ML20211K180
| ML20211K180 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 09/19/1986 |
| From: | ABB IMPELL CORP. (FORMERLY IMPELL CORP.) |
| To: | |
| Shared Package | |
| ML20211K089 | List:
|
| References | |
| NUDOCS 8611170085 | |
| Download: ML20211K180 (62) | |
Text
k CALCULATION / PROBLEM COVER SHEET C
1 rV Calculation / Problem No:
ROTC-06
Title:
Multimode Factor Evaluation Train C Client:
TUGCo Project:
Comanche Peak p
JobNo:
0210-052-1355 Design input /
References:
Stated within.
Assumptions:
Stated within.
Method:.
O Stated within.
Remarks:
This calculation was prepared to demonstrate the adequacy of a multimode factor of 1.25 for evaluation of conduit supports. The calculation is based on calculation M-30, Job No. 0210-041.
REV. NO.
REVISION APPROVED DATE 0
Original Issue 5/30/86
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CALCULATION / PROBLEM COVER SHEET Calculation / Problem No:
M-12.
Title.
MULTIMODE FACTOR EVALUATION - PARAMETRIC STUDY i
Client:
TUGCo Project: CPSES CABLE TRAY ANALYSIS JobNo: 0210-041 Design input /Reforences:
See Section V.
Assumptions:
As noted within.
M;thod:
4 (
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'O R: marks:
This calculation was prepared to demonstrate the adequacy of the use of a 1.25 multimode factor. The calculation was prepared specifically for cable tray systems.
The calculation is however sufficiently generic and thus it is also applicable to conduit systems.
REV. NO.
REVISION APPROVED DATE Vlie A.W D
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CASE 1
1 C3M3INE3 RESPONSE
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COMBINE 3 RESPONSE
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)UPU CASE 3
^
N COM31NE3 RESPONSE
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ITEM NO.
DEFICf NCY RECOMMENDATION The variation of the dynamic load factor (DLF) was calculated separately for each of the parameters which were considered in this study. What would the DLF be for a case in which the parameters of the conduit system are such that the maximum DLF from each of Figures 1, 3, 4, 5 and 6 is obtained?
If the DLF is the product of the individual DLFs, the " combined" DLF wiH be higher than 1.25.
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CORRECTIVE ACTION The extreme case of #= 1.5, a = 1.0, L /L2 = 1. 5, m,m2 = 1/3, and lumped mass 1
1 at the end support of 6.52 lb.Wm was analyzed I
n* I = 4.02 in, M 4
2 m.
ma g m.
ma 6.52 lb sec /in,
=
M 12" M ios' M ios h -r2a "IK=10,000lb/in.
The resultant DFL is a
1.30.
The combination of " worst" cases (1.24, 1.21, 1.11 and 1.19) does not increase
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ffEM NO.
DEFICIENCY RECOMMENDATION Figure 1 shows the variation of the DLF with the relative stiffness of the tray.
The #= 0.1 curve does rot follow the trend of the rest of the curves, i.e.,
obtain increased DLFs with increasing B.
In the case of a very stiff support
(#<0.1) is it possible that the DLF will considerably exceed the 1.25 value?
CORRECTIVE ACT&ON The model studied in Figure 1 of calculation file was re-studied for the case of 4 equal to 0.01.
The evaluated DFL for this case is 478.5/605 = 0.79.
4 Actuallytworunsweremade,oneforKsupp=10,000}b/in,Ibeam=0.0268in and one for Ksupp = 1,000,000 lb/in, Ibeam = 2.68 in.
In both cases, the DFL was the same.
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V AL IDITY OF COC AND CONSTANT SPECTRUM (V
r From Comouter Run M-30-04 Ca s e f = 1. 0 ; o( = 2. 0 Freo. (Hz.)
Modal Resoonses (for 1.0 G) 13.22 371.5 16.60 114.5 21.70 187.3 For constant spectr um w i th A(13.3 2)
A(16.60) = A ( 21.7 0) 1.0 G
=
=
R(CQC)
= 4J2fl R(SRSS) 0.055 49 9
=
R(CQC) o.asy R(SRSS) = 431.8 For variabl e spectrum with A ( 13.3 2 )
1.0 G
=
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= 3 88.Jif fs R(SRSS) 0.978
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R(CQC) constant spectrum 1.1628
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R(CQC) variable spectrum DESIGN Vf;!1!FiCATION CLIENT
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l V AL IDITY OF CQC AND CON STANT SPECTRUM From Comouter Run M-30-04 Casef=1.0;ol=1.0 Freo. (Hz.)
Modal Resoonses (for 1.0 G) 12.48 750.60 14.38
-185.60 20.53 52.64 For constant spectrum with A(12.48)
A(14.38) 1.0 G A(20.53)
=
=
=
R(CQC)
= 730.9 R(SRSS) 1.06
=
R(CQC)
R(SRSS) = 775.0 For vari abl e spectrum with A( 12.4 8 )
1.0 G
=
A(14.38) 0.5 G
=
A(20.53) 0.3 G
=
R(CQC) 734.2 R(SRSS)
=
1.03
=
R(CQC)
R(SRSS) = 756.5 R(CQC) constant spectrum 0.9954
=
R(CQC) variabl e spectrum DES!GN VERI;1 CATION I
CLIENT ~> - e
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