ML20128G949
| ML20128G949 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/22/1993 |
| From: | Riding K ABB IMPELL CORP. (FORMERLY IMPELL CORP.) |
| To: | |
| Shared Package | |
| ML20127K787 | List: |
| References | |
| 0218-CO-0429, 0218-CO-0429-R00, 218-CO-429, 218-CO-429-R, NUDOCS 9302160197 | |
| Download: ML20128G949 (21) | |
Text
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ASD-305 1 hD 0
05000 46 REV. 1 pga 4
FIGURE 7.1 2EP400
~ '~
REVIS60N 3 CALCULATION TITLE PAGE PAGE 1 OF 1 PAGE1 TEXAS UTILITIES ELECTRIC Co. / CPSES UNIT 2 MAL M PAGES &
CALCULATION CLASSirlCATIONS:
CAL CULATION TITLE (IndiostNo d the Ob}ectke):
CA1(Ut ATJcN CF W E2 G H T5 O t) E 3 CLASS 1 or il 70 FTRE PRb7tc12cN NATERZAL a nou.sgyggy CALCULATION IDENTIFICATION ORGANIZATION:
CALCULATION NUMSER TYPE NUMBER I
AB6 v1PELL (CRP-cnbz O r t s - c o - 04<7 cy WPST NUM8ER COMPUTER OUTPUT SYSTERSUS-SYSTEM
_Z.
_f. f_.
3.
YES O NO @
a (OR)
ATTACHED
/VA WPN_ _
YES n NO Fl APPRO/ALS PRIKT NAME, SIGN, ANO DATE SUPPLEMENTS /
CONFIRMATION CHECKER (S)/
APPRol/AL(5)/
SUPERSEDES REQUIRED REY NC1 (TYPE /NUMJREY.)
YES NO PREPARER (S)
REVIEWER (S)
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p c (f wV/O O
'NONE
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OtSTRIBUTION:
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ASS ZmPE L L CO R P.
- 1 11.1 (2 COPIES) 2EP40s 1, REVISION 3 2EP500-1 RECORD TYPE CODE: 6A.100 1
i REVISION LOG REV NO.
DESCRIPTION OF CHANGES 0
Initial Issue 4
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1 Table of Contents Descriotion page 4
Calculation Title Page ------------------------------ 1 Revision Log ---------------------------------------- 2 Table of Contents ----------------------------------- 3 1.0 Introduction / Purpose -------------------------- 4 2.0 Assumptions ----------------------------------- 5 3.0 References ------------------------------------ 6 4.0 Scope ----------------------------------------- 7 5.0 Methodology ----------------------------------- 8 6.0 Design Input ---------------------------------- 8 7.0 Calculation ----------------------------------- 9 8.0 Conclusion ------------------------------------ 20 3
NO. OF PAGES=
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218
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.- ~. -- -.... - -
~. -
i 1
e f-b 1 0 Introduction /Purng33
{
Train A.and B conduits-carry electrical-cables essential to the safe. shutdown of the plant._
.Therefore, the conduits,.
E associated junction boxes and supports identified during the fire safe shutdown analysis (FSSA),
must-be~. capable' of l
withstanding a fire.
.one fire resistive. material-used at Comanche Peakito protect: conduit systems is thermolag.
3 i-3 DCA 95794, revision 16-against specification : CPES-M-2032 - was -
4 written to incorporate the. additional. requirements-for installation of raceways with thermolag based.on the recent testing of thermolag-material at-Omega Labs.
l l
The purpose of this calculation -is to ' derive = unit weights, density and weights for conduits and components covered with thermolag as. listed below based - on the requirements of _ DCA j
95794,. - revision - 6.-
A.
To calculate the weight per - foot of thermolag for
[,
different sizes of-conduits.
B.
To calculate the equivalent density with respect to the conduit metal area and. cables plus thermolag.
l C.
To calculate the equivalent weight of fittings (weight of fitting minus conduit. run) - for different sizes of conduits when covered with thermolag.
D.
