ML20148F335
| ML20148F335 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/28/1986 |
| From: | Kawai R, Lin C, Rozinsky L STONE & WEBSTER ENGINEERING CORP. |
| To: | |
| Shared Package | |
| ML17303B208 | List: |
| References | |
| RTR-NUREG-0797, RTR-NUREG-797 GENX-023, GENX-023-R02, GENX-23, GENX-23-R2, NUDOCS 8803280130 | |
| Download: ML20148F335 (150) | |
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TABLE 4-13. 4 A K - Ratio of Maximum Design Load to the Rated Bracket Load, F y
RB Bracket:
1 x 1 3/8 H = 1.625 in.
F
=
(W1 x W2)
RB 2,70O lb TUBE SIZE LOAD TYPE A
-AND THICKNESS ll
~
LOAD TYPE B
=
D
!l
=
a
~
l
- TS 2 x 2 x 1/4 1.0 1.0 1.0 0.27 1.0 1.0 TS 3 x 3 x 1/4 1.0 1.0 1.0 0.19 0.75 0.05 TS 4 x 4 x 3/16 0.78 1.0 1.0 0.31 0.40 TS 4 x 4 x 1/4 1.0 1.0 1.0
~ 0.14 0.56 0.71 TS 4 x 4 x 5/16 1.0 1.0 1.0 0.22 0.87 1.0 l
TS 4 x 4 x 3/8 1.0 1.0 1.0 0.31 1.0 1.0 TS 4 x 4 x 1/2 1.0 1.0 1.0 0.54 1.0 1.0 TS 5 x 5 x 3/16 0.62 0.86 1.0 0.25 0.32 TS 5 x 5 x 1/4 1.0 1.0 1.0 0.11 0.45 0.57 TS 5 x 5 x 3/8 1.0 1.0 1.0 0.25 1.0 1.0 l
TS 5 x 5 x 1/2 1.0 1.0 1.0 0.45 1.0 1.0 TS 6 x 6 x 3/16 0.52 0.72 1.0 0.21 0.27 TS 6 x 6 x 1/4 0.92 1.0 1.0 0.37 0.47 TS 6 x 6 x 5/16 1.0 1.0 1.0 0.15' O.58 0.74 TS 6 x 6 x 3/8 1.0 1.0 1.0 0.21 0.84 1.0 TS 6 x 6 x 1/2 1.0 1.0 1.0 0.37 1.0 1.0 TS 8 x 8 x 1/4 0.69 0.95 1.0 0.28 0.35 TS 8 x 8 x 3/8 1.0 1.0 1.0 0.16 0.63
'O.80 l
TS 8 x 8 x 1/2 1.0 1.0 1.0 0.28 1.0 1.0 TS 10 x 10 x 3/8 1.0 1.0 1.0 0.12 0.50 0.64
)
TS 10 x 10 x 1/2 1.0 1.0 1.0 0.22 0.9 1.0 TS 10 x 10 x 5/8 1.0 1.0 1.0 0.35 1.0 1.0 TS 12 x 12 x 3/8 1.0 1.0 1.0 0.11 0.42 0.53 TS 12 x 12 x 1/2 1.0 1.0 1.0 0.19 0.75 0.95 TS 14 x 14 x 1/2 1.0 1.0 1.0 0.16 0.64 0.81
- Weld length across the tube width was based on D - 4t,
)
. - go e e..m e
e
- -W-v
+
a.
p--
wws wp-yer--my--.n
- we=
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y w-+-,.----.
---w
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PA6 TABLE 4-13.48 K - Ratio of Maximum Design Load to the Rated Bracket Load, F y
RB Bracket:
1 1/2 x 1 3/8 H = 2 1/16 in.
FRB = 5,000 lb (W1 x W2)
TUBE SIZE IDAD TYPE A LOAD TYPE B JDQ THICKNESS ll
=
0 ll
=
0
~
l
- TS 2 x 2 x 1/4 1.0 1.0 1.0 0.26 0.66 0.9S
- TS 3 x 3 x 1/4 1.0 1.0 1.0 0.18 0.49 0.66 TS 4 x 4 x 3/16 0.63 0.58 1.0 0.20 0.28 TS 4 x 4 x 1/4 1.0 1.0 1.0 0.13 0.35 0.49 TS 4 x 4 x 5/16 1.0 1.0 1.0 0.21 0.55 0.77 TS 4 x 4 x 3/8 1.0 1.0 1.0 0.30 0.79 1.0 TS 4 x 4 x 1/2 1.0 1.0 1.0 0.52 1.0 1.0 TS 5 x 5 x 3/16 0.50 0.46 0.96 0.15 0.22 TS 5 x 5 x 1/4 0.9 0.82 1.0 0.10 0.28 0.39 TS 5 x 5 x 3/8 1.0 1.0 1.0 0.24 0.63 a0.89 l
TS 5 x 5 x 1/2 1.0 1.0 1.0 0.43 1.0 1.0 i
TS 6 x 6 x 3/16 0.42 0.38 0.81 0.13 0.18 TS 6 x 6 x 1/4 0.75 0.68 1.0 0.23 0.33 TS 6 x 6 x 5/16 1.0 1.0 1.0 0.14 0.36 0.51 TS 6 x 6 x 3/8 1.0 1.0 1.0 0.20 0.52 0.74 l
TS 6 x 6 x 1/2 1.0 1.0 1.0 0.36 0.93 1.0 i
TS 8 x 8 x 1/4 0.56 0.51 1.0 0.17 0.24 TS 8 x 8 x 3/8 1.0 1.0 1.0 0.15 0.39 0.55 TS 8 x 8 x 1/2 1.0 1.0 1.0 0.27 0.70 0.99 TS 10 x 10 x 3/8 1.0 0.93 1.0 0.12 0.31 0.44 TS 10 x 10 x 1/2 1.0 1.0 1.0 0.21 0.56 0.79 TS 10 x 10 x 5/8 1.0 1.0 1.0 0.34 0.88 1.0 TS 12 x 12 x 3/8 0.84 0.77 1.0 0.10 0.26 0.37 TS 12 x 12 x 1/2 1.0 1.0 1.0 0.18 0.47 0.66 TS 14 x 14 x 1/2 1.0 1.0 1.0 0.15 0.40 0.56 l
- Weld length across the tube width was based on D - 4t, 1
l l
[
i
~
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~
TABLE 4-13.dkL K - Ratio of Maximus Design Load to the Rated Bracket Load, F y
RB Bracket: 2 1/4 x 2 1/8 H = 2.625 in.
F
=
8,00'O lb (W1 x W2)
RB TUBE SIZE LOAD TYPE A LOAD TYPE B
- 2ND THICKNESS ll
=
0 ll
=
0 RTS 3 x 3 x 1/4 1.0 1.0 1.0 0.17 0.53 0.72 TS 4 x 4 x 3/16 0.59 0.55 1.0 0.22 0.31 TS 4 x 4 x 1/4 1.0 1.0 1.0 0.15 0.39 0.55 TS 4 x 4 x 5/16 1.0 1.0 1.0 0.23 0.61 0.86 TS 4 x 4 x 3/8 1.0 1.0 1.0 0.33 0.88 1.0 TS 4 x 4 x 1/2 1.0 1.0 1.0 0.57 1.0 1.0 TS 5 x 5 x 3/16 0.47 0.44 0.92 0.17 0.25 TS 5 x 5 x 1/4 0.84 490 1.0 0.12 0.31 0.44 TS 5 x 5 x 3/8 1.0 1.0 1.0 0.26 0.70 1.0 TS 5 x 5 x 1/2 1.0 1.0 1.0 0.47 1.0 1.0 TS 6 x 6 x 3/16 0.4 0.37 0.76 0.14 0.20 TS 6 x 6 x 1/4 0.70 0.66 1.0 0.10 0.26 0.37 TS 6 x 6 x 5/16 1.0 1.0 1.0 0.15 0.40 0.58 TS 6 x 6 x 3/8 1.0 1.0 1.0 0.22 0.58 0.83 TS 6 x 6 x 1/2 1.0 1.0 1.0 0.39 1.0 1.0 TS 8 x 8 x 1/4 0.53 0.49 1.0 0.19 0.27 TS 8 x 8 x 3/8 1.0 1.0 1.0 0.16 0.44
.0.62 TS 8 x 8 x 1/2 1.0 1.0 1.0 0.29 0.78 1.0 TS 10 x 10 x 3/8 0.95 0.89 1.0 0.13 0.35 0.50 TS 10 x 10 x 1/2 1.0 1.0 1.0 0.23 0.62 0.89 TS 10 x 10 x 5/8 1.0 1.0 1.0 0.37 0.98 1.0 TS 12 x 12 x 3/8 0.79 0.74 1.0 0.11 0.29 0.41 TS 12 x 12 x 1/2 1.0 1.0 1.0 0.20 0.52 0.74 TS 14 x 14 x 1/2 l'. 0 1.0 1.0 0.17 0.44 0.63
- Weld length across the tube width was based on D - 4t g
~.
