ML17192A838: Difference between revisions
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{{#Wiki_filter:.*.'.. J"..*'"~: | {{#Wiki_filter:.*.'.. J"..*'"~: | ||
f\ | f\ | ||
;. .- | ;. .- | ||
I | I | ||
' <* EDS NUCLEAR INC. | ' <* EDS NUCLEAR INC. | ||
ce PROJECT ~NSTRUCTi-ONS | ce PROJECT ~NSTRUCTi-ONS | ||
| Line 32: | Line 27: | ||
. I . | . I . | ||
. . * . .; .. | . . * . .; .. | ||
CU ENT / PROJECT: _ _ co_mm __ on_w_e_al_t_h-......E_d_is_o_n_ _ __ J 0 8 NO.; _o_s_9_o-_o_o_3_____ | CU ENT / PROJECT: _ _ co_mm __ on_w_e_al_t_h-......E_d_is_o_n_ _ __ J 0 8 NO.; _o_s_9_o-_o_o_3_____ | ||
REVISION: 0 . | REVISION: 0 . | ||
...!) r~ \fl... | ...!) r~ \fl... | ||
| Line 43: | Line 36: | ||
~ .--7 | ~ .--7 | ||
(./ | (./ | ||
Page 1 of 5 | Page 1 of 5 | ||
.,8.0o'iaoo56g " : ... | .,8.0o'iaoo56g " : ... | ||
*-~-- *......-*-*-~n-***'-* .. - .. ***-~*"-- **--*** ........ , *~- | *-~-- *......-*-*-~n-***'-* .. - .. ***-~*"-- **--*** ........ , *~- | ||
| Line 62: | Line 51: | ||
. Pipe Weight | . Pipe Weight | ||
. Contents | . Contents | ||
. Insulation | . Insulation | ||
: 2. 2 Piping Isometric with Field Information from Bechtel Walkdown | : 2. 2 Piping Isometric with Field Information from Bechtel Walkdown | ||
| Line 74: | Line 62: | ||
in 2. 2. All stipport points, branch points, concentrated weight locations, elevati~ns, line i number, valve number, and orientation of piping system (N direction) should be properly i identified on the Blume mathematical model. , I | in 2. 2. All stipport points, branch points, concentrated weight locations, elevati~ns, line i number, valve number, and orientation of piping system (N direction) should be properly i identified on the Blume mathematical model. , I | ||
. i | . i | ||
~:"-~ **#.. ')! -*~. **--* ............... ~---*--*-*-~. . . :. | ~:"-~ **#.. ')! -*~. **--* ............... ~---*--*-*-~. . . :. | ||
| Line 90: | Line 76: | ||
* lg. The otrcsses for the given spnns ::tre limited to the level established by Quad Cities Bluri1e Curve Criteria (3700 psi), based on S. I. F. of 2. 4. | * lg. The otrcsses for the given spnns ::tre limited to the level established by Quad Cities Bluri1e Curve Criteria (3700 psi), based on S. I. F. of 2. 4. | ||
* 4.2 When the as-built restraints on the piping system have been evaluated to be in-adequate, additional supports would be designed such that the Blume Curve Criteria is met. The thermal criteria as provided in Project Instruction 10. O should be applied while adding seismic restraint to the piping system. | * 4.2 When the as-built restraints on the piping system have been evaluated to be in-adequate, additional supports would be designed such that the Blume Curve Criteria is met. The thermal criteria as provided in Project Instruction 10. O should be applied while adding seismic restraint to the piping system. | ||