To calculate-the _ additional: weight imposed by thermolag on-tube steel-' members and junction-boxes.
i l
!, x iI i
l
- AB,B 218-
, OE
' O 9 %93 ff) 9-M2-4-
O REV BY DATE CHELTED DATE ABB IMPEf1 CORPORATION y
D v
v-*-e pr
-N-e 3
yaewy9 y
w pewAmtqt a.g W
q g-y'vy+i--
-b h-p=-
"'WWT
"*w V2&oW#9F'-
P'"
-'*-F'"W'
'*-+4'
--'84 W
= _ _
I i
i 2.0 Assuuntions t
The stress skin used to reinforce box enclost 1 is approximated by a 1/4" thick by 3" wide strip of the::n ag.
All units are pounds and-inches unless otherwise noted.
Other-assumptions will be listed in -the body -of.
the-
+
calculation as-applicable.
4 I
i 4
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a i
i i
I ti-i 4
4 i
I %
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i v
d 218
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_M B "N
5.
O TEE T TZ.
fp-4-4-91, REV BY DATE CHf!CKED DATE ABB IMPEL L CORPORATION I
~.
^
3.0 References 1.
ABB Impell Procedure 2IM-5.02-CND, Revision 2, Job No. 's 0217 & 0218, " Conduit and Conduit Support Design".
2.
S2-0910 series of generic drawings as referenced within the calculation.
3.
Not Used.
4.
Pre-engineered Standard Design (PESD) Series of S2-0910 drawings.
For a list of revisionc of drawings see S2-0910 SH. PESD-I-A, revision CP-3.
5.
AISC, American Institute of Steel Construction, Steel Construction Manual, 7th Edition.
6.
DCA 95794, Revision 6.
7.
Ebasco Calculation, Span 1220 Revision 1, "Thermolag and B&B (R.E.S.) weight calculation.
8.
Specification, CPES-M-2032, Revision 0, " Procurement and Installation of Fire Barrier and Fireproofing Materials" A
l 218
,s m ABB
'^ =
6
)
0 W
9-9 7z Pp 4492 0218-CO-0429 ho j
arv av Det cwEcKen nue Ann n.seru conecunon
idLECOPE This calculation develops the weights due to thermolag for preshaped sections. The loads developed for both conduits and i
fittings are for use in the qualification of conduit runs covered with thermolag.
The fitting weights do not represent the actual weight of the fitting plus the box thermolag but is this weight minus thn weight of preshape thermolag already included with the conduit density.
l l
' "o 218 ex.
.A,,,BB.
7 NW O~ DT T-9-72 PDD 9-9 92 MMO-W9 O
, erv tv nATE onmo DATe o n w rru m erona.rios
k.,9 Hethot. ology [REr. 3, P. S G3 For weight ca4culation of conduit fittings with thermolag the following steps are considered.
1.
Thermolag panel thickness is considered to be 1/2" minimum and 3/4" maximum.
2.
For fitting dimensions, the information in reference 7 attachment B is used.
3.
Thermo-lag 350 water based spill resistant topcoat is applied to thermolag.
This will prevent thermo-lag from getting wet.
'1hus, Wet weight is not considered in the calculation.
4.
LBD with thermolag is considered to be in a box with the largest dimension of the LBD plus 1.5" esed.
5.
The following detail is considered for unions with thermo-lag.
~ 2'
~h UNION
/
,r--
7/Te 9v MEd COND0lT b
I I
t_/ ]I i_/ / 6 If f V,
l T
2 /
( 3/ mv.Orr)
' -d r
6.
conduit fitting weights are equivalent weights per reference 2, SH. PESD-2-2 Rev. CP-3.
7.
Fitting weights are based on preshaped conduit sections.
A j.0 DESIGN INPQT The documents listed below were used as design input.
1.
Lbasco Calculation Span 1220, Revision 1.
2.
DCA 95794, Revi'sion 6.
3.
Specification CPES-M-2032, Revision O.
'" " o 218 esoe O
7.ff 7792 PD 9 9 92.
.ABB C^ "
8 18-CO-0429
('O REY BY DATE CHrcKPD LATF ADD tWN L CORNP.amON
y i
f 5 D 7.0 CALCULATIONS k
I e
Conduit with Preshaped Thermo-Lag Sections E ?