A
-.-.-,--,,.,---w
--w
--,n.,---..e n
.n,
_...W 169G4 - N Wd - Asyx. oza z 90 TABLE 4-13. 4D K - Ratio of Ma <hm Design Load to de Rated Bracket Load, F y
RB Bracket: 3 x 3 1/4 H = 3 7/16 in.
F
=
15,70'O lb (W1 ; V2)
RB TUBE SIZE I LOAD TYPE-A LOAD TYPE B
" M THICKNESS ll
=
0 ll
=
0
- TS 3 x 3 x 1/4 1.0 1.0 1.0 0.4D 0.51 TS 4 x 4 x 3/16 0.53 0.57 1.0 0.23 0.31
(
TS 4 x 4 x 1/4 0.95
.c)5 1.0 0.13 0.41 0.56
- TS 4 x 4 x 5/16 1.0 1.0 1.0 0.15
,61 0.69
- TS 4 x 4 x 3/8 1.0 1.0 1.0 0.17
.01 0.82 l
- TS 4 x 4 x 1/2 1.0 1.0 1.0 0.17
.6L 1.0 TS 5 x 5 x 3/16 0.33 0.36 0.69 0.14 0.20
(
TS 5 x 5 x 1/4 0.6 0.64 1.0 0.25 0.35 TS 5 x 5 x 3/8 1.0 1.0 1.0 0.19 0.58 0.79 TS 5 x 5 x 1/2 1.0 1.0 1.0 0.34 1.0 1.0 TS 6 x 6 x 3/16 0.27 0.29 0.55 0.11 0.16 TS 6 x 6 x 1/4 0.47 0.51 1.0 0.20 0.28 TS 6 x 6 x 5/16 0.74 0.80 1.0 0.10 0.32 0.44 TS 6 x 6 x 3/8 1.0 1.0 1.0 0.15 0.46 0.63 TS 6 x 6 x 1/2 1.0 1.0 1.0 0.27 0.82 1.0 TS 8 x 8 x 1/4 0.35 0.38 0.74 0.15 0.21 l
TS 8 x 8 x 3/8 0.8 0.87 1.0 0.11 0.35 0.47 8
TS 8 x 8 x 1/2 1.0 1.0 1.0 0.20 0.62 0.85 TS 10 x 10 x 3/8 0.64 0.69 1.0 0.28 0.38 TS 10 x 10 x 1/2 1.0 1.0 1.0 0.16 0.49 0.68 TS 10 x 10 x 5/8 1.0 1.0 1.0 0.25 0.77 1.0 TS 12 x 12 x 3/8 0.54 0.58 1.0 0.23 0.32 TS 12 x 12 x 1/2 0.95 1.0 1.0 0.13 0.41 0.56 TS 14 x 14 x 1/2 0.81 0.88 1.0 0.11 0.35 0.48
- Veld length across the tube width was based on D - 4t c
l l
--,s_
~. -
b' 46 164N-M&/d - dnEW- 02-2,. "2.
TABLE 4-13.4G.
E - Ratio of Maximum Design Load to the Rated Bracket Load, F g
RB Bracket: 6x7 H = 4 in.
F
=
33,50b lb RB (W1 x V2)
TUBE SIZE j LOAD TYPE A LOAD TYPE B JWD THICKNESS l
ll
=
0 ll
=
0
~
l
- TS 6 x 6 x 3/16 0.50
- 0. rA 1.0 0.10 0.34 0.50
- TS 6 x 6 x 1/4 0.67 0.07 1.0 0.13 0.46 0.66
- TS 6 x 6 x 5/16 0.84
, p-1.0 0.16 0.190 0.82
- TS 6 x 6 x 3/8 1.0 1.0 1.0 0.18 0.bb 0.99
- TS 6 x 6 x 1/2 1.0 1.0 1.0 0.22
,92.
1.0 TS 8 x 8 x 1/4 0.44 0.52 0.96 0.10 0.31 0.44 l
TS 8 x 8 x 3/8 1.0 1.0 1.0 0.24 0.70 1.0 TS 8 x 8 x 1/2 1.0 1.0 1.0 0.43 1.0 1.0 TS 10 x *.0 x 3/8 0.63 0.73 1.0 0.15 0.44 0.62 e
TS 10 x 10 x 1/2 1.0 1.0 1.0 0.27 0.78 1.0 TS 10 x 10 x 5/8 1.0 1.0 1.0 0.42 1.0 1.0 TS 12 x 12 x 3/8 0.50 0.58 1.0 0.12 0.35 0.50 TS 12 x 12 x 1/2 0.89 1.0 1.0 0.21 0.62 0.89 TS 14 x 14 x 1/2 0.76 0.89 1.0 0.18 0.53 0.76 l
- Weld length across the tube width was based on D - 4t, EExAMR.E ;
, n.
B w cer
(,x1 x (
H = 4' fr = sa,5 c o '
TOBE 10 MO x 3,'6 WELb TVPG. "A" - ll
.S =. o Y - e.e n =.1 Fw = F/f r 33,6o 0 / 12. = 21H %
4 63!.3E-.
,j, g
.G(i.C)
Vp'e %,, E r e3 3%
Vp : M g g, 3'800.(p (13."M)y l. 4( b h I.o : 4(v81 Psi
. (, 'l K = M _
4 6>l
, g,3
[6EE M0. t hi Ci AC 1' VS
,as r
l l
....... _... _...... ~... -
- -~~
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~'
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.cm---.-<ir
-ma
- - - - - - ^ - - - - - "
P. A C)
IVM* Wd ~ 6,GMy - c25 -L TABLE 4-13.4F r'
K - Ratio of Maximum Design Load to the Rated Bracket Load; F g
RB Bracket: 7x9 H = 5 1/4 in.
F
=
(W1 x W2)
RB 50,600 lb
..JUBE SIZE LOAD TYPE A LOAD TYPE B
~2ND THICKNESS ll
=
0 ll
=
0 l
TS 8 x 8 x 1/4 0.59
- 0. 69 1.0 0.12 0.39 0.57
- TS 8 x 8 x 3/8 0.88 66 1.0 0.18 0.60 0.86
- TS 8 x 8 x 1/2 1.0 1.0 1.0 0.22 0.82.
1.0 TS 10 x 10 x 3/8 0.55 0.(/T 1.0 0.12 0.39 0.54 TS 10 x 10 x 1/2 0.98 1.0 1.0 0.21 0.7 0.96 TS 10 x 10 x 5/8 1.0.
1.0 1.0 0.33 1.0 1.0 TS 12 x 12 x 3/8 0.40 0.51 0.91 0.28 0.39 TS 12 x 12 x 1/2 0.71 0.91 1.0 0.15 0.50 0.69 TS 14 x 14 x 1/2 0.59 0.76 1.0 0.12 0.42 0.57 3
- Weld length across the tube width based on D-4t, j
l t
6
- ~ ~ ' ~ -
-n,.,%,
y--
._m..
P.fic CALC 16464 - OMM - 6SDdX - c2a -2.
1 TABLE 4-13. q Ey Ratio of Maximum Design Load to the Rated Bracket Load, F RB Bracket:
12 1/2 x 12 1/2 H = 8 in.
FRB = 123,000 lb (W1 x W2)
..JUBE SIZE LOAD TYPE A LOAD TYPE B I
~1ND THICKNESS ll
=
a ll
=
u I
- TS 10 x 10 x 3/8 0.45
,4 1.0 0.2e 0.40
- TS 10 x 10 x 1/2 0.60
,&O 1.0 0.10 0.66 0.54
- TS 10 x 10 x 5/8 0.76
.76 1.0 0.11 0.46 0.67
- TS 12 x 12 x 3/8 0.56
.50 1.0 0.12 0.39 0.51
- TS 12 x 12 x 1/2 0.73
,'13 1.0 0.15 0.46 0.66 l
- TS 14 x 14 x 1/2 0.85 66 1.0 0.20 0.53 0.78
- Weld length across the tube width based on D-4t, i
l l
l I
l l
l 0
.n n-
..-v.-
,-n.