...... , .. ~r.** ''**-- ..,*** **-** --**.-*** -~ .. - - ..*,.,...... .............. ""iO" | ...... , .. ~r.** ''**-- ..,*** **-** --**.-*** -~ .. - - ..*,.,...... .............. ""iO" | ||
| Line 108: | Line 93: | ||
,f | ,f | ||
( | ( | ||
I .e.EV, I V£12( I<. 4L .$ r: IS I-fl (., S F:-4 /'. : | I .e.EV, I V£12( I<. 4L .$ r: IS I-fl (., S F:-4 /'. : | ||
_ FCf2.. 8 L UHE PIPliiJq | _ FCf2.. 8 L UHE PIPliiJq | ||
| Line 116: | Line 100: | ||
-~ 1~111t.G . 51-'~Y'-. | -~ 1~111t.G . 51-'~Y'-. | ||
.i c:F~ .J i | .i c:F~ .J i | ||
,., -l: a_ o____ I 4o | ,., -l: a_ o____ I 4o | ||
*-**~--.,*.*---- | *-**~--.,*.*---- | ||
-* --~--. | -* --~--. | ||
~ | ~ | ||
_3_Q | _3_Q | ||
* I --*** | * I --*** | ||
4 | 4 7___ _ _ _ _ 4 | ||
7___ _ _ _ _ 4 | |||
--**-------**-* *1 . 6 . ...... 'f -ec ...... : * . .60. | --**-------**-* *1 . 6 . ...... 'f -ec ...... : * . .60. | ||
~ | ~ | ||
i ***-* "f *--- - **-* | i ***-* "f *--- - **-* | ||
| Line 136: | Line 113: | ||
-* ---**---- 7 | -* ---**---- 7 | ||
-* ---*-------l- - | -* ---*-------l- - | ||
.e- | .e-I .. *. >.J - *. - --- *****--- ***-1 .. *--- --- *- --**- | ||
I .. *. >.J - *. - --- *****--- ***-1 .. *--- --- *- --**- | |||
I I i . | I I i . | ||
-*---*-.* - -~- -** --*- r-* *-;*9--- -- -* --~--~-==-~-- +..e._ ~ ==-~=~~~ -~-~~~=-~ -=-=:=~= | -*---*-.* - -~- -** --*- r-* *-;*9--- -- -* --~--~-==-~-- +..e._ ~ ==-~=~~~ -~-~~~=-~ -=-=:=~= | ||
| Line 148: | Line 121: | ||
-------~ ---**- ---*-**--*'***-***--- *--*--* ... ***- | -------~ ---**- ---*-**--*'***-***--- *--*--* ... ***- | ||
-l - * | -l - * | ||
.-- . 72 | .-- . 72 | ||
-~--- =-1 | -~--- =-1 | ||
**--*--*--- .:.. f .. 1.0. 4'0 .. - | **--*--*--- .:.. f .. 1.0. 4'0 .. - | ||
.f ___ .....<>;,;o'<"HiC. | .f ___ .....<>;,;o'<"HiC. | ||
"6*"--"'. | "6*"--"'. | ||
| Line 161: | Line 129: | ||
..... '*''.,/ | ..... '*''.,/ | ||
I I . | I I . | ||
=:;_ | =:;_ | ||
E | E | ||
,,.- P ... . 6 ..:2 5 t.J L .J ~ / ,it, . | ,,.- P ... . 6 ..:2 5 t.J L .J ~ / ,it, . | ||
. .:i. | . .:i. | ||
-/ J- : .( 6 ,*.:;,/{ (i.- ~... ) p ~u ) | -/ J- : .( 6 ,*.:;,/{ (i.- ~... ) p ~u ) | ||
+ 12 L'f?'" | + 12 L'f?'" | ||
| Line 176: | Line 140: | ||
't: = .:_.,. | 't: = .:_.,. | ||
