ML20210F583
ML20210F583 | |
Person / Time | |
---|---|
Site: | Comanche Peak ![]() |
Issue date: | 01/15/1987 |
From: | TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
To: | |
Shared Package | |
ML20210E291 | List:
|
References | |
NUDOCS 8702110113 | |
Download: ML20210F583 (42) | |
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, 1 n' F IEXAS UTILITIES GENERATING CO' n e COMANCHE PEAK UNIT 2
,1 CABLE IRAY HANGERS [
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FOR CABLE TRAY CLAMPS E
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i . VOLUME I - BOOK 9 (PART 7)
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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1T IS FouNO THAT ALL MRMS ARE NOTABL Y St/ALL , >vlTH THE LA NEST VALUE of ONL Y 0. 8/ .
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- cuenT Tl-Id C O PT.OJECT suo,,c7 M R M dTUDY GUMMARY OF " 2 - D 20N6/ TUO/NAL CLAMP' idA D . ..
___. MODEL 2 BOL!NDARY : FL EXI. _ FRAME 1 ._ _ .
BlD6 GEISMic accel . LEVEL TRAY
- E L Y 9. ~ EVENT 9, 82 $s .g) c rue
. _ f'. . . _ -. f, p3 -
s.Sd 1.99 .94 .63 .970 f. 24,9 .592
-oBE-
_,yy 1.54 .86 .60 315 .485 t.3 SS .IB9 gosyS' 184 2.24 f.35 63 1.222 7056 8SI
__33g___
l.94 124 .89 . 3t{ .6II l953 280 t.4 7 66 .3/ .63 926 2.o ? ? . / 95
_ . _ _ . . - _ _ . .og ,
_ A U X. _ l'd i '30 '22 3/5 '005 0'
- 73 '06?
__8/0.5'_ _43 5_. ^88 'IS 'N '63 ' E# E' b5
- O
- J. 88 38 31 3/5 .592 0.sT9 .c98 7 -.._.- -
.ggg- IO ' IO 05 '63 holi & Ild *M AUX. I.21 .91 '62 3/5 .531' /.433
. / 9E
.__.8_9. .h_ '.. 33g .
2.11 2.07 t. /S .63 /.329 (, ;5 2,' 32 5 2.// I./4 .89 ,3jf ,64T ! f,7 pf' ,28o
_ogg-. 132 /.4 0 42 63 .832 4,4to .265 jlEC. I.37 .40 33 315 4 16 610 .tod 873.93 .. 33g --
1.27 !.48 70 .63 1. !!S 4.66 2 .441 I.77 '60 .49 3/S SS8 ' . 94.5 ' L /S4
- t. So 2.23 t. o 9 .63 945 487 gg_ 2939 SFGD 1.50 1.00 64 .ais 0 73 ' i. 52r .102 896.5' -JJE3 2.o/ 2.45 t.45 .63 /.246 ~7. ' ! 7 .9 / 4 2.o I t.34 90 3/5 s633 2,14 2 .283
_- . BASED .ON 45'-0. TRAY WT ' '
I .-, .
c i ,
i ___1._.
THOSE A a EL. _".$" VA L UES WERE OBTAINEO FROM I VOLUMN 1
( ..
BOOK.- 9 L PART _ A ., PAGES llo. Ii0, . IN L O CAL . C00RDINATE O ~
S YS TEM. . _ _ . . . . - .. i '
- - . _ . _ _ _ . . _ . - . . . . . . . _ _ _ _ f ._ . 2 . - . ._ _ . . . . _ . . . . . . . . . . _ . _ ...._ r . . . . _ _ . .
- _ ___ ._.. . - ._ - __._ C T-_ E ^_ 2 ~ - ' 7 . _ . _ . .
'g l * ! .
, , . l 581/D-61 I, .
--- m ESASCO SERYlCES INCORPORATED
- SNEET CF Uh DATE
'CY
ar O. 9 O __
CMKD.EY ' DATE 7 ).
5"' 7 _ .. . v . . .. w., u_...,.
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SUBJECT _
\ 9.r33.L.E IIffil !!ANGEMS' '
_ COMPUTER #dAf C L A14P CA PAC IT'1' VERIFICATioha 10: DR YlC CN ,
ffop5L :
Bou u_pI.i.t.y : FLEt 2 SLDG: /Af7 ELEV*fof.7[
C Y04. 7-B aok 9R )__ 'l j
i .
p yp,- EMD LOAD CA%
IDJ F, Pz Fs Mi W- % NTER fad. MRM !