STONE & WE8 STER ENGINEERING COTIPORATION CALCULATION SHEET 4.. m CALCUL ATION IDENTIFICATION NUMBER J.0. 0 R W.0. N O.
OlVISION O GROUP C ALCUL ATION NO.
OP'TIONAL TASK CODE PAGE b!
N
/WN
//2(C) dnt))f-o2 b '2-4-/3.64 7NRo </-/3.SJ-W & cpippM.crp 7 Mis.S: 4.,y, ;
+ - i3. 7A TMu 9 -/1, 73 b
^
m ' /s i,
j/
,._ /_ __ __ q p
10
$c 1
\\
_z L-as
- 3
/
cat eut A rf y,2 l
ate is
- 2. cat e utA rf p _
_b q =.6 e
i.
3
.3 C
VJr Ae7 vat Wft3 tr/CTM 70/
b g#3 Qx
.b/ N rp s/O N 3
// TMF w'0//7 /J for Wft.Df.D All A/0VN.b.,
c at t/#/7 /~0ArfftGb//#)
3 CAtru/47f grfth rf/J/tf a4 f
[r.,
N,
,,s. &
A J,
4 er
/,~.
coM/0N/#7 of //AprN At'*NAlfA A WA t Feder MMH 7* THe. rom y,, y, ypp,4 kpg.p73,
- ftD d'oA'F/4'/A W.
ae
.5" M.' O /" TN r W f d D eoNFACV/A7M#,
9, j Sg 38 reN3f/ VA T/Vft Y 70 fat fftD p#tr p er ff0N JAMDV/
907P/7, CA f,4tt*t//4 rf.D MAbu4l'p', MA Y ' Af 4/ffD 34
- 4. 70s y 4 o.2 34 4.'/ cos,pAAr TM cAtcutAreD ise w es /r f o / r c /a wi7x rAturs &
poWp' /s ros rssers 4-/s.SA H.51/
Wir?t int PsoM/
y, p f 4.
4o W. S Al/f fd dS,
/0 0 4~A / / A / 4 t/,i r f,V/?75.
C' W
b
// /d ? Ew, S.{.k AWD V3f Y/ fib 4/4'r A MA t >'J/3 PfA
- 4. 3 AW3 SfC7/0#
/O.
coa 3/ DER p/Offa ffMf7H
/
47f <*o/7AC7 86*7 WUfo4/ f/dyfM AM2 M4/# MCMMA 44 wk wiwe,
- www
STONE & CEBSTER ENGINEEQlNG CORPORATION CALCULATION SHEET n m.o C ALCUL ATION IDENTIFICATION NUM8ER J.O. O R W.O. N O.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 42-
/fVN d26')
diidWX - 0 3 'b -L
' pre 4.4 Vsf TNG Apppop/M7r se2uersov V / w~
// rxe
/ A 7/ o of Tor NA// Nrnard rMnnt srAfs! 70 7No Att owsper voRxAl.trAft 3 4/
/s SA/47FA rus e o. 4 9.
O -~
>0.44 s
fw
?
TNF / r D c/ c ric / FA erok /.s Q/.: it 22- 0, W fS foR THE.DfJYf # TFM/f/A 7unf HMNfR rNfA/ 7o*F 7
Re Duce fw A >'
rkt xA 77*
C/ '
/~y '*/,/~y ?
C 82 fy ~ y/ft.D 97Nf 4 7H o f TN S i M sf /sv 7A l A 7 40 '/;'
7 Fy
>'/64.D SrMF#{TH p/* TMF 4k!f Mf"7M A 7 TNf ANA4 Y?FD
~
TfMMAAro/C is
- 4. 6 V3 E THc A pp / 0 / A /A r f As cArdsrs Cf Fw Fon E M E R g* r # c y A#D FAVlifD e
- N b / 7/O M t.
c *;,
~r fu
,e s s s a S/ foR TN! AFAAprM MEM#FA WFLA"D 0,V 7Wo s/DFS doA037 7Hf M4/# NEMarg, fot/DW TNr 77/93
/ 70
- 4. S As#D p3F Fames 4 /3. 7A -.9 - /J. 7/
l n
(
S2 FoA TMS.agAA/cH.
sexacn y'ed.pr.D pp 7k0 s/pr S.
\\
l' C
/ A AAllf4 70 rNF mas # MfM4r#
A X/.3.
<oxsAfr rNs cAleu<4 7 eb wfca es/r Foxce, /a, W/7/t rar y'A t t/ r.s, F w osow r sw TNr rente 4:/3.6 su rox ruc s e r w,s a,e u ru a e m saa y'O a 7o,
l
,c 7/'fy seauce fw Av THE AA 7/#
Oir y
.C 4 t/ 7 6 ruf i+PPAop//Aff Aras/erson' of Fw
/F.7kr l
Ait ar/O C/~ TMf MA/p MFM4fA Asof&'d4
.trpeJS 70 78'E ACL GWAotr #0/NA t' STAFSJ, 4/,
/J g/r,4ffR TMAN O49 l
t L/ :-
.>6?44 t'A ct
[
l 7Mc
,ef,vue r/o,</
F.nc roA it Q,e = /,24' -0.50 40 I
f
$. $,t/ 0 /A/eAfAJf3 ff fW foA fMfA q d'NC Y AND FA 4/4 7f b A CA D do#2/7/oWS AAC A ci d Wfb, 16 ft'A V J f t*A PA C / T Y 4 A S FD GN D V g{l/NG A ll0WA b tf / 04.D.
d2
/ /' /d 4 /~W
//G AofAl FA ft t/ Af 4"X/.1 7.f.
b ) /r fe > n tvi pur north or 1v02/r/t.0.
o 44
STONE & UEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET
^=m C ALCUL ATION IDENTIFICATION NUMBER
[
J. 0. O R W.O. N 0.
OlVISION O GROUP CALCUL ATl0N NO.
OPTIONAL TASK CODE PAGE N
/$t/V7/
A/ECC) 4trJX-o.z S:, ~'2-6.
il*0R 89 Q </O
//
AMCM Nf/tAFM NftbfD C# 7MMor 04 poVgi S/bES 70 M,f/A/ NfMAfg a
d/
COMPAAF THE cA t e utA rf & #f4D t/N/7 FoMcf W/rM THE Mit of-t fw snow /N tan 4es 4-/.$. 7A.~+/1. 7J FoA rNE. W f <.D Aenoas rNc A 's / N xFxisea.
io Q) /F lltt d /~w f0 4 0 CA 4 F A /tc/ A f fx/ 2 7',
it b
/F h>f W
Vsf THE F0/ tow /pg HST/ro3..
14
- 8. 2 /
d'Atdu44rf TNf 7074 t Attopggle font:"r FCg 7xe s i w 7.
17 W
W
/
2 Fw,"AtmsAntf Vs/7 be'ft2 MAff PR WEd.D Aegoss (NFM4/p wr.s'grA' l~W,"AttDNA ate VN/r 64'Elb fcv/Cf /VA W4D PdRAllft MFWNA/MnrMore s3 A W.3.
0,,' f ~ W fl.D tF#qr/r 704 COR/63/G4'b/#q ff/d2p n
cA d rug'4 7E 707A 4 TfsJ/t C fcA cf pp/M4t 7O TkE e/0/# 7 N/f t b.*
l s
F = ;/a d'
30 h - t////~
Wff.;D F0/CF P-
- To 7Al WC4,D c d'#f 7~st'.
33 34 A /f dE
//0 d of4/ FA//u/f f // 3 7:
A 34 b) /f F > Fa 2g/pon r sxAR -
dE sed /ffr.b.
38 39 40 48 42 43 44 4S 46
. -..... ~. -.. -....
.m.
,,, -. -. - - -. + - - -
-r v--
N rw.
F*T"?"""
" - ' - " - ' ' " * ' " " ~ ' " " - ' " ' '
' ' ~ ~ " ' ' " ' " - -
STONE & CEBSTER EN0lNEERING CORPOR ATION CALCULATION SHEET
& Scio 66 CALCULATION IDENTIFICATION NUMBER l
J.O. 0 R W.O. N O.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE h 4
(.