... _* . ,. - . _;,. - CLIENT PROJECT 1- I.'** t"".:T,~$ | ... _* . ,. - . _;,. - CLIENT PROJECT 1- I.'** t"".:T,~$ | ||
1* * | 1* * | ||
/', **:.-& - i .:* ~ : *": | /', **:.-& - i .:* ~ : *": | ||
JOB NO. C 510 - 0 0 ~ | JOB NO. C 510 - 0 0 ~ | ||
BY I OATE-=' / ,, | BY I OATE-=' / ,, | ||
1 (*'.;I CKO. /). /*f ITEM NO. ISHT.5 OF - | 1 (*'.;I CKO. /). /*f ITEM NO. ISHT.5 OF - | ||
I e d:s ~~nuclear 1 | I e d:s ~~nuclear 1 | ||
Reanalysis of Blume Piping Seismic So an Evaluation For Added Supoort Blume Criteria: pipe, schedule Span length ft. RIGID Span le~o-th ft. FLEXIBLE | Reanalysis of Blume Piping Seismic So an Evaluation For Added Supoort Blume Criteria: pipe, schedule Span length ft. RIGID Span le~o-th ft. FLEXIBLE | ||
* . With concentrated weights, Span length required ft. RIGID* | * . With concentrated weights, Span length required ft. RIGID* | ||
| Line 193: | Line 152: | ||
I i | I i | ||
I I I I l l i I | I I I I l l i I | ||
! i I I I I I l I i | ! i I I I I I l I i | ||
I! | I! | ||
| Line 207: | Line 165: | ||
ITEM CLIENT .. | ITEM CLIENT .. | ||
Pr:, i.~ i:-i- | Pr:, i.~ i:-i- | ||
'*:'\ ~* ..... :\ .- I | '*:'\ ~* ..... :\ .- I | ||
.-. ..... .-_ '* ,....r.: ..,,,...- .. I PROJECT t, ~ .l "r i*""' .,/\ .... ""' .!.. | .-. ..... .-_ '* ,....r.: ..,,,...- .. I PROJECT t, ~ .l "r i*""' .,/\ .... ""' .!.. | ||
I I \ | I I \ | ||
| Line 217: | Line 172: | ||
* OF | * OF | ||
I | I | ||
: ,.;:. ... | : ,.;:. ... | ||
I. ~ | I. ~ | ||
- - - - -6. 0 SUMMAnY OF LOAo*s AND MOVEMENTS AT PIPE SUPPORTS | - - - - -6. 0 SUMMAnY OF LOAo*s AND MOVEMENTS AT PIPE SUPPORTS m -*-*-** | ||
m -*-*-** | |||
;jVN | ;jVN | ||
-* *Y IHHE. All luJds J<:I 011 lhc pipi: al tlJla poi11u; I pu\1t1vc d11 c.:li..im .ir11 \hown .di ll!Jhl. | -* *Y IHHE. All luJds J<:I 011 lhc pipi: al tlJla poi11u; I pu\1t1vc d11 c.:li..im .ir11 \hown .di ll!Jhl. | ||
| Line 232: | Line 183: | ||
I ii. | I ii. | ||
; \; | ; \; | ||
~MK tZ t ix | ~MK tZ t ix | ||
'"0 | '"0 | ||
(/) J) | (/) J) rn 2 | ||
rn 2 | |||
c .. | c .. | ||
.. - 0 | .. - 0 | ||
;: LOADS I Lbs. or ft.* lbs.) OISl'LACEMENTS 1111.) | ;: LOADS I Lbs. or ft.* lbs.) OISl'LACEMENTS 1111.) | ||
Q n | Q n | ||
,- 0 c > Ci 2 t- ..a - | ,- 0 c > Ci 2 t- ..a - | ||
| Line 259: | Line 202: | ||
:D () | :D () | ||
E 0 n 0 | E 0 n 0 | ||
-* E | -* E 0. | ||
0. | |||
0 Vl | 0 Vl | ||
::> Q E "' | ::> Q E "' | ||
.c I- | .c I-CJ 0"" E 4' | ||
CJ 0"" E 4' | |||
.c .~ | .c .~ | ||
*VJ u | *VJ u | ||
0 Vl 8* I- QI t/l | 0 Vl 8* I- QI t/l | ||
.,; | .,; | ||
0 | 0 0: | ||
0: | |||
fx | fx | ||
-* t:u. | -* t:u. | ||
0 | 0 | ||
~: | ~: | ||