7 D. 2 96 10So v.fff 0 776 -
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3-0 p 470 t. x 30 0 137 4. 44 > oi3?
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7-9 o.4SC t.5tf o !S9 '
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7- 0 f-0739 0.!4/ 4,10 9 U SS? O'.$S l 0 48 0,7.8 50 0'343 0% O e.76 b4/8 Os700 7-9 Os4 W h %f[ o 'IEf
, j #' 0' 550 b* O # ' #'O *'N *' W 'N #' g,4 SSE
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EBASCO SERYlCES INCORPORATED gnggy 2d g7_ . 38 .
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DATE DY s Orsato
+ ho 990__
- DATE
~3I" CMKD.BY 4[. ) C LIE N T
~
PROJECT --
,,,,,c, N f!.iB.L.E IRAX .HAna.ss- .
computer RdN V E RI F I C A~r t ol4 C L A!4P C A PAC. lT'( .TD; DR Y/ C C&
aLos: A ux '
v,opeu : 2. O /" ( vn.J-poo/e 9E)
Bouup[gy: Fley ELEV: d/ v i[ '
] .... a .
??J:),E EUD LOAD CAW . . . .
MRM f, Fs Fs Hi Mt M5 NTER . FArf.
T p. N:ps ID:
i~ d * & 0'(J(F / 0*179 C. 95 kp o,641 1 3r / o'f/ f O'
o S.3ig 13&T 2-9 o~ 7d >.* 7 f o.t yj" o~7? /
04W or 43
/od H o'7 M tr d*o o /t 7 ~7' ?!4 0,6v 4 SSE /,f o y 9,4# AMol #'9~
2- D t. 't///. 2,343 o = >7 j d 1, o of o.>up o .I/
'r 9 o~nr s . 4 fI c. af o v.it y o,357 o to 05E 0 a >77 /. /7 2-0 o,463 o.a 73 o.o47 '
/ / o[' 0' O #' li 5'73" #3bY *'l b 7 #'W o.cz O #'O' CSe 7- 0 0.t it o.t19 o~ of8 o o'371 3 374 o.4W o ont 22 0 . t .3 54 .n 3 07 o.176 o.ar i sps j o,If a o,37' U(- OBE 7-9 e.4L3 0 413 0'o S f O ou13 /, 970 0, -3C]
,;of o,t7 s.ayo os or o o.07z 5#ff o' >7's- 0.1%
ggg 5-p or4W 2-9 o.k7p o4f7 o.of8 O o.39 i M 79 FP DBE 2-9 .
SSE 2-D DEE 2-D . . .
C5e "
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@ OBE 7-9 sse 5' D 2-9
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9 ,
7 9
EBASCO SERYJCES INCORPORATED sacev &.2 or 38 _
cv M/ _, o AT c o ,,,,, M o k. 2 2 1 ot Q. g g c>
c,mo..,S. P. A o,,c - > r- /(
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_... ...:.n. en .,.,- - -
N cgg InAy ju,st 33 SUEJECT
_ cogpdTER gyg, VE R I F IC/s rio kl C L AV. P CAF'AClTT fp:pgyj(cy HopkL : 2- SLDE .- Al27 __,Ew _*, * / ( Vd. 7 - Boon 9#)
BouiqNgy: FLW ELEV * #77 f _
i _ _ . , _ . , ,
. ',. ,L , ,
FPJ.u,- EMP LDAD CASE , ,,
Mt ' M6 14TER. FAtT. MRM F, 15 Fs Mi r p, tcpE I D.
3sho 0 2 if~ t f,132 /. o 3 ?. Oc 7d 0.88*1' o.23
't-p /s23o 3,870 DBE 6,174 0.588 c.coC 2.M 4 2Q694 2D 1.07]
/, e n tio/9 -.
/Ob H b y<>f ch 3: I o.3 ff st.2/3 f.a of- o.2 5 ~
4./53 6.520 0.72 $ o.obo 2.898 SSE 26.o82 2-0 1539 o,12-f 4.h V 0'.47{ O' 47b' O.332.
V9 0 4?] /. t y c; 0.35 l 05E .
1 433 0./95 s.sco ca8t S.733 0 955 2-9 0,539
f d* 7 v:M6 o.Yl}
- 0. d -3 7 ' "
/of gfg 3.-9 c.l '/ j.geD 7 0 174 .