I64 %
4Mcd 6 s#Jy. 023 - 2.
.i '
a
~
7 Stepped Tube Connections For 0.8 < $ < 0.9
'] 1 Branch Member Welded on Two Sides to the Main Member s
7 a.
For the branch member welded on the two sides that are normal te the axis of the sain member (i.e., across the flange of the main s
member), follow the steps outlined in Section 4.4.2.
- However, obtain. F in step a from Tables 4-13.3A thrcugh 4-13.3J or E
4 13.5A through 4-13.5I reduced as indicated below for Tables q < 0.5 and use the smallest allowable F from both tables.
y in 13 If q < 0.5, obtain F from Tables 4-13.5A through 4-13.5I for u
'S q = 0.5 then calculaEe F using reduction factor R2 as shown y
is below ir n
l 0.0 1
0.1 1
0.2 1
0.3 l
0.4 l
R is 1
l 1.5 l
1.36 l
1.25 l
1.15 l
1.07 l
[<
i
\\.
Fy = F /R y t 23
'~
I"
- S IS b.
For the branch member welded on the two sides that are parallel to the main member axis, obtain F from Table 4-13.4 or Tables y
4-13.3A through 4-13.3J and use the smallest allowable from both 8'
tables.
30 Si c.
For a design temperature higher than 100*F, reduce F by the y
se ratio of Fg/F.
7 33 d.
For increases of F y for emergency and faulted conditions, see notes under the appropriate tables.
35 34 e.
Compare the calculated weld unit force f from Section 4.4.1 3r with the F obtained in Step b as modifie"d by steps e and d.
y Se If f < F, the design is acceptable.
y y
If f,> F, support should be' modified.
y c
l 43 44 45 44 se s-w-e w
-W-w-w-g wi--w--e w
w----W-w e--
e
--e
-r are -
'&T
STONE & t';EBSTER ENGINEERING CORPOR ATION CALCULATION SHEET m
CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.0. NO.
OlVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGEh b.
iG46+
m&A A eov - ozs -2.
(co4'T) i i
rr{g Branch Member Welded on Three or Four Sides to the Main Member 3
As a' conserv'ative approach:
s a
a.
Follow the steps outlined in Section 4.4.2.
However, obtz.n in Step a from Tables 4-13.3A through 4-13.3J.
7 e
b.
If the joint does not pass the check in Step a above, then:
1)
Obtain F from Tables 4-13.3A through 4-13.3J or Tal.t 4-13.5A brough 4-13.5I reduced as indicated in 2.1 for H
is r) < 0.5 and use the smallest F from both tables.
y
,f*
2)
Obtain F from Tables 4-13.3A through 4-13.3J or Table 4-13.4 anY use the smallest allowable F fr m both tables.
W2 3)
Modify F in accordance with 4. 4.2, steps b through d.
yy is 4)
Modify F in accordance with 4.4.3, steps e through d.
W2 is 5)
Calculate the total allowable force F f the joint as follows:
AW 88 FAW = (Fyg x L ) + (FW2
- L )
1 2
a3 Allowable unit weId force for weld across the main a4 F
=
1 l
3 member axis from Table 4-13.5A through 4-13.5I or l
4-13.3A through 4.13.3J l
FW2 = All vable unit. weld force for veld parallel to the 88 main member axis from Table 4.13.4 or 4.13.3A through as 4-13.3J 3.
6)
Calculate the total tensile force, F, normal t the joint 3,
T weld.
3, l
l FT*I'*L 88 w
I 34 7)
If FT<FAW, the design is acceptable.
if F
, F modiiv the se,, ort or the 3 int sha11 be rein [orced.,,,
I 39 40 41 4:
43 44 43 44
....... _. _ - - -.. - - -.. ~ ~ -. -.
w n
e.
STONE E CEBSTER ENGINEERING CORFORATION CALCULATION SHEET a nne n CALCULATION IDENTIFICATION NUMBER J.0. 0 R W.O. NO.
OlVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE
- D
/ft/Vt/
^/2Gd 6&rk-op b L 7M8l5 4'-/3. 6%
'y
/6 A4s/c Vp' = 3750 S
A 44 0 WA Alf 7'f/ s//f WftD VM/7 FO M f fW fdb)&w,'
Wfts)
Att0W,4ntE f/ Lwr Wr/D C/?r i
lo "3
p l 0.50 1 0.55 1 0.60 l 0.65 1 0.70 l 0.75 l 0.80 1 0.85
'8 te l
I l
I l
l l
l
(,
O.1875 F 703 710' 731 773 837 935 1097 1378 y
is W
0.047 0.048 0.049 0.052 0.056 0.063 0.074 0.093 ir 0.25 F
938 947 975 1031 1116 1247 1463 1838 y
is W
0.063 0.064 0.066 0.069 0.075 0.084 0.099 0.124 j,
O.3125 F 1172 1184 1219 1289 1394 1559 1828 2298 y
l' W
0.079 0.080 0.082 0.087 0.094 0.105 0.123 0.155 at 0.375 F
1406 1420 1462 1547 1673 1870 2194 2758 y
as W
0.095 0.096 0.098 0.104 0.113 0.126 0.148 0.186 0.50 F
1875 1894 1950 2063 2231 2994 2925 3677 y
W 0.126 0.127 0.131 0.139 0.150 0.168 0.197 0.248 37 to 29 30 1
1 s'
fXA!!PlE.
32 Wil b D
$N$ 5 70 IS lS5lh Y j= c : ie = 0. 5
) =y Q: I. 0 e,t = /. o n
l 36 l
h C
se g
/ [. O J / k X M, 3 7C. " MM[
- W ?
og j
9 / v/6 42 W
Y$b f
gf[
0 70 7 s 3,1 O. por x 2J000 J
4s 46
STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET C ALCUL ATION IDENTIFICATION NUMBER J. O. 0 R W. 0. N O.
OlVISION O GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE ift,ifTJ A)2dC) d)P) W o 2 ~b - _ = -
7 A~ 8 d E 4 -/3. 7 8 AAs/c Vp' = 4226*
[= /4 7
....?. Af4 0 WA Alf rfd JMf Wftb
~
up/7 fonce.fw f4/w; Wfis)
Allo WA Alf FNi C7~ Wft D
%/2F 10 p l 0.50 1 0.55 1
0.60 1 0.65 l 0.70 1 0.75 l 0.80 l 0.85 g
e l
l l
l l
l l
l l
'8 0.1875 F 804 812 836 884 956 1069 1254 1575 y
W 0.054 0.055 0.056 0.060 0.064 0.072 0.084 0.106 0.25 F
1071 1082 1114 1179 1275 1425 1671 2101 y
87 W
0.072 0.073 0.075 0.079 0.085 0.096 0.113 0.142 O.3125 F 1339 1353 1393 1473 1594 1781 2089 2626 y
W 0.090 0.091 0.094 0.099 0.107 0.120 0.141 0.177 j
e 0.375 F
1607 1623 1671 1768 1913 2138 2507 3152 si y
3:
W 0.108 0.109 0.112 0.119 0.129 0.144 0.169 0.212 85 0.50 F
2143 2164 2228 2357 2550 2850 3343 4202 y
W 0.144 0.146 0.15 0.159 0.172 0.192 0.225 0.283 24 87 28 39 30
's 32
~~
33 l
34 l
3S 1
3.
27 s0
~
39 l
D 4S
,o l
43 44 45 46
- e '
i
-,yp-
..s,,,,---
_._,g-,.7
,n-
,_..,---wv.-
,------w v-w---
STONE G C:EBSTER ENGINEERING CORPOR ATION CALCULATION SHEET
.,. n CALCUL ATION IDENTIFICAT10N NUM8ER J.O. 0 R W.O. N O.