Fy /::iy n> | Fy /::iy n> | ||
;o "' | ;o "' | ||
| Line 290: | Line 221: | ||
*-* - - --* ... . - D. z V'I | *-* - - --* ... . - D. z V'I | ||
*I Jl n | *I Jl n | ||
rn u Mx Ill | rn u Mx Ill | ||
-1 -* -* *-* - *- - --- ----- - - - * - - --- --- | -1 -* -* *-* - *- - --- ----- - - - * - - --- --- | ||
| Line 302: | Line 232: | ||
0 a. | 0 a. | ||
a. | a. | ||
j J: | j J: | ||
c L | c L | ||
. llt.:11IJI l.S r." .. | . llt.:11IJI l.S r." .. | ||
n | n | ||
/* | /* | ||
(; ~\ | (; ~\ | ||
it | it | ||
*~ | *~ | ||
n | n | ||
| Line 317: | Line 244: | ||
0. | 0. | ||
0 | 0 | ||
(;I | (;I H !:? (') | ||
F,. l::i x 9' | |||
H !:? (') | |||
F,. l::i x | |||
9' | |||
n <.:> 5 ci M -** | n <.:> 5 ci M -** | ||
c (/; | c (/; | ||
| Line 334: | Line 255: | ||
(,,; | (,,; | ||
~:. r. | ~:. r. | ||
,.., f, | ,.., f, | ||
-t- ~- | -t- ~- | ||
z | z | ||
]j l::i l | ]j l::i l I* 0 | ||
I* 0 | |||
} | } | ||
*~ 11.1,. | *~ 11.1,. | ||
| Line 354: | Line 271: | ||
~ | ~ | ||
nClll,rl ~. ~ | nClll,rl ~. ~ | ||
S II. ISp1111!J ll,111*1crl, X*Yll STOP llli!Jiil R1~s.1111i11tl, XiYIZ SNUIJIJErl !Seismic llcstrnintl, ANCUOR. FICllTIOUS ANCtlOR t- ~ :." | S II. ISp1111!J ll,111*1crl, X*Yll STOP llli!Jiil R1~s.1111i11tl, XiYIZ SNUIJIJErl !Seismic llcstrnintl, ANCUOR. FICllTIOUS ANCtlOR t- ~ :." | ||
(II'.* OU~I //I~ | (II'.* OU~I //I~ | ||
| Line 362: | Line 278: | ||
( 5) Nurnb*.::r of i***i(; _t.l\~1 * \1 b]c ::;up-p0ds (number i*equiring 5 3 52 - 37 repair) (0) ( O) (16) ( 9) | ( 5) Nurnb*.::r of i***i(; _t.l\~1 * \1 b]c ::;up-p0ds (number i*equiring 5 3 52 - 37 repair) (0) ( O) (16) ( 9) | ||
( 6) Number of missing supports identified 6 2 1 0 | ( 6) Number of missing supports identified 6 2 1 0 | ||
: b. EDS Ev::iluation | : b. EDS Ev::iluation (1) Estimated number of cal-cufatfons: | ||
(1) Estimated number of cal-cufatfons: | |||
* Dymimic analysis 27 27 9 9 | * Dymimic analysis 27 27 9 9 | ||
* Static coeffident analysis 0 0 23 23 | * Static coeffident analysis 0 0 23 23 | ||
| Line 375: | Line 289: | ||
- -... . ~ . **--* --.- . .., ,. | - -... . ~ . **--* --.- . .., ,. | ||
. - " . . :...i_. | . - " . . :...i_. | ||
[... | [... | ||
~ | ~ | ||
'o | 'o | ||
~ . | ~ . | ||
~ . I ' | ~ . I ' | ||
*--~ | *--~ | ||
I *;.r I' .. | I *;.r I' .. | ||
)..:'" | )..:'" | ||
| Line 395: | Line 302: | ||
---~\.. '-**-* .. 1' y _.,*:.:.. -..:..... | ---~\.. '-**-* .. 1' y _.,*:.:.. -..:..... | ||
~* | ~* | ||
cc: .J *. ~. 1,. .~.**~ | cc: .J *. ~. 1,. .~.**~ | ||
R. ~. Cile: _,,.,.., | R. ~. Cile: _,,.,.., | ||
July i7, 1968 | July i7, 1968 | ||