0.88 o.28 o 0 000 j.iz / ),182 b202 7- D o.665 f.7 95
- "' o,25 0.9SS OBE 2-0 0.S39 1433 0./95 c. coo e.7B/ 5.73 3 o.3/4
/0$ 0,410 o'/f / c.17? j.wol o.676 o. 4M -' o.2 d S5g b- 9 1. 2 o 2 0.000 1.12 1 7./82 f.7 75 0,280 2.-9 6.665 DBE 2-D .
SSE . ,
2- D DBE 2-D .
CSe ?# ..
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2-D 2.-P
EBASCO SERYJCES INCORPORATED 28
,, t/ k V f _ ,,,e b*N 5 -
" c t'
- * ' * * ' '*' W %
er ' 30 -
n ~#
, j,. ,, s. P L ,,, e , -w- 94
(
- N C LIE N T
~
PROJECT
,,,, c y N 9SRE IRAX J!ANGEMS
._COMFdTER #dN C L A14P CAPAC ITT V E R \ F I Cts-rio 4 IO DRY /CCN Hop 5L ; 2- BLD&: ELEC7~ ,
- /
2 (Vol. 7 -Boot 9R) souwsgy: FLW ELEV #73 33
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- _i_ . .
TTJP,E EMD LoAO CAW ,_ _ _ _ _
Hi Mi % I4TER . rAcT. MRM T D. .F. Fz Ps I D. NC9E 0./7g o.6 F.[
2 ?Go c. /48 a.ilu o.lf9 O.24
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0 7.31 a 72 6 l# /. 02 L ), o Jo C. L3 7 iC.M o.134 #' #' '
?r9 0.441 c.obo 1764 18.4'48 2.966 2- 9 1. l15 4.662 o,get o.233
'r 9 0 37/ o.7 tti o.ob 2.No a3of -
D. S 2 0.449 OSc 2-9 05/6. o.63o 0./04 c.oao C.4i6 2.S2 o
/
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o.Syy g
/o[- g$g 3 0 t xl /. o q f o.11 c,i 49.$ I
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- o. coo o.6/7 3.780 0.564 7-D d.55'8 o.94 5 o,/54
- e. 3 o.ofo 2,.i90 o s3s f. 0 27) o.39 5S 0394 p utt 0.44i
(. OSE 0.63o c./04 0000 0.4/6 2.S2o 7-Q G.4 ff
/OS 04N o. s ' ) i.g?z o.453 0 344 c.13 4 _
g5g 5- 0 o.378
- o. coo e.6/7 2.780 c.664 2-9 0.ss8 c.945 o./54_
- 2D .
e S SSE 4 2-P DEE 2-D ..
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ESE .-
7- D OBE 2-D
- h. '
SSE -
I-P i
sg...g 7, - - - - . . , _ + --p
EBASCO SERYJCES INCORPORATED
' s.< t e r 29 er. 38 or /M ._.,oave-ers w, Mos.2 21 org,. go __
c o. ev S k oave 7-[#~ 8E - _
i.
/^
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u..
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SusJECT _ COM pu TER C L At4P CAPAC lTY VERlFICA riob4 7 D .' O R Y / C C N HopeL : 2- SLDS: S EG b .. E.'
/ ( Vt4.J- B#et 9#.)
souwp53y: FLW ELEV: d# (
' . .L .
ew amcm m:<e .. . . .
H, Ph. % NTER . r/4. K; epi J D. Fs F3 I D. N.76 - . F.
c, */ f o VO / /.1f $lof b .14 Q. >o.4tf o.fff p.7o y 0.687 o.o o o 2.74 7 27.3r8 4. [To 2-9 c.945 7.M 9 .
> ).3% f.aeo s. o o -/ /;o24 t-o d H /clof 4. 4 P/ o . .S W 30.8/0 4,8.t 7 2'D 1.16d 7.9!) 0 9/k p.o6o B 6.f4 o />d d?M O'CPf 0W 0.467 0. 4.T V9 0 3d7 f.f>y OBE .
c.* 0 2 c.c o o c.804 6.300 /. o.3 0 2-9 o.4 73 f.s75 '
M oo fl2. 1.e 7 L o , /D -h>7> o.Wi o.~/46 0. $~3f . '0. -3 8 ggB .
