.......
- y. r_a.
. 5 F.ef.C..es i
s na1. f* SAN o m., n. i.
l I
4......
RESCLTS P L AT c.
IGN sH 3/n)
./
e,y j or s
My, =:
3 o s.4 + Z G.G v 2 0 =
B35,4 dG1 * / e
/
s brY =
~B oc. 9 t-6 y 2o
=
PLATC.
IG9 >
(SH 3/52.)
/
n g(
V 3 5 o,7 + 31. 3 & x z o==. 977,5 i
Mxx
=
j.
=
3 5'5. G + 5. 2 4 /. '2.o =- 458.4 "N"
~
My PLATE l'700 (sH '5/ 5 % )
.J
/
f 4 07.2. 2. + 'Z.t.7 & s,2. 0 m 6 41,8 N '
N x. x
=.
v
'N' S16.'2 t + 7.4 3. 5 2 o 4GI hy
=
I P t A T E.
IGS 5 (SH 3/60) i 3 t o, G + A o.GG s 2.o
= 112.b. B "/"
%.2.
=
c 39G,1 t% =
2 07. l t 9.41 v. Z o l 0(
~ _........... _ _..
m m----.-
= - _ _ - - - -. -.
- ' " "'g"c,.., e 6 "~""
o....
,,,[e.,h..P> b o..
Glbbe S HII1. Inc._
. 1.5.............
sa.. N.. _
5, h
. 4.
..,,ii,s. ois,..... co,,suonons c. N 2.. N... 2.. 3...7.,... '>........
ca.,
New Yoms 3 /.2. go ew ci,,,..... c. 2.
R.B - F3.E F U Ell W G Pe.e k
..Q..'. o.. R E N....A...l...l...N c..N..E.1. C o Mb y
s i
('...
.Nucleet selety Reisted; Y F.1 NO cwee ke,s c.m=.ata Ace. pies.,-
l n....t i
. SC E.-.- -...-- n /.SHe 3 su.c.ne-su. run.-
oi,,,,... _
f..
RESL'LTS PLATE l703 (Sk 3/54)
/
J ng.
s 74 5.52
=.
M 2 45,92 t 24 5 6 x 2 o n --.
g
.4c r, r/2.
34 8. u + 5, EG y 2.c
=
f%
=
P t. A r a no4 ( Sw Vss.)
s u g/r s
/
2o4.n -+ h. c o 2.o 5 6 5.o3 N_
./
2.3 7, si + 3, s s,'p.o s
s 427,21 Mp P LATE l7o 7 (sH 5/5G.)
j 2co 4 + 21.e sno = G 39, G, ""['
/
N.n
=
/
~
=
56,31. t 6.15, t 2 o = m,3 2.
Wry PLATE Mo 8 ( SH 3/67)
/
22.5,o G t 14 8 G po = sn.C C <
/
M u
=.
i s
i kn =
14 2. 5 4 + 10,791 t o 658.34 O
M
(
m.e
_e.
l m
m l
- - - - - - ~ - -,,, _ _ _
+ + -
s Fm - n e ""^ "
Itn-19.8..o Gibbe S H111. Inc._
Sh..t N _ 3. f,,f.G.
a v.._
Cst.. Bv S.. S.cw%.. s.. a.
ghGingg m1. OESIGhi A5. CONST RvCTQR$
G & H J.b N... 2 31
.. Q wh..e..o[r/I New Yons 2
4". 2.
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LOADING COMBINATKW Fx FY Fxy Fxz Fyz Mx My,Mxy i *ii1 i, ?, !
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PLATE NO,
\\W RESULTS.fROM COMPUTER OUTri1T l*iy[l1i;y r;rr! oI9 y:
i LOADING COMBINATKW Fx Fr Fxy Fxz FYi Mx My Mxy.
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