* E.: o. Svain L~ (Kr;;I) i'ile 06.f.9 R. 'P ~ ~s.rr Requisition En~ic~~rinR | * E.: o. Svain L~ (Kr;;I) i'ile 06.f.9 R. 'P ~ ~s.rr Requisition En~ic~~rinR | ||
, l | , l | ||
\__/ | \__/ | ||
| Line 406: | Line 311: | ||
develop~ by John A. Bltne °''"d As:?ociat(-!5 fo1* Cl:ms 1 jlipin?,. T..::e cun*~,; pro-vide appro:;:imate gui.Oclixes for the ev.:llunt.!.on -of x..he ktexal SU?porta* .i::l :i | develop~ by John A. Bltne °''"d As:?ociat(-!5 fo1* Cl:ms 1 jlipin?,. T..::e cun*~,; pro-vide appro:;:imate gui.Oclixes for the ev.:llunt.!.on -of x..he ktexal SU?porta* .i::l :i | ||
!>1;>1n:;: sy:Jtc..'"!. The pip~s 3te conside!"cd fill.M vith uater and th.:; vc:ll tbickuc.Eb er ech~ule nur.ibcr is shovn on 'th12 ~rcph. Tne T:;.'\.."<iul.,0 of elasticity ia 29-..i:lO{I ?Si. The curvca. u*c based on a e:f.n~le r.pstn with pi~n~d-pinn,~d t..""nd cooditfon6 *. | !>1;>1n:;: sy:Jtc..'"!. The pip~s 3te conside!"cd fill.M vith uater and th.:; vc:ll tbickuc.Eb er ech~ule nur.ibcr is shovn on 'th12 ~rcph. Tne T:;.'\.."<iul.,0 of elasticity ia 29-..i:lO{I ?Si. The curvca. u*c based on a e:f.n~le r.pstn with pi~n~d-pinn,~d t..""nd cooditfon6 *. | ||
The uaa of tho piy:1.nz curves aro £a I | The uaa of tho piy:1.nz curves aro £a I | ||
fol~.o,.,.nn , | fol~.o,.,.nn , | ||
,.0 l. K!".evtn:; th.e period of the au,portin7. 1..**i.dlrl.in~ er structcra '";.;e ccn | ,.0 l. K!".evtn:; th.e period of the au,portin7. 1..**i.dlrl.in~ er structcra '";.;e ccn | ||
. cots,bliah th-e )'criod of tha p!pi.ng a11 t1> vh~n it is rigid, fl.::::ibl>? | . cots,bliah th-e )'criod of tha p!pi.ng a11 t1> vh~n it is rigid, fl.::::ibl>? | ||
| Line 416: | Line 319: | ||
. to C<lrry a load of 0. 5 ?. (t.:lblc °!) and not be~ g!;rcased !!h.it'e ~h;..r. | . to C<lrry a load of 0. 5 ?. (t.:lblc °!) and not be~ g!;rcased !!h.it'e ~h;..r. | ||
1500 psi. (See T£hls 121.4 in ro-Jer Piping rSA5 ~Jl.l.O 19~7,) | 1500 psi. (See T£hls 121.4 in ro-Jer Piping rSA5 ~Jl.l.O 19~7,) | ||
: 3. W~ e;;tebH.ah th~ re::o':le.nt l~ita for V6"."'!ou:-) di~~ters of pipi!:.;;: | : 3. W~ e;;tebH.ah th~ re::o':le.nt l~ita for V6"."'!ou:-) di~~ters of pipi!:.;;: | ||
by usinr. Bl~e'& curveg ~ivin~ ~...atural periods as a functi~n of pi11e size and ep.a:t. (Plste I ane I-A.) | by usinr. Bl~e'& curveg ~ivin~ ~...atural periods as a functi~n of pi11e size and ep.a:t. (Plste I ane I-A.) | ||
| Line 423: | Line 325: | ||
_J~~!'~-EE~~_l.~L?~ .r.~~-~c-~.<!_l?Y .. ~_J't1~~~:~:.-~i ~~9-~t-~-~S~_o::~t :f\r valves or l:r;.~c~ | _J~~!'~-EE~~_l.~L?~ .r.~~-~c-~.<!_l?Y .. ~_J't1~~~:~:.-~i ~~9-~t-~-~S~_o::~t :f\r valves or l:r;.~c~ | ||