0,000 ' /. /34 8.K68 f.4 0 /
7- D Q633 2,142 0.183 0'&L 0,-3 /4
\
5"O 0470 /./6) o* /3 / f.M O.f// --
- c. -3 l
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\ WE 0.806 L '5 00 ' !. o 3 0 1-0 0.47.3 f.s7r o..n o z 0.000
,gp 0.569 v. -3 7 /
2rP 8 377 / >/r o. /# 7 d. 6 er/ o.7c/ o*7 g5g 2-9 0,633 2.14 L 0,283 c.000 1.13 4 8,76 8 t. 4.o /
~
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EBASCO SERYlCES INCORPORATED SY -" /-t-c//.-d OATE )-3 -s6 SMEET M oF l 4
- m cuo. y S. P L o v. 7- t o- B4 o,s uo, BBo d. 62 / **Q 55o !
') cutor TEXAR imi mee cruen mun COMAr.'C"F 9T'[~iNiff **
on
^ AE L C . . . . . , ,s. , . . ., s SUBJECT
~
. _. 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 ._
. . - .I T_ IS -. F00ND--... THA T. ALL . MRMA. ARE. . N0 TABl.L Y .- -
A . . _ . _ . . _ . . _ _ . . _. _ . . . . _ _ _ _ _ . _ . _ _ _ _ _ _ . .
. .SMAll , WITH THE L.ARGEST VAluE O F ONL Y Q. 8 / . .-.-._ .
THEREFORE.,IT IS CONCLUDED . THA T . M 2M . 0F /.25
/3 . CONSE RVA TIVE . /N THE DES /GM VERiflCA T/0N
.-..--.uS ING . A . EQ u/ VA l&NT .GTA TIC . FORCE ME THOD. . . .._
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 $> AND CLAMP CAPA CITY IN THIS. sTooY , cot /ER A WIDE RANGE OF 581/8-41
EBASCO SERVICES INCORPORATED or oATE suggy 3/ ,, 38
, cHuo.sv T.@ N oare 7 /3 0 N4 ors wo.33 M 2/ "$ w UO Jf.AAS UIILIIlds 6EiiERAIiiiG CO.
PaoJacT COM WCLIC PC M llN'T 7 s
sus;ccT CABLE TRAY HANGERS t
. . --- -~.. .-. ---. - - .-.-- g. . 2 . - . .
- . GTRUC TURAL RESPONSES UNDER. SEISMIC - EXCl TA ertoN .
.. THE EXHIBITIcN of coNSIS TENT BEHA wor. OF :
. MRMS IN VA R100.5 CR/ TERIA FURTHEe. SUBSTANTIATES. s~
THE VA UDI TY of M2M swoY. . ._ -
+ '. .._
s
. . .... - . - - . -.. . - _ . . - . - . - . - . . . - .....-.-..1. .L.k_...--....
b& e-w,
= . - # =m , - . --_. ,. ., ,,s
.e . 4 eaee , ---e-- - m- --e. .<= .-ein.
- - . MMeonw . * -= m* m= *.e's ._e e, .,
- a. - - -- .
E ,. -
wi.
h 4
m ~ p- , , ,
.- p - . .
. + e e%, ,%,
- e
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O
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. *= or .- - . ., ,e. .-,
. %, m .g
- -e e- -g> a w- y -
- e . - . .
. ., -- . . . . - . u
-e-s-. .a.m .a- ee.e p --. - . . . w w i.w v.,. ,.*g , .A ag
---e e e.-owgo, - .p.,e am -.W --
.--=.
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. em. ,..
581/8 65
- .-._.% ,,,.--, . - -, ._- y _- - , - - . ._ y
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EBASCO SERYlCES INCORPORATED u S P L onre ' - 2 8 ~ '26 s,,eer 32- or 38
~s eno.sv b onTe 7 * ' M ors wo U M U / So.' 82 ,
'(d cue,., , 7 u e c o paosect CPSES sus.ecr M .2 M G TOW
- .SUMMM Y' of M R 14 . .. VA L UE -- - . * . _ -
FRAME END. _ loa 6 MRM OF Bul. DING 1 D. N0DE CASE tar. 90s.7i AUX. 810.$ AUV. 899.5' ELECT 87135 SFGb 894.S' OBE o.25 '6.25 0.23 '
O. 2d o. 2 o
-/ o 6 -
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.. .p ,g- SSE 4.56 o. S2 ~ c.34 o.d8 o.38 OBE 's.28 0.37' o.2 C o.39 o. B I
-; 0 8 - - .