DIVISION O GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE h L:
dvM
/GCc)
Seh-o > ~b4 7Aale 4-i3. rc j
Y= l2 amc Vp = 4~o00
~"
umr roter fw(cms) 7 Atto wA ser rosmr pr<D A nowss er riarr weta me W (w) 80 II p i 0.50 1 0.55 1 0.60 1 0.65 1
0.70 1 0.75 1 0.80 1
0.85
,c l
t I
l l
l l
l 13 0.1875 F 937 947 975 1031 1116 1247 1467 1838 y
l W
0.063 0.064 0.065 0.069 0.075 0.084 0.098 0.124 0.25 F
1250 1263 1300 1375 1488 1663 1950 2451 y
W 0.084 0.085 0.088 0.093 0.100 0.112 0.131 0.165 le 88 0.3125 F 1562 1578 1625 1719 1859 2078 2438 3064 y
W 0.105 0.106 0.109 0.116 0.125 0.140 0.164 0.206 0.375 F
1875 1894 1950 2062 2231 2494 2925 3677 g
as W
0.126 0.127 0.131 0.139 0.150 0.168 0.197 0.248 0.50 F
2500 2525 2600 2750 2975 3325 3900 4902 y
W 0.168 0.170 0.175 0.185 0.200 0.224 0.263 0.330 at 31 38 l
3.
30 31 32 33 34 35 36 37 38
~
39 40 (j-di
~
43 44 4$
44
~...
e
-,,-,,w
--+w
STONE & WEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET une n CALCUL ATION IDENTIFICATION NUMBER N.'.
if7/ft/
/)2 Cc )
6crJX-op 5 -L-J.O. 0 R W.O. N O.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE T M ts 4'-i3.s D
'( = /3.33 Assic Vp = 4'S0/
5 1
A 44 0 WA Ald~
rff JMf M5"ib t/WIr F04 Cd* Nl'fA/d)
A lt 0 H'A M i t f/uEr
' D J/ze~
Wl/W) io p l 0.50 1 0.55 l 0.60 1 0.65 l 0.70 l 0.75 l 0.80 1 0.85
- e l
I I
I I
I I
I L
IS l
is 0.1875 F 844 852 878 928 1004 1122 1316 1655 y
W 0.057 0.057 0.059 0.063 0.068 0.076 0.089 0.111 O.25 F
1125 1136 1170 1238 1339 1496 1755 2207 y
W 0.076 0.077
.0.079 0.083 0.090 0.10 0.118 0.149 i,
0.3125 F 1406 1421 1463 1547 1674 1871 2194 2758 y
no W
0.095 0.096 0.099 0.104 0.113 0.126 0.148 0.186 (f
se 0.375 F
1688 1705 1755 1857 2009 22L 2633 3310 y
W 0.114 0.115 0.118 0.125 0.135 0.151 0.177 0.223
,3 a4 0.50 F
2250 2273 2340 2475 2678 2993 3511 4413 y
W 0.152 0.153 0.158 0.167 0.180 0.202 0.236 0.297 as 37 20 1
30 3t St 33 34 St l,
3s 37 38
~
39 40 41 j
43 44
^
45 44
STONE & CE85TER ENGINEERING CORPORATION CALCULATION SHEET 4,.,
C ALCUL ATION IDENTIFICATION NUMSER I
l.'.
iMt/
d2Cc) 65,0y-oa 5-L J. 0. O R W.0. N O.
OlVISION G GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 7W1 9-t3. Tsi f:/0.C7 Awe Vp = 6Y23 Au O WA Atf rff JMF
- ftb
(/M/7 FM 'f f* bbW'#
A R OMA Al F futf r Wft D 1/Zr Wf/W)
.0 Il p l 0.50 1 0.55 1 0.60 1 0.65 1 0.70 1 0.75 1 0.80 1 0.85
,c I
I I
i I
i l
I l
8*
0.1875Fl1054 1065 1096 1160 1255 1402 1645 2068 y
18 W 0.071 0.072 0.074 0.078 0.085 0.094 0.111 0.139
'?
0.25 lFl1406 1420 1462 1546 1673 1870 2193 2757 y
lW 0.095 0.096 0.098 0.104 0.113 0.126 0.148 0.186 49 Fl1757 1775 1827 1933 2091 2337 2741 3446 no 0.3125 y
ai
(
W 0.118 0.119 0.123 0.130 0.141 0.157 0.185 0.232 at Fl2109 2130 2193 2319 2509 2804 3289 4135 0.375 y
a*
W 0.142 0.143 0.148 0.156 0.169 0.189 0.222 0.279 al Fl2811 2840 2924 3093 3346 3739 4386 5514 as 0.50 y
87 W 0.189 0.191 0.197 0.208 0.225 0.252 0.295 0.371 as 29 30
- 31
~
32 83 34 l
SS 56 37 30 j
39 40 4,
4:
45 44 l
45 l
46
STONE & CEBSTER EN'GINEERING CORPOR ATION CALCULATION SHEET 4,. n CALCUL ATION IDENTIFICATION NUMBER J.O. 0 R W.O. N O.
DIVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE L.'.
/ fy fth AlElc) 6cN-DO -L TMd8 4-/3.$'f e
Y=10 Awc Vp = 600 0 4
A 44 0 WA Alf rr#sNr Wrtb up/r 70/w & (d%/n)
~
AltoWAnte Ref er wrt D 2/rf W /w )
10
$ l 0.50 1 0.55 1 0.60 l 0.65 1 0.70 l 0.75 l 0.80 l 0.85 88 te l
l l
l l
l l
l 88 0.1875 F 1125 1136 1170 1238 1339 1496 1755 2206 y
W 0.076 0.077 0.079 0.083 0.090 0.101 0.118 0.149 0.25 F
1500 1515 1560 1650 1785 1995 2340 2942 y
if W
0.101 0.102 0.105 0.111 0.120 0.134 0.158 0.198 O.3125 F 1875 1894 1950 2063 2231 2494 2925 3677 y
W 0.126 0.128 0.131 0.139 0.150 0.168 0.197 0.248 r
to 0.375 F
2250 2273 2340 2475 2676 2993 3510 4412 y
at W
0.151 0.153 0.158 0.167 0.180 0.201 0.236 0.297 23 0.50 F
3000 3030 3120 3300 3570 3990 4680 5883 y
W 0.202 0.204 0.210 0.222 0.24 0.269 0.315 0.396 IS to 27 30 29 30 31 32 33 34 33 36 37 38 39 40 44 42 43 44 45 46
~
STONE & CESSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET wo n CALCULATION IDENTIFICATION NUW8ER J. O. O R W.O. N O.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 00 L.
/MV
//E&)
4rsly-o25-L 7A8d2 4-13. t G Y= 9 33 ass /c vp = rn st e
4 S
Au C WA Alf rfd J/df Wftb WN/7 f0Kf EWf0l*
~~
W('W)
AuoWARLE fgt f7 g;c,p gjgr 10 p l 0.50 1 0.55 l 0.60 1 0.65 l 0.70 1 0.75 l
0.80 1 0.85
,e l
l l
l l
l l
13
.4 0.1875 F 1206 1218 1254 1326 1435 1604 1881 2365 y
is W
0.081 0.082 0.084 0.089 0.097 0.108 0.126 0.159 3
O.25 F
1608 1624 1672 1768 1913 2138 2508 3153 y
W 0.108 0.109 0.213 0.119 0.129 0.144 0.169 0.212 i,
0.3125 F 2010 2030 2090 2211 2391 2673 3135 3941 y
ao W
0.135 0.137 0.141 0.149 0.161 0.180 0.211 0.265 0.375 F
2412 2436 2508 2653 2870 3207 3762 4729 y
W 0.162 0.164 0.169 0.179 0.193 0.216 0.253 0.319 34 0.50 T
3215 3248 3344 3537 3826 4277 5016 6305 y
as W
0.216 0.218 0.225 0.238 0.25 8 0.288 0.338 0.425
(
s af j
as 29 30 34 32 33 34 j
3.
3.
37 Se
~~
39 40 1
41 42 43 44 el 44
STONE & CEBSTER ENGINEERING COGPOR ATION CALCULATION SHEET
- r.. n C ALCUL ATION IDENTIFICATION NUMBER I
J.O. O R W.O. N O.