!.inec. l'ot' ~C-de;~ree bends, t?ithcr le*~ er.all C<'>t bi;! '!?!Ore than L/2 *.mere l. | !.inec. l'ot' ~C-de;~ree bends, t?ithcr le*~ er.all C<'>t bi;! '!?!Ore than L/2 *.mere l. | ||
~-1~***~~h;-;~-;ftha"'sp:ini'"i"c;~-bo~h--Tep:. -- | ~-1~***~~h;-;~-;ftha"'sp:ini'"i"c;~-bo~h--Tep:. -- | ||
* or | |||
or | |||
I I | I I | ||
'R. P. :Sarr . July 17. 1963 | 'R. P. :Sarr . July 17. 1963 | ||
\_./ | \_./ | ||
Sup}'lOrts shoul~ be loc~tcd in a ?.anner co as to be out of the reson~nt rau~c. | Sup}'lOrts shoul~ be loc~tcd in a ?.anner co as to be out of the reson~nt rau~c. | ||
'P'r~ the_ table of epctns for vt.rious size ?ipes which limits the strc~s to 1500 psi; an est.ir:iate ~t the stress fo"l the above .acceleration values can be Wtde. | 'P'r~ the_ table of epctns for vt.rious size ?ipes which limits the strc~s to 1500 psi; an est.ir:iate ~t the stress fo"l the above .acceleration values can be Wtde. | ||
Tp < 0.17 ... 0.085 sec 2.0 R~sonant System: 0.035 cec < ?p < 0.17 sec | Tp < 0.17 ... 0.085 sec 2.0 R~sonant System: 0.035 cec < ?p < 0.17 sec | ||
| Line 444: | Line 340: | ||
SPA..~S | SPA..~S | ||
+ Resonant TABLE I | + Resonant TABLE I | ||
*FOR VARIOUS DV..::1"ETERS OF PIPIHC Flexible | *FOR VARIOUS DV..::1"ETERS OF PIPIHC Flexible I 6 18 \10 12I14 16 !13 \ 20*1 ~4 Nominal Pir>c Sbe *i j 1n1212 2 1/2 3 3 1/2 4 I5 1.0g Sp<m 7 9 10 11 12 13 14 16 I | ||
I 6 18 \10 12I14 16 !13 \ 20*1 ~4 Nominal Pir>c Sbe *i j 1n1212 2 1/2 3 3 1/2 4 I5 1.0g Sp<m 7 9 10 11 12 13 14 16 I | |||
--12;r;~1 24 | --12;r;~1 24 | ||
: 0) o.s~ Span 10113 14 15 17 18 *2;-fl1 133 13s \ 38 : 40 1 42 i '~3 | : 0) o.s~ Span 10113 14 15 17 18 *2;-fl1 133 13s \ 38 : 40 1 42 i '~3 | ||
| Line 456: | Line 349: | ||
11 | 11 | ||
---------------...... ----..-...-----y-------.,------~-----r-----~ | ---------------...... ----..-...-----y-------.,------~-----r-----~ | ||
~ | ~ | ||
~ | ~ | ||
| Line 476: | Line 364: | ||
,.______-+ _ _ _ _ _ _..___ _ __ | ,.______-+ _ _ _ _ _ _..___ _ __ | ||
I .!;? | I .!;? | ||
I | I | ||
~ I. ). | ~ I. ). | ||
ni | ni | ||
~ | ~ | ||
f\J r.~- | f\J r.~- | ||
d \0.1 v | d \0.1 v | ||
LU . | LU . | ||
. i | . i | ||
.I | .I | ||
~O.G---------------+----------------~---~-------.-~----- | ~O.G---------------+----------------~---~-------.-~----- | ||
~ | ~ | ||
| Line 498: | Line 380: | ||
~--~->---------4~~~~-r-------~-'--~----~----~"--_; | ~--~->---------4~~~~-r-------~-'--~----~----~"--_; | ||
0 I | 0 I | ||
en ' - | en ' - | ||
:-.:=: | :-.:=: | ||
c::> | c::> | ||