'S S E o.26 0.58 c.2 6 a36 e. 21 OBE o.64 0.47 A7/ o.62 ria62
--304 ;z6 2
' ~
SSE 1 c.6 6 0.49 o.64 o.6 /
y OBE o S7 a 39 c.S8 o.59 L o.64
. - . 3 . - .. .. g 4 ,
7
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S.SE o.63 a43 o.s9 o.60 ass' dBE o.61 0.4 I c.6 3 a&t o.68' .
-308 SJE o.68 046 o.63 a63 o.?o r.
08E' O.67 0.43 6.68 as9 e.7 7 404 o.46 0.65 A81 -
SSE 0 91 c.,4 a6/
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4 4 07--
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' ~
oBE d68 ado 070 e.62 a8/
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6 76 a47 a7l ,
a46%' o.56 OBE 0.52 0.35 c.so s
~ ~
A '; ad6 SSE o.55 0.59 a49 o.s / '?
OBE o.S4 0.32 aS3 o.d5 o.66 3 gg SSE o.6 l o39 o 53 ad8 a62 456 e.so b
(( ,g _ OBE SSE o.no 0.6 '? 6.4 3.
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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, My , M2 ) are converted to force couples acting on the clamp pair. The resulting forces will be absolute
~
sumed with conventional clamp forces (Fx, yF , F2 ) as follows:
F'= F x
+ My + Hz x
w d F'= F + Mx (longitudinal clamp) -
y y
' W ..
F (transverse clamp) y F'
7 F
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:
d General Clar.p Type Support Member 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 777777 ( ., _. .. f. . . .- & =
da U M 6 36 t
?? 5 10 PI 06 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 uit
+
f uit 1.0 (transverse clamps) ,
f uit
+
f uit
+
f uit 1.0 (longitudinal clamps) 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?
4
'Allowables are given in Table 3 torWx / 25 and c6 x 8.2 .
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 c, If the clamps do not qualify, a reanalysis may be indicated in 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
,-r ., . 7 --. , . . - --t.,. - , - ,-% , + , -.m - -%ew-
j
. r' '
' '. i
. 3s of as a, ( L .,:.c ,. /
l
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~
a
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7 frp5&% CIM 1
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.y.
/;
c m4 .
// '
0 e, r% s .pp-1 .
M ,-i"1
,'. tgpa,~1 elm (Up, dy i-
. ! m,-
N
%ppc 1 4
,&I p- J.
,_7
( '
y n.1 i y 'y Nf1 9 0
- q -
o
- u. } , >
'.d
-f.
f, L n ,,h L ~ d s k - p ~*,1 '
((' .2 ' 2'n, s gri g--
- Eg *A &
i ft ;gz ' $. h4N xO W. & 9 ~ " * * '
f e
4 l
l c
.. -t 7
?IIII? L .. . .
66 op 38
?? 8 10 PI 06 TABLE 3.1 TRANSVERSE CLAMP ALLOWABLES Load Direction Clamp Type
~
(ref. horizontal tray) Allowable Load (1bs)
Vertical 2500 i
A (4")
Transverse 3440
~
Vertical 1500 A (6")
i Transverse .- 3440 Vertical 410 *'
4 C (1/8" thick)
Transverse 2200
- Vertical 2400 G (4")
Transverse 7200 Vertical 2407 G (6")
Transverse 7200 I -
- Lower bound allowables 1 1 l
i d 1129a/7-15-86 P
, 7e-
- * ~ * ' '
SJ op 3g
?????? -
g [. . . . . . -
?? 9 10 PI 06 TABLE 3.2 LONGITUDINAL CLAMP ALLOWABLES ___
i
.. Load Direction Clamp Type (ref. horizontal tray) Allowable Load (1bs) ;
i Vertical 19,000 B,E,K Transverse 10,000 Longitudinal 15,000 l
.- \
i J, H Vertical - 17,500 i Transverse 10,000 f Longitudinal 15,000 l l
l D, F Vertical 16,000 10,000 O_ Tra.nsverse 15,000
- Longitudinal P, R Vertical 8,300 Transverse 9,130 l i
Longitudinal 8,280
- l 1
Yertical 6,890
- N, Q Transverse 6,800
- Longitudinal 9,720
- l l
l
- Lower bound allowables i
- O 1129a/7-15-86 n .. . .. - - . . - . - . . .-... . . - -_
38 of 38
?????? l I
?? 10 10 1 PI 06 '
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.
Edge Distance . Allowa'ble Load (1bs)
J (in.) f. .. Pair of Bolts 1
0 1750 2700 1/16 5080 1/8 11700 3/8
. ./
.., 7- r:e 7 ~~.~ i
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