DIVISION D GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE L
ify ft/
ff2G) 6e.N - o 2 3 - L
'TA8LE 4-15.TH f:9 Ass /c Vp = 7500 A 44 0 WA Alf 73W sur Wrtb uiVM~ FDA M f&k//
W(/N)
A < t o WA 4 4 E F/ttF7 W662 s/2E
~
10 p l 0.50 1
0.55 1
0.60 1
0.65 1
0.70 1
0.75 1
0.80 1
0.85
- c l
l l
l l
l l
l 13 se 0.1875 F 1406 1420 1462 1547 1673 1870 2194 2700 y
W 0.095 0.096 0.099 0.104 0.113 0.126 0.148 0.182 O 25 F
1875 1894 1950 2063 2231 2494 2925 3600 9
W 0.126 0.128 0.131 0.139 0.150 0.168 0.197 0.242 is 0.3125 F 2344 2367 2437 2578 2789 3117 3656 4500 y
so V
0.158 0.159 0.164 0.174 0.188 0.210 0.246 0.303 iC-O.375 F
2812 2841 2925 3094 3347 3741 4387 5400 y
W 0.189 0.191 0.197 0.208 0.225 0.252 0.296 0.364
,3 0.50 F
3750 3787 3900 4125 4463 4988 5850 7200 y
8' W
0.253 0.255 0.263 0.278 0.300 0.336 0.394 0.485 g
36 t?
as 29 30 34 32 l
34 3S 36 37 30 39 40 41 7
42 43 44 el 46
STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET A Scie M CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O.
OlVISION D GROUP CALCUL ATlON NO.
OPTIONAL TASK CODE PAGE k
\\
M*WW Al2(c) 6ein - o 2 s z TABLE 4 -13. TI e
f=C owe Vp = 10000p3 i 4
S Alt 0 WA atf rff mf WEtb up/r FOME FW(dbjW) 7 WGN)
A ls o WA nw nelFr WELD
!!z !
to p i 0.50 1
0.55 i
0.60 1
0.65 1
0.70 1
0.75 i 0.80 1
0.85 or e
l l
l l
l l
l l
0.1875 F 2250 2273 2340 2475 2677 2700 2700 2700 i.
y Wl0.151 0.153 0.158 0.167 0.180 0.182 0.182 0.182
'S Fl3000 3030 3120 3300 3570 3600 3600 3600 0.25 y
W 0.202 0.204 0.210 0.222 0.240 0.242 0.242 0.242 0.3125 F 3750 3787 3900 4125 4463 4500 4500 4500 is y
- /
to W
0.25 3 0.255 0.263 0.278 0.300 0.303 0.303 0.303 4500 4545 4680 4950 5355 5400 5400 5400 O.375lFy W
0.303 0.306 0.315 0.333 0.361 0.364 0.364 0.364 34 0.50 F
6000 6060 6240 6600 7140 7200 7200 7200 y
s W
0.404 0.408 0.420 0.444 0.481 0.485 0.485 0.485
(
as 27 l
39 30 38 St
(
33 l
34 l
3.
36 37 38 39 40 41
(
4t 43 44 43 es
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET n
.n C ALCUL ATION IDENTIFICATION NUMBER db J. O. O R V!. 0. N O.
DIVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE
(.
/f1fij MCC) 6ft& 0 7 % 'l-7/?8!.E 4 -!3 O Y= 5 swe vp = R 00 0 es' Alto WA Mtf 7sW JNf n&tb 4W/7 FOACE l~W f0l*
A tt o wA blF F/lL F7 WEd>
t/2E W//N) 10 ll in s 1 0.50 1
0.55 1
0.60 1
0.65 O.70 1
0.75 1
0.80 l
0.85 g
i3
,. e l
l l
l l
l l
0.1875 F 1875 1894 1950 2062 2231 2494 2700 2700 y
W 0.126 0.127 0.131 0.139 0.150 0.168 0.182 0.182 it 0.25 F
2500 2525 2600 2750 2975 3325 3600 3600 y
se W
0.168 0.170 0.175 0.185 0.20 0.224 0.242 0.242 O.3125 F 3125 3156 3250 3437 3719 4156 4500 4500 y
r0 W
0.210 0.212 0.219 0.231 0.250 0.280 0.303 0.303 ar 0.375 F
3750 3787 3900 4125 4463 4988 5400 5400 y
a3 W
- 0. 253 0.255 0.263 0.278 0.300 0.336 0.334 0.364 0.50 F
5000 5050 S200 5500 5950 6650 7200 7200 y
l lWl0.337 0.340 0.350 0.370 0.401 0.448 0.485 0.485 l
er as n.
30 31 32 33 34 35 l
36 37 38 39 40 J
C2 43 de 45 46
STONE t. CEBSTER ENGINEERING CORPOR ATION i
l CALCUL ATION SHEET A 5010 65 CALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O.
DIVISION D GROUP C ALCUL ATION NO.
OPTIONAL TASK CODE PAGE d N
/S%S1 A 2(O 4erM-o2 6 -2 l
i
[A8lG 4 - /3,,f 3
AttOWAM f Tr#C/t E Wft' 2>
(7//7 foxcE Fwfh//w)
S A li OWA At f F/tt e r w d c,D
.9/77 W(su,I O. 8 <p < / O J=AO i
$Wh W (s.<')
.fk$Y W(is) no 11 g,g 73 27&O
- 0. / 2Z 40SO
- p. 2 73 i3 14 lb 3CO O 0.242 ff00
- p. 3 C$
ggg is 4500 0.303 C750
- 0. 4,T5 f
g 3,pg N
r tt 23 g 375 5 400 0.344 8/00 a.s46 25 as e7 72 OQ O.48 5
/0800
- 0. 72 7 g g-30 C/;b f P'Att CA'/PPu"C EM st/tE.
yo sparsst w wowa,tr wet,p TS 2^8 x %r 70 7,5
/O '/O x 'V8 35
) - d. 8 9 ' O. 8 1
37
- f. s 0.4 f y = _ o. 3 75 s O. 4 x 36000 = S400 M Fw :-
fw 5400
. __ g gg 4 yt :-
\\
1
- o S s
- 0. 70 7_
'o.707*f/000 f
w[t.D 7.S'
/07/0 X V6 7~o rs
/0 x /0 x 1/f l
Q w
<t
}=/O Q = /0 b?, ; / 0 8/00_
y 0707 # ?m a
\\
A
& = z'c O. 6 f = 0.3?S 10. 6 x 36000 : 8/00 fo
= p. S,tG y
l 46 6-
STONE & CEBSTER ENGINEERING CORPOR ATION CALCUL ATION SHEET a wa.,
C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O.
DIVISION & GROUP CALCUL ATION NO.
/$4SN
//26) dynF o 2 2, t
T/1R(s 9-15. 7A A s.1/ c t/p = 37s 0 Y= /C Att0 WA ate re d sit e w b y y /7~ fo.4cr f w ('db) &
A li o ws /ser ritt e 7 wet 2 sizr W(w) 10 0
- 0. 5 0 9.60 0.70 0 80
- p. 90
/. 0
'c 6
l
/322
/406
/498
/S82 16 73
/7S8 9./275 0.083 0.035 0. / 0
/.07 0./!3 0.//2
[
/762
/875
/99 7 2/09 223/
23M O.25 0./13 0./26 O./34 0.H2 0./50 0.15 2 2203 23M 24'9C 2C37 2789 2930 O.3/26 su
- 9. /+8 D. /S P Q./68 0./78 0./88 0./37 2644 22/2 2995 3/F4 3347 35/7 0.375 s4 9 /78 0./W3 0.202 0.2/3 0.225 0.23 7 es 3525 37S0 339.+
12 /9 4463 4488
- o. S0 s.
O.23 7 p.253 0.269 0.2 84 o.30/
O.3/6 r,
EX A M P/E.
WEtz r3 /O:2) 3'/
ro r.t /25/2 s 49 l
/
)~ g:O.233
// ' O.6 6 % 0. 6 Q,:sI.?S(/+/t)=EO Fw= de e2, Q,,EL-7l 0/^/0 3'
g - o.375i;2i1.01
= 28 /2 *4 s.
v.sx/6 pp 28/2 -.
- 9. /P 3 W = y pp y, y = ~o 70 7x 2/000
- \\
42 43 de 45 46
... ~
STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET 4 5010 86 CALCUL ATION IDENTIFICATION NUMBER
(
J. O. O R W.O. N O.
DIVISION O GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE
\\
/$1/VV
//2(c) cn gr/t -o 7 q ~2.