N o
4 b @
Conduit Conduit (1)
Conduit (2)
"IL (3)
Cond +~IL Conduit (4)
Cond + TL Size.
wtSt Metal Area wt51 wtSt Density Density 2
E A (in)
(Ib)
(in ^2)
(Ib)
(Ib)
(Iblin ^3)
(1 bin ^3) y 0.75 1.50 0.333 5.34 6.84 0.375 1.711 1.0 2.00 0.494 6.34 8.34 0.337 1.406 1.5 4.00 0.799 7.67 11.67 0.417 1.217 i
2.0 5.00 1.070 8.60 13.60 0.389 1.060
~
I 3.0 13.00 2.230 5.94 18.94 0.486 0.708 jig f,1 4.0 19.00 3.170 7.27 26.27 0.499 0.691 5.0 23.00 4.300 8.67 31.67 0.446 0.614 i
NOTES:
- 1. Ref. 4 SH. PESD-2-2 Rev CP-3 8, 2
- 2. Ref. 5 page 1-102 g
3g 8
- 3. Ref. 6. page 19 (for TLwt)
For 3/4" to 2' conduits: TL wt/ft = 2 * (1/2" TL wt + 1/4" TL wt) / 3 r
Q For 3" to 5' conduits:.TLwt/ft = 2 * (1/2'TLwt) / 3
- 4. Ref.1 page 45 O
E 1
t 3
2 1
i y
~ i l
t 4
$ o Weight of Thermo-lag 330-660 Flexi Blanket f
Formulas j
_a O.D. = 2 x 035 + Conduit OD 3
m o
2 LA U S y /
35 L1 = 3.14159x (OD + 0.25 x 2) + 4
's EAc# LAYEA j ~7#ICK L2 = 3.14159 x (OD + 0.25 x 4) + 4
[
f N
I k y SM @TE 2, L3 = 3.14159 x (OD + 0.25 x 6) + 4 j
\\
A = (L1 + L2 + L3)x 12/144 = (L1 + L2 + L3)/12 l
W = A x 2.1
.o
? I 4,
4
- .' A i'
f Conduit Conduit (1)
O.D.
L1 L2 L3 L1 +L2+ L3' A
W W + 15%
Flex Flex Airdorp Airdmp' f
4 Size O.D.
(2)
(3)
(4)
+ TL(5)
+ TL(6)I j
j h
(in)
(in)
(in)
(in)
(in)
(in)
(in)
(ft ^ 2)
(ibs,Tt)
(Itwit) i (ItwTi). (Ibs) ig)
(Ibs)
[
F 0.75 1.050 2.55 13.53 15.15 1632 45.46 '3383 i
7.96 9.15 0.73 39.51!
1.7 42E7
[
f 0E 1.00 1315 2E2 14.41 15.99 1.56 47.96 3.996 l 339 9.65 1.19, 4336 13!
45.13
_ S.8 { 5422 f
fE 1.50 1.900 3.40 16.25 1752 1939 53.47 4.456 936 1036 2.40 52.M -
9 l'
2.00 2375 3E8 17.74 1932 20.89 57.95 4E29 10.14 11.66 2.73' 57.57]
eto 53.43 l
l-300 3.500 5.00 21.28 22E5 0.(X) 44.13 3.677 732 MES 333 70MI 27.0 66.96 l I
+
t t
4.00 4.500 6.00 24.42 25.99 0.00 50.41 4.201 3E2
'10.15 12.M. I13.93 i 33hi 84.25i i..
5.00 5.5631 7.061 2736 l 2933 0.001 57.09 - 4358 9.99 I1.49 1536 134 25i
_3x6i 9030l l
4 oS }5 No l
-g i
d,,.
t NOTES:
j n
o
- 1. Ref. 5 page 1-102 0
- 2. Apply 0.25" thick third layer for conduits 2" and smaller.
[
3 O
- 3. Increase by 15% to account for over wrap or contourincrease.
l j'
i Q
- 4. Ref. 4 SH. PESD-2-2 Rev CP-3 L
D
- 5. Use maximum flex length from reference 4.