~04----------*~----~'--------''------~ | ~04----------*~----~'--------''------~ | ||
111 * | 111 * | ||
(l . . .. ' | (l . . .. ' | ||
I | I | ||
**II | **II | ||
=--:: . | =--:: . | ||
~ | ~ | ||
*- o.~~-------------.~i------,~*-------- ---~- | *- o.~~-------------.~i------,~*-------- ---~- | ||
I 1 | I 1 | ||
~.r.- | ~.r.- | ||
~ | ~ | ||
. /---LE .t' ~1~*""" ,(: | . /---LE .t' ~1~*""" ,(: | ||
---T ..--- | ---T ..--- | ||
:'"-0 r-- | :'"-0 r-- | ||
~ c:: .024 i----------------------------=._---~------...-,,.-t....----...~-~~c;___.c-:: | ~ c:: .024 i----------------------------=._---~------...-,,.-t....----...~-~~c;___.c-:: | ||
.., --* ~ | .., --* ~ | ||
,.,.., .on ----_.-., --~.-----1------* \ .. | ,.,.., .on ----_.-., --~.-----1------* \ .. | ||
* ___ I_____ | * ___ I_____ | ||
-:* __ 1____ | -:* __ 1____ | ||
- -.;, | - -.;, | ||
A* [ jc't' /~1': T . | A* [ jc't' /~1': T . | ||
8 | 8 | ||
~==~-~~ ;..__---r-------T-----t-l-*****_.-*_**--_***=-t-1_--_-*_-=__,ml~-_*---t-!---~----=~-1"-:-_-_*--_- | ~==~-~~ ;..__---r-------T-----t-l-*****_.-*_**--_***=-t-1_--_-*_-=__,ml~-_*---t-!---~----=~-1"-:-_-_*--_- | ||
0 | 0 (I') | ||
(I') | (I') | ||
C> | C> | ||
C-:7 o 'lO 40 50 00 70 Go | C-:7 o 'lO 40 50 00 70 Go | ||
:i~* | :i~* | ||
D.l':>T/\NC.E BSTWE:t:.N L1~TERAL SUPPOf<;TS (F~t:T) .. | D.l':>T/\NC.E BSTWE:t:.N L1~TERAL SUPPOf<;TS (F~t:T) .. | ||
(I') | (I') | ||
,,r | ,,r j> | ||
j> | |||
... ,- C> | ... ,- C> | ||
-:-l ,.** | -:-l ,.** | ||
,,., rn | ,,., rn | ||
') | ') | ||
r*** | r*** | ||
| Line 574: | Line 424: | ||
NATURAL. PERIOD.AS A FUNCTION OF Pl PE | NATURAL. PERIOD.AS A FUNCTION OF Pl PE | ||
JI . :*. ~* | JI . :*. ~* | ||
s.o | s.o | ||
~*~ | ~*~ | ||
| Line 585: | Line 433: | ||
cl ~ : | cl ~ : | ||
*.>u .,t\ 1.S I <... | *.>u .,t\ 1.S I <... | ||
I ...... S?* | I ...... S?* | ||
1 I .... -'** | 1 I .... -'** | ||
: r: | : r: | ||
*~ * | *~ * | ||
: ..... C'7 | : ..... C'7 | ||
| Line 603: | Line 443: | ||
-: .., ~ | -: .., ~ | ||
rri | rri | ||
::J | ::J | ||
....,*1 *- .. | ....,*1 *- .. | ||
.... 0 | .... 0 | ||
:'=>> | :'=>> | ||
| Line 615: | Line 452: | ||
. I ........ f ** ( *,' *:: *' | . I ........ f ** ( *,' *:: *' | ||
..< G-------J..-~------.+-,--------1---- | ..< G-------J..-~------.+-,--------1---- | ||
z | z | ||
;:- | ;:- | ||
| Line 626: | Line 462: | ||
:J:J . t't | :J:J . t't | ||
....... *- . -\ 0 r . .r -------r------**--**-*< | ....... *- . -\ 0 r . .r -------r------**--**-*< | ||
~- | ~- | ||
C-J | C-J m o 10 * \c. 'to '30 1+0 so coo P\STANCE. BE:TWESN Lf-\TcRAl. 'SUPPