ML20210F583

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Vol I,Book 9,Part 7, Multimode Response Multiplier for Cable Tray Clamps
ML20210F583
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 01/15/1987
From:
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20210E291 List:
References
NUDOCS 8702110113
Download: ML20210F583 (42)
v • d • e


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TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK UNIT NO. 2 TABLE OF CONTENTS i

SUBJECT MULTIMODE RESPONSE MULTIPLIER FOR CABLE TRAY CLAMPS PAGE

1. Introduction 1
2. MRM for Clamp, i4odel 2 with Flex Boundary 4

2A. Transverse Clamps (Frames 3, 4 and 5) 5

28. Longitudinal Clamps (Frame 1) 22 i
3. Summary and Conclusion 30 I

ATTACHMENTS 1.* IMPELL's Clamp Strength Study (PI-06) dated July 15, 1986 (Draft)

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THOSE A a EL.

VA L UES WERE OBTAINEO FROM I VOLUMN 1

(

BOOK.- 9 L PART _ A., PAGES llo. Ii0,. IN L O CAL.

C00RDINATE O

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_ COMPUTER

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^ AE L C.....,,s.,..., s SUBJECT

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. _. 3.... sutdMA RY.. AND CON C LUSI0H..-..

AN Ex TENSIVE STUDY OF

.A tdULTI-MODE. RES PbNS E MULTIPLIER c M R M ) BASE ON CLA MP CAPACITY.. HAS BEEN PERECRMED.

BASE ON THE PRE LIMi^ TAR Y C LAMP

  • S TRENG Til _

RE Su LTS AS PRovaPED BY 1MPE LL

( ATTA CHMEN.T _.2_ Q

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IS -. F00ND--... THA T.

ALL.

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WITH THE L.ARGEST VAluE O F ONL Y Q. 8 /..-.-._

THEREFORE.,IT IS CONCLUDED. THA T. M 2M. 0F /.25

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THE BA S ES FOR M2M A TUD Y. IN Book.9 OF _ NOL UME..[,

r/ElGHTED A VERA &E. Act ELERA TICAF._. _

IN PAR T.1 THROUGH 4

MEMBER STRESSES /

ANCHORAGE FORCES AND n/ELDING

. CA PA CIT Y.id PARTS 5 AND AND CLAMP CAPA CITY IN THIS. sTooY cot /ER A

WIDE RANGE OF 581/8-41

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e THE EXHIBITIcN of coNSIS TENT BEHA wor.

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_ loa 6 MRM OF Bul. DING 1 D.

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The exception for transverse clamps occurs, for example, where a horizontal tray can apply vertical load to the transverse clamps in the upward direction only; in the downward direction-the tray is

~

reacted by the support member.

All moments (Mx, M, M ) are converted to force couples

~

y 2

acting on the clamp pair.

The resulting forces will be absolute sumed with conventional clamp forces (Fx, F, F ) as follows:

y 2

F'=

F

+ M

+ H x

x y

z w

d F'=

F

+ M (longitudinal clamp) y y

x W

F (transverse clamp)

=

y F'=

F 7

2 where w is the tray width and d is determined as shown in Figure 3.1 for various types of clamps.

If the exact clamp type is O

unknown, the following values will be assumed:

General Clar.p Type Support Member d

Transverse C section, clamp on flange 1 -3/4" Transverse C section, clamp on web 1/2 d, + 7/8" Longitudinal C section, clamp on flange 1/2 b y

~

Longitudinal C section, clamp on web 1/2 d, 3.2 Determine Clamp Allowables The allowables for transverse clamp pairs is given in Table 3.1 for types A, C and G (including both 4" and 6" high types A and G).

The allowables for longitudinal clamp pairs in three directions are given in Table 3.2.

The load directions V, T, and L are taken to be the vertical, transverse and longitudinal directions as referenced to a horizontal tray.

A longitudinal allowable for transverse clamps is not given since an explicit evaluation for that direction will not be performed.

C 1129a/7-15-86 g

e

r-r.~'

.e U

t

(.,... f....- & =

da M 6 36 777777 PI 06

??

5 10 If the clamp pair consists of dissimilar types, the lesser allowable of the two in each direction shalf be selected.

If the exact clamp type is unknown, the lower bound allow ~ ables for either transverse or longitudinal clamps shall be used (see Tables 1 and 2).

3.3 Load Comparison The allowables are compared against the loads in each direction and are evaluated using the following linear interaction equations:

f f

1.0 (transverse clamps)

+

uit uit f

f f

1.0 (longitudinal clamps)

+

+

uit uit uit where V, T, and L correspond to the tray local axis Y, Z, and-(

X, respectively.-

3.4 Consider Edge Tear-out If longitudinal clamps are bolted to the flange of a supporting member, check the analysis loading f' edge tear-out.<f?

'Allowables are given in Table 3 torWx / 25 and c6 x 8.2 4

flanges having a 1/2" or 5/8" bolt.

If it is not known whether the longitudinal clamps are bolted or welded to the support flange, bolting will be assumed and edge tear-out will be checked.

If the edge distance is unknown,1/8" + 1/2 (hole diameter) will be assumed.

i 3.5 R aluation If the clamps do not qualify, a reanalysis may be indicated in c,

which the model is refined to predict more accurate load.

One possible refinement would be to use 'best estimate' stiffnesses -

for the specific clamps that are identified or assumed in the analysis.

Also, for transverse clamps, the stiffness in the 4e-

--all;d vertical direction might be better modeled as rigid if doing so eliminates any upward response, d

1129a/7-15-86

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8 10 TABLE 3.1 TRANSVERSE CLAMP ALLOWABLES Load Direction Clamp Type

~

(ref. horizontal tray)

Allowable Load (1bs) i A (4")

Vertical 2500 Transverse 3440

~

A (6")

Vertical 1500 3440 i

Transverse C (1/8" thick)

Vertical 410 *'

4 Transverse 2200

  • G (4")

Vertical 2400 Transverse 7200 G (6")

Vertical 2407 Transverse 7200 I

  • Lower bound allowables 1

i d

1129a/7-15-86 P

SJ op 3g

  • * ~ * ' '

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g [.

PI 06

??

9 10 TABLE 3.2 LONGITUDINAL CLAMP ALLOWABLES i

.. Load Direction Clamp Type (ref. horizontal tray)

Allowable Load (1bs)

B,E,K Vertical 19,000 Transverse 10,000 Longitudinal 15,000

\\

i 17,500 i

J, H Vertical f

Transverse 10,000 Longitudinal 15,000 D, F Vertical 16,000 O_

Tra.nsverse 10,000 Longitudinal 15,000 P, R Vertical 8,300 Transverse 9,130 i

Longitudinal 8,280

  • N, Q Yertical 6,890
  • Transverse 6,800
  • Longitudinal 9,720 *
  • Lower bound allowables i
O 1129a/7-15-86 n

38 of 38

??????

1 PI 06

??

10 10 i

I TABLE 3.3 EDGE DISTANCE ALLOWABLE LOADS x

4 Notes: 1) For C4 x 7.25 and C6 x 8.2 with 1/2" or 5/8" bolts.

2) Bolt strength must also be checked.
3) Edge distance does not include radius of hole.

Allowa'ble Load (1bs)

Edge Distance Pair of Bolts J

(in.)

f.

1 1750 0

2700 1/16 5080 1/8 11700 3/8

./

~~.~

/

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