~D?8le 4 -/3. 78 Y= /4 a 4s/c Vp = 4'28G A 4i 0 WA Alf 7TA/ J//f IVd*/ b (//V/7 OACE ?Wfbb" e
A ll O WA 6 L f f/li U 04'F@ !/ 2 E W ('/N) e 10 II 0
- 0. S 0 o.60 o.70 0.80
- p. 90
/. 0 l
's de I
il
/S//
/4 o 7
/ 7/2
/808 19/3 2003 9./E73
,s O./02 0./08
- 0. //5 0./22 0/29 9./3 5 20/4 2/43 2282 24//
25SO 2678 O. P C 0./3 d 0.H4 0./S4
- 0. /CE O./72 0./80 2SM 2t79 2853 30/3 3/22 3348 l
O.3/25 at D /70 0./80
- 0. /f2 0.203 0. 2/5
- 0. 22 C 302?
32/4 3423 3C/6 3225 40/i 0..s76 s*
al O.203
- 0. 2/ 7 0.23/
0.?44 0.258 0.27/
l 4029 ' 4??C 4 5 & GL 4822 S/00 S357 O.50 se 0 27/
0.223 p.307 0 325 0.344 0,36/
t l
3.
30 38 i
32 33 34 35 3s 37 38 3.
40 48 l\\
42 l
43 44 el
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STONE & CEBSTER ENGINEERING CORPOR ATION CALCULATION SHEET a n.
CALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O. N O.
DIVISION & GROUP CALCUL ATIO NO.
OPTIONAL TASK CODE PAGE b L
d% Vt/
d2CG 6GdX -c7% 't 7/18lE 4 -/3. 7 G awe Vp' = 450/
Y= /3. 3 A440WAatf rr# me pr.c n urir Foxer Fw (a/w)
Azio WA S L E f/LL ET WEl b 3/76 W (W) 9 10 0
- 0. 5 0 0.60 0.70 0 80
- p. 90
/. 0 6
/587
/688
/797
/8 93 2009 2/of O. /17f 0.10 7 0.//4
- 0. /2/
p./22
- 0. ! 3 C 0./ft
,6 i
2//S E250 2337 2C32 2671 28/3 O. P C 0./42
- 0. /S2 0./6/
0./7/
0./80 0./29 l
es
~
2644 2 g/3 2996 3/65 3348 35/6
\\
O.3/25 0./78 0./89 0.202 0.2/3 0 225 0.23 7 l
n 3/73 337G 3595 579s 40/7 f2 2 C' l
0.575 O.2/4 0.22 8 0.242 0. 25G 0.27/
O.284 es 423/
450/
4794 S 06 9 53CC SS2 '
- 0. S0 O.285 0.303 0.323
- 0. 3 4 f 0.34/
o.578 u
u, 30 St 38 33 34 3S 36 37 38 39 40 45
(
43 44 45 46
STONE & CEBSTER ENGINEEQlNG CORPORATION CALCUL ATION SHEET
& $010 e6 CALCUL ATION IDENTIFICATION NUMBER J. 0. 0 R W.0. N O.
DIVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAG' O
(
/fu hl
/J2[C) 6Er(X-o p % ~'L TMIs 4 -/3. 2D s
f: /2 A A.1/ c Vp = 50 0 0 i
s A 44 0 WA ate 7r# tur Wrtb uw/7 f0ACF 5 W'N
?
y.
AuokAAlf F/dl C WEd,b
!12 F to iI 0
- 0. 5 0 D. 60 0.70 0 80 0.90
/. 0
't de i3
/762
/875
/99 7 2/03 223/
2344 O./875 D. //3 0./2 C Q./34 0M2 0./50 0./58 ns 23S0 2500 2C62 28/2 2975 3/25 O. e r 1 -
- 0. !5 ?
O./62 9./79 0./89 a 20 0.2/0 l((
2937 3/25 3328 3C/C 37/3 3906 l
\\
O.3/25 et 0./98 0.2/0 0.22+
0.23 7 0.25 0.26'3 3525 37.50 3$34 42/3 44G.3 4C88
- o..s 75 s<
0.237 0.2 53 0.269 0.284 0.30/
a sis e3 1
4700 sooD S325 5625 S350 62Co c'
O. so D.3/7 0.33 7 p.359
- o. z ?S O 40 o.42
\\
no s.
30 31 32 1
33 34 33 l
Ss 37 38 39 40 t
40 42 43 44 el x
.c..
STONE & CEBSTER EllOINEERING COQPORATION CALCULATION SHEET
& 5010 G8 CALCUL ATION IDENTIFICATION NUMBER l
J. O. O R W.O. N O.
OiVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE b l
/M9 A)2co cwk-02 g - t 7Atff.4 4 -ib. 7E i
Y: /O. 4 7 awe Vp' = SC 2 3 pst S
Alt 0WAAlf T f f.t// f Wrtb g/p/7 /~0A Cf & (0/")
WhW) e AllowA ALE fie t r 7 wetz
,t i z e 10 11 I
0
- 0. S 0 0.60
- 6. 7G G 80
- p. 90
/. 0 6
.3
/982 2/09 2246' 2372 2509 2434 O. /2 7C 0./33 0./42
- 0. /5 /
0./C0 0./f3 0./77 es 2443 2 8 //
2994 3/44 33 94 SS /9
~
O.25 n
0./77 0./89 0.202 0.2/3 0.22 5 0.237 C{
~
3303 5s/9 3742 59s4 4/82 4 3 9,3 O.3/25 as G222 0.23 7 0.232 0.2GC 0282 0.2 96 3944 42/7 443/
4744 50/8 52 72 0.375 es 0.267 0.224 0.302 0, 5 z 0.338 0.355 S 2 84 SG,t3 S$88 (32 6 669/
7023 O. SO 0.356 0.379 0.403 0.42G O.45/
0.47.3 ss s.
30 31 3s
[
33 l
u 35 as 37
[
3e 39 40
[
45 k
42 t
43 i
44 45 46
STONE & CEBSTER ENGINEEI.ING CORPOR ATION CALCULATION SHEET t oe n CALCUL ATION IDENTIFIC ATION NUMBER J. O. O R W.O. N O.
DIVISION & GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 70
' \\.
/(m 99 Al2CO d ar k - o a b -1.
TAalE 4 t3 7F f: /0 A 43/ c J/p = 60 0 O p,v AC/7*
0; f Vp 40.46 A u 0 wA sw rw sur wrin voir rogee n(as/w)
~ '
r A 4.l o w4 & 4 E F/u r7 /[d b 2/ W w'('/w')
t0 i.
0
- 0. 5 0 0.60 C. 7G 6! 8 0 D. 90
/0 6
.3 2t/S 2250 2396 253/
2r77 27o0 O./276 0./42 0./S/.
- p. /6 /
p./70 0./80 C./82 ss 2320 3000 J/95 3375 3570 3600 O. PC
- 0. /'$
o.202 0.2/5 o.227 0.24 d.24E es 352C 3750 3994 42/3 M63 4soo O. 3/e f 0.237 0.253 0.z59
- 0. z84 0.30/
6.303 n
4230 4soo 4793 So6s S35C S400 0..s75 s4 0.285 0.303 0,323 0.34/
0.3 //
- 0. 3 C9
\\
n 5640 6000
/390 6750 7/4 0 7200 9.50
~ 54/5 0.380 0.404
- p. 43 0 0455 4AE/'
to 30
__ i ___.._.
~
31 32 33 34 33 36 37 35 39 40 41 4s
- g 43 44 43 46
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCUL ATION IDENTIFICATION NUMBER k,\\
lI J.O. O R W.O. No.
DIVISION D GROUP CALCUL ATION No.
OPTIONAL TASK CODE PAGE
/ty{'V t)2(c. )
Ge])<-033~t 1 7/Mts 4-/3 74 y= 9. 33 swc v;o = 64.34v
=
O R$ 4 4 p. 4Fy M7 f
A 44 0 WA Alf 74W JNF
- ftb yyy,coger &[6/*)
AltoWAMLE F/dl F 7 Wft D 2/ZE W(/*0 80 0
- 0. S O 0.60 C. 70 0 80 C.90 t'. 0 ge
.3 2267 24/2 2547 2700 8 700 2700 O./275 0./53 0./42 0,/73 9./82 0./82 0 182
,s 3022 32/5 3424 scoo scoo 3600
(
- 0. 2 C 0.203 0,2/7 0.23/
p.242 o 242 c.242 l
3778 40/3 428/
4500 4S00 4C00
\\
- p. 3/25 at 0.254 0.27/
Q.288 0.30 3 0.303 0.303 4539 4823 f/.37 s400 S400
.s400 0,37S x4 0.30 5
- 0..s? S
- 0. 3 4 6' o.364 0.&64 p.364 es l
C045 g 43/
t'8 49 7200 7/00 7200 O. SO se 0 407 0.433 0.46/
p 415 0437 o.48 5 se 30 34 32 33 34 35 34 37 3e Se 40 4i
\\
4t 43 44 45 46
STONE & CEBSTER ENGINEERING CORPORATION CALCUL ATION SHEET
.h 9010 GB C ALCUL ATION IDENTIFICATION NUMBER J.O. O R W.O NO.