- 6. Use maximum airdrop langth as 4*-6".
l r
l g ?.~ E I
o 7
4 t
h i
_.._..__.___..._____.m__._
.y l
i
..i I
1
, o 2
Thermo-lag Weight for Unions f
p q
7- - - -
- i
=--
i-l I-1 l
Formulas I
n 4g 1
g 4 _ _ _'
L1 - A + 2
- 035 (whichever is greater)
[
o
... e l
L2 = B + 0.75 OR = 'JD + 2
- 0.75 (whichever is greater)
.g M 4 y
V = LI
- L2
- 0.75
- 4 = 3
- 1.1
- L2
[
l l
i
- - -.I W1 = V
- 0.0487 j
i o
s _._
__{
l__
g g l
l-l W2 = A * (unitweight) /12
(
i 8-g 4
'L,_
,_,_ _._ d L__ __ _
_1 W = WI - W2 l
'L
%'s A
t%*, _
S JLM*i d
- 4 a
o
!r t
j.
A f Is i
I
( Tw)
=i y
4 Conduit
. "IL Conduit (1) Union (2)
A (3) 3(3)
L1 L2 V
.R.WT COND'11 W
WTor l
l.
j Sim wtat
- O.D.
wt W1 W2 Unica + R ji (in) '
(Ib)
(in)
(hs)
(in)
(in)
(in)
(in)
(in*3)
(Ibs)
(bs)
(Ibs)
(1hs) 0.75 534 IJ050 0.60 1.47 135 2.97 2.55 22.72 1.11 0.65 0.45 1.1 s, E V
1.00 634 1315 OJO 1.72 2.00 3.22 2.82 27.19 132 0.91 0.42 1.2 5' @
1.50 7.67 1.900 IJO 2.19 3JD6 3J9 321 42.18 2.05 1.40 0.65 25
.y.
I 2.00 8.60 2375 2J0 231 3.72 3E1 4.47 51.09 2.49 IIi6 OE3 3.6 3JD0 5.94 3.500 8.00 338 538 4.88 6.13 8934 437 1.67 230 103 4.00 7.27 4300 10J0 3.50 6.44 5.00 7.19 10725 5.25 2.12 3.13 13.9 j
tu E M 5.00 8.67 5.563 15.10 328 838 538 9.13 14736 7.18 2.80 437 19.5 t
1 o o k I
j.S 5
}
3 j..
,o I
O,
' NOTES:
i, o
l g
- 1. Ref. 5 page 1-102 0
- 2. Ref. 4 SH. PESD-2-2 Rev CP -
k
- 3. Ref. 7 Attachment 8
.3 '
}
i i
l 3
i p
r 1.
o p
a i
-t E,
i m
m.
-.J-
^'
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t
~
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8'.
j Thermo-lag Weight for Un~mns j
i I
iL unemer5 3
i ntdsITY Dttr. 6, esa 53 i
2 o
-s E a Formulas f
i N
W3 = 3.0
- 0.25 * ( L1 + L2 + L2 )
- 4
- 0.0487 l
3 2
= 0.1461 * ( L1 + L2 + L2) 3 j;
R Total WT = WT of Union + WT TL + WT Stress Skin L,
B
_O O
5 i c
W
' Conduit Stres Skin TotalWT Size W3 d
fic)
(lhs) ~
(Ibs)
.a 5
0.75 1.18 22-I' S E' l.00 129 25 f
kE 130 1.65 4.1 I..
2.00 1.86 53 3.00 230 13.2 l
4.00 2.83 16.8 j
Oh $
5.00 3.45 22.9 l
No
- z 55 l
n
- NOTE-Use column labeled total weight for design.
I O
o i
N I'
O l
t i
i-n i
_D i
1 i
s w
O'NE i
- l..
I h
i
...v.
7 5 B Thermo-lag Weight for BC I
l 9
Formulas l
L1 = a + 2
- 0.75 + 0.5 = a + 2
-o 9-g L2 = b + 0.75 o
4
/
(
L3 = c + 0.75 N
V = { L1
- L2 + L1
- L3 )
- 2
- 0.75 q
9
= 1.5
- L1 * (12 + L3 )
w W = V
- 0.0487 9
o W1 = W - (a /12) * (TLwt/ft)
U o
? 1 8
A
~
L2 L3 V
W wt WTot Y
e Conduit TL Conduit (1) BC (2) a (3) b (3) c (3)
LI "IL %T BC + R Size wt/ft O.D.