OlvlSION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE E
/WN
/20-)
drijX- 0 7 %-t
~f/?/NE 4-/S.7M Awc Vp = 7 s'0 0 Y= 8 607 dj Q Vp 4 0. 4 /'y A Lt 0 WA ate rff suf Wetb y,wr FOA'cf Fw(dbbk Alts wA sL F F/t t f 7' WE@
3/?f W(/N) e 10 It
's l
0
- 0. 5 0 0.60 0.70 0 80
- p. 90
/. 0
's de il 2444 2700 2700 g 7o0 2 7oo g700 O./275 0./73
- 0. /S 2 0./32 0.18 2 0./82 O./82 as 3525 3600 3600
? coo 3600 3600 O. PC 0.237 0.242 C.242 0.242 0.242 0.242
(
4406 4 CCO 4s00 4s00 4500 4500 O.3/25 at 0.297 $.303 0.303 0.303 0.303 0.303 S287 S400 S400 S900 S400 S400
- 0. 57S O.556 0.364
O.344 0.369 0.364 0.569 s3 7030 720 0 7200 7?00 7200 7200 O. SO 0.475 9.435
- 0. Zis C. 485' O.42C 0.42[
se a.
30 31 32 33 34 33 34 37 30 3.
40 de
(
43 e4 43 dE
STONE & CEBSTER ENGINEE AING COOPOR ATION CALCUL ATION SHEET 4..
CALCUL ATION IDENTIFICATION NUMBER J. O. O R W.O. N O.
OlVISION D GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE 7b l
/$4 $O k2(C )
0DN - o 2 b A l
l 7/+13!E c+ -13,71 f: C B As/ c Vp = /000 0 PSI AW Gj Q yp 2 04 fy Alt 0WAAlf rf# sMF
- ftb up/7 fcxcE N (6/W)
Alw wAh&E N4d F7 WELD J/%f Wf/W) 0
- 0. s 0
- p. 60
- p. 70 y so
- p. 90
/. o
'n ge il s
2700 2700 2700 2700
? 70 0 2700 f./275
- 0. /E2 0./82 0./82 0./82 0/32 0./82 es 3600 3G00 2600 3620 36CO 5600 O. P C s,
a 242 O 24 2
- 24 0.242 0242 0.242
(
4500 4C00 4500 4S00 4500 4500 O. 3/2 e l
at 0.303 0.303 C.303 0.303 0.30 3 0.Jos SA00 S400 5400 C400 S400 C400 f
l 0.375 e4 es 0.364 p.364 0.3sq
- 0. % 9 o,364 0.344 7200 7200 7200 7200 7200 7200 O. SO s'e O.485 p.475 0.485 0.485 O. 48 5 0 48r l
3, 30 31 32 33 34 l
35 36 37 3e 39 40
(-
(
43 44 45
STONE & CEBSTER ENGINEERING CORPORATION CALCULATION SHEET sw CALCUL ATich IDENTIFICATION NUMBER J. O. 0 R W.O. N O.
OlVISION O GROUP CALCUL ATION NO.
OPTIONAL TASK CODE PAGE k
/CV $%
A)2(t) 6c/Jy- 0 ? % - L 7Mf& 4 - ! L 7J.
A 43/c Vp = /2000p3 /
[= f f p 4 0.4 /~y V
8uT Q, Q s
rfs ' J//f ivrtb yptr 70/ CE i'V (Tb/s")
A u 0 WA Alf s
A t t 0 WA n tf f/ddfr wrt) 2/26 Wf/y) to 11 0
- 0. S 0 0.60 0.70 6l80
- p. 90
/. 0 u
de is 2700 2700 270 0 2700 2700 proo O./275 0./82 0./82 0./8?
O./82
- 0. /.Ed 0782 86 3600 3600 3600 3600 2doo 3600 O. PC
,e 0242 9.242 0.242 0,242 0.242 C.242 4200 4500
< 5'0 0 4500 4S00 4500 O.3/25 at 0.303 f303 0.303 0.30.3 0.303 0.303 3400 S 40 0 S100 6400 S 40 0 S400 0.375 9.364 0.3.14
- 0. % 4 C.3 44 0.364 0.364 ss i
7?O O 7200 7i30 720 0 7200 7eo O O. SO se Q48S l.n. 485' O ff[
0.435 0.485 0.43 [
30 f0 I"[ e' g/ ) p.2)
W
$[0 04W[hl ?
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7/t(R EFORf 3/tOWA/ FOR l
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ss j
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/,1 A/07 /MNUbf O
/A' O
CAA/ - 7 p 77-4./3 3.
39 40 f
42 el 43 as of 46
STONE & CEBSTER ENGINEE AING CORPORATION CALCUL ATION SHEET A 5010 PS I
CALCUL ATION IDENTIFICATION NUMBER PAGE.Ih J.O. O R W.O. NO.
OlVISION D GROUP
! CALCUL ATION NO.
OPTIONAL TASK CODE I
/ $7l$'V
/$$')
l dGth-o 7 %> -t
' Rff TVBf E N D PtATE wirM
/ fax J A A ex r r s ri s e/ra r g 3
4 S
/
FCA TMf C7AVr &A CNc/M fA WM/(M /3 /N d/NT s
wits FMf Tu'd f A MJ,
Afkt/ /RFD Pt'A 78 r/texw!S$
cA A/,s E wre x r.D
/FA> 746if 4'-B. <f I- -- - - 5
./
j g
iJ FOR THC ry/se see r/op3 wit /cif 4RC po7
/MetubED
/N TMF rA64 f c/SF THE p'o9 Mc// A
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lT l
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21 94 l 1.39 Let 0 84 0.?! e tt 6.58 IJO l.13 1.90 G JC 4 83 0.55 1.32 1 64 O tl 0 74 0 00 4J0 04 1 1.13 0 90 0 71 0 60 0.51 0 43 l it O SI SJ3 0 84 0.33 0 47 1.44 9.D0 0 76 0 64 454 0 44 24 48 l0ft 0 78 0.82 0 JI 't et GJ6 tJO 4 74 0 Of 0.37 0 45 0.40 0.87 876 0 83 e l4 0 44 GJe u lue Oss ut o u us e.w u s set ut eer us us ! ni en 0.ss us na ue 26 (OA TMF S/fbuf1
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r/rf iod 4 7 f PTAFSS, 30 for All t'A SCS 7'NF prrac a 2/Sc//4fD /# sfer/oxs
- 3. 6 3s/tl Af t/? f D 7 47 fvAltJ47f TNF Pt 4 7F.
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CALCUL ATION SHEET O 47 ,.w.nOf %fri d2G)-Sre-o n A KuH h2 p. 2.4 cas ein avsnu mruvirar.atinN NUWBER l ~ TA 194 f 4'- /3. 4D N k- - R A TIO OF.us/4 y tea 70 rye ga rra spuxer a,;z BA' A c ke r: 3 x 4 92 x /. 0 n =. 3 %s F - /S70 0 <a L o sp rypt- 'A ' Jois.D ryM~ '8 ' ryor size AWD TNICN/f34 l,l l } ~ 7s JxJ x t/4 /. 0 /. 0 /0
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clu. Isss.o z<4-deon 2. A'r7x.MueuT A'S pg 3, Jsb No. 15454 ' Chrono Tile R2.1.15 Job Book STONI & VEBSTER INGINEERING CORPORATION Time ///00 4M COMANCHE PEAX STEAM EI.ECTEIC STATION Date //84 UNIT 1 'J.0. No. 15454 TEI.IPHONI MEMORANDUM Incoming Outgoing o.wao// 5etween f.06Ac~4/ et 5%'EC and P. W.N44rNAL.U of JA!Clt,. 0 / t, Subjeet JM7c'ssserAf/cv of 1985 Aws D/./ 3rdf* sex / /0 E THE JOB BOOK NUM3ER MUST BE PLACED IN UPPER RIGHT l
SUMMARY
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