wt (Ibs) j; (in)
(Ib)
(in)
(Ibs)
(in)
(in) l (en)
(in)
(in)
(in)
(in^3)
.(Ibs)
(Ibs) g 101{
98 e 75 534 8 850 7.30 13.75 2.5625 3 00 15 75 33125 3 75 le685 8 13 1 00 634
.315 7 40 1375 2.5425 3 00 15 75 13125 3.75 f ee 85 8 13 e 8n l 83
- I I 50 7 67 1.900 620 1175
~ 2_5625 3 00 15.75 3 3125 3.75 166 85 833
~ e **
5.5 2.co 8.60 2375 5 90 1175 11250 3.00 t 5.75 3 8750 3.75 iNO I4 8 77
- t OH 48 5.94 1500 9 00 1s38 4 3750 4 25 20 38 5.1250 5 00 kr# 45 15 07 5 97 85 0 3 00__
22.s1 8 42 24 4 00 727 4.500 15.70 2175 53750 525 25 75 41250 6 00 46831 5 00 l So 5.563
- 2
%o z
N6
- 9-NOTES:
0
- 1. Ref. 5 page 1 -102 2
- 2. Ref. 4 SH. PESD-2-2 Rev CP-3 n
6 00
- 3. Ref. 7 Attachment B O
-t N
-O
? ?
$M
7 3 D Thermo-lag Weight for BC
-4 Formulas g j 4
W3 = 3.0
- 015 * ( L1 + L2 + L3 )
- 4
- 0.Gt37
= 0.1461 * (L1 + L2 + L3)
TotalWT = %Tof BC + %T'IL + %TStressSkin g
C D
o
- n Y
Conduit Stress Skin Total %T' Size W3 i
(in)
(Rs)
(Rs) jj;p 0.75 133 til vW 1.00 333 11.6 1.50 1 33 8_9 g
2A0 1 42 82_
190 4 46 19.4 4.00 153 29.7 540 38 8 fno
. NOTE-Use column labeled Total WT for design.
g O
N
- -t - 3 N
D O
M O
l i
7 3
l 5 0 1J Thermo-lag Weight for LBD i
Formulas x = a + 1.5 y = b + 1.5 i.
L 4,
z = c + 1.5 w
3 V1=a*b*c l-
,E,j C-2
().
V2 = x
- y
- z N
~
_ _ _e >-
V3 = 3.14159 * (OD) ^ 2
- 0.75 / 2 W1 = ( V2 - V1 - V3)
- 0.0487 9 0 8
W2 = (L1 + L2) * (UnitWT)
L c,
f
'r i
r,i W = W1 - W2 x
g a L1 + L2 = LBO dimensions
~
4.
m a I,,
D i
VI V2 V3 wt t.1+L2 W2 W
- 11. +
{
Condues T1.
Camdema(1 LSD(2) a(1) b(3) c(3) m y
a uto sac
.vt on we g
(in)
(8b)
(=)
(h)
(=)
('a) t=)
(=)
(=)
(*)
(="33 (=^ 31 (n ~ 31 (h)
(ft) th) th)
(tAs) j 3-0.75 534 195e Itse 12.4375 14375 4.63 139375 693b 61253 312 4 5922 130 1335 t 125 e st 734 18 5 1.00 634 1315 S t ee 12.4375 5 4375 443 13 9375 6 9375 6.1250 312E 592.2 2 04 1151 1 125 7.13 638 17.4 O.
ix u7 vise 90s a4r5 5 4375 4 63 1 1,375 4 9375 6.t25e 312 4 5,2.2 425 tsee 1 125 s*3 4.77 tis
!M
?
2m sw 2375 9 ee 12.4375 5 4375 4 63 119375 6,375 6.i25e. 312m 5922 6 65
- 132, i.125
,4s 341 12 4 j..-
3 ee 5.94 35ee 22.4e 19 6s75
,5625 5 63 21.1875 11 0625 7.1254 19590 167to 14.43 29 05 t.792 1964 88 48 es e 4 8e 727 45ee 5t es 27.st25 11275e 7.13 293125 1 13758 se250 23512 3381 5 23A6 48.928 2383 13.75 30 14 31.1
- 7 5 es 8 67 5563 42es 32.4375 1230 8 625 31 9375 14 esse iS1250 34,72 4eIa6 36 46
&I9 2E75 2493 3726 993 S
O'E h
?'
N5 d, - - 5 g
i-NOTES:
n f
?
- 1. Ref. 5 page 1-102
- 2. Ref. 4 SH. PESO-2-2 Rev CP-3
~
N l.
j s
- 3. Ref.7 AttachmentB N
i:
D d.
3 :
i N. G;R o
x
---.a
-,u.
n.,.
~
,r---
,-n-,
-~a----
1.
1 r
y o Thermo-lag Weight for LBD f
1 Tn.rcK :
A nIcn
?
Y N ("" \\
Formulas e
.a P
3 J.
/_
.j w3 = 3D a25
- OD487 * (2
- X + 2
- Y + Z) [along box edges]
U t.r*
oo
__.s,} g W4 = 3.14159
- 0.25
- 0.25
- 2 [around conduitj g
(
)
W5 = 3.14159
- 025
- 1.25
- 0.0487
- 2 [around coeduit]
y lb E
Total Stress Skin = W3 + W4 + WS Total %T = LBD WT + TL WT + Total Stress Skin WT h
b I
A N
l
~s E A.
. t 4
N i
Conduit Stres Skin Stress Skin Stres Skin Total TotalWT l
^
f Size W3 W4 W5 Stres Skin g
On)
Obs) obs) obs) obs) obs)
(
I@
035 1.75 029 0.10 2.14 203 i
i!W im 1.75
-032 a13 220 19t>
I l
$!W 1.50 135 039 0.18 232 16.1 2.00 135 0.44 n2^,
2.42 ISD 3D0 2.62 0.57 033 332 43.9 l
420 3.43 0.69 0.43 4.55 853 oE g 5m 327L ast a53 5.21 1043 N5
~g 8 d
r' e: D NOTE: Use column labeled Total WT for design.
N B
Ui l
K l
N
-Q 1
o,
h v.
+
. ~.
1
-r
[
E" %
Thermo-Lag Weight for Tube Steel (9" RULE)
[*
Formulas Y
i
$ i y/ " //
A1 = (a + 2
- 0.75 ) * ( a + 2
- O.75 )
~
m
/
A2 = a x a N
f
/
/
A3 = A1 - A2 2
E I
WTTL = A3 x 12 x 0.0487
/
8
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TS Size Al A2 A3 WT TL s;E I
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!}E (in ^2)
(in ^ 2)
(in ^ 2)
(Ibs#t) 5; 2x2 12.25 4 110 82.5 4.82 3x3 20.25 9.00 11.25 6.57 4x4 30.25 16.00 14.25 833 g9 g
. 5x5 42.25 25J00 17.25 10.08 i
x 6x6 56.25 36.00 2025 11.83 f\\1 "
},
O 7x7 72.25 49.00 2325 13.59 8x8 90.25 64.00 2625 1534 f\\
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l
Thermo-lag Weights on Junction Boxes L (in)
W (ini D lin)
TL Weight (*)
Stress Skin (#1 Total Weight (#1 60 48 30 462.31 20.82 483.13 60 48 18 366.32 19.07 385.39 60 42 30 422.21 19.94 442.15 60 36 24 339.37 18.19 357.56 60 30 24 301.89 17.31 319.21 60 30 20 275.16 16.73 291.88 I
60 30 10 208.32 15.27 223.58 60 24 24 264.42 16.44 280.85 60 24 18 226.94 15.56 242.50 60 24 12 189.47 14.68 204.15 60 24 10 176.98 14.39 191.37 1
60 18 15 174.68 14.24 188.92 i
60 18 12 157.25 13.81 171.06 1
60 I?
12 125.04 12.93 137.97 54 36 12 232.20 15.56 247.76 i
48 42 24 317.67 17.31 334.98 j
48 42 18 277.57 16.44 294.00 j
48 36 36 360.41 18.19 378.60 48 36 24 285.46 16.44 301.89 j
48 30 24 253.24 15.56 268.80 48 30 12 183.55 13.81 197.36 48 24 24 221.03 14.68 235.71 3
i 48 18 18 159.23 12.93 172.16 i
48 18 12 129.64 12.05 141.69 48 18 10 119.78 11.76 131.54 48 12 12 102.69 11.18 113.86 i
48 12 10 93,70 10.88 104.58 48 8
8 67.91 10.01 77.92 3
42 18 18 142.79 12.05 154.84 42 18 15 129.31 11.61 140.93 l
40 24 18 163.39 12.64 176.03 i
36 36 24 231.55 14.68 246.23 36 30 30 234.18 14.68 248.86 36 30 12 145 42 12.05 157.47 36 30 10 135.56 11.76 147.32 36 24 24 177.33 12.93 190.56 4
36 24 8
105.75 10.59 116.35 g
36 21 12 112.88 10.74 123.61
^
36 18 12 102.03 10.30 112.33 36 12 12 00.33 9.42 89.76 NOTE: For design use total weight plus JB weight from Ret 4 SH PESD-4 5.
FORMULAS l
TL WT =[(L + 0.75)*(W + 0.75)
- 0.75
- 2 + (L + 0.75) * (D + 0.75)
- 0.75
- 2 + (W + 0.75) * (D + 0.75)
- 0.75
- 2)
- 0.0487 Stross Skin = 3
- 0.25 * (L + W + D + 1.5
- 3)
- 4
- 0.0487 PAGE Joe no og Ig o
2 3.,e m e
ABB J5 MEV eV
- DATE CHECKED DATE aosE*'tNEaEtc.
O z 15. C 0 - 0429 to 4
i.
- /-
J Thermo-leg Weights on Junction Boxes L (in)
W (in)
D (in)
TL Weight (#)
Stress Skin (#1 Total Weight (#1 l
36 12 8
65.87 8.84 74.71 36 12 6
58.64 8.55 67.18 j
36 6
6 39.57 7.67 47.24 30 30 24 180.26 12.93 193.19 30 24 24 155.94 12.05 167.99 30 24 10 99.18 10.01 109.19 30 24 8
91.07 9.72 100.79 i
30 18 18 109.92 10.30 120.22 l
30 18 6
66.53 8.55 75.07 I
30 12 12 69.16 8.55 77.70 1
30 12 8
56.44 7.96 64.41 30 6
6 33.65 6.79 40.45 3
4 24 1
0 85 9 42 l
24 18 12 74.42 8.55 82.96 24 18 6
55.35 7.67 63.02 i
24 12 12 57.98 7.67 65.65 l
24 10 10 47.31 7.09' 54.40 l
24 6
4 23.13 5.62 28.76 18 18 18 77.04 8.55 35.59 l
i 18 18 12 60.61 7.67 68.28 18 18 8
49.65 7.09 56.74 i
18 18 6
44.17 6.79 50.97 i
18 16 8
45.63 6.79 52.43 l
18 12 12 46.80 6.79 53.60 18 12 8
37.60 6.21 43.81 l
18 12 6
33.00 -
5.92 38.91 18 8
8 29.56 5.62 35.19 18 6
4 18.09 4.75 22.84
-12 12 12 35.63 5.92 41.54 12 12 10 31.90 5.62 37.52 12 12 8
28.17 5.33 33.51 g
12 12 6
24.45 5.04 29.49 12 12' 4
20.72 4.75 25.47 12 6
6-15.90 4.16 20.07 12 4
~ 4
-10.50 3.58 14.08' A
10 8
8-19.34 4.46 23.79 8
8 6
16.22 3.87 18,09 8
8 4
- 1. 67 3.58 15.24 6
6 4
8.01 0.00 11.01 NOTE: For design use total weight plus J8 weight from Ref 4 SH PESD-4 5.
i FORMULAS l
TL WT =[(L + 0.75)*(W + 0.75)
- 0.75
- 2 + (L + 0.75) * (D + 0.75)
- 0.75
- 2 + (W' + 0.75) * (D + 0.75)
- 0.75
- 2)
- 0.0447 St.ess Skin = 3
- 0.25 * (L + W + D + 1.5
- 3)
- 4
- 0.0487 i
ABB -
soe No 02 lT PAGE O
fife 9912 I3)
G P2-C-
9EV SY DATE-CHECKED
- DATE
, au E'Siar$' io D'215-Co:- 03/21 2'o
7 8.0 conclusion The weights derived in tnis calculation can be used for the design validation of conduit systems covered with thermo-lag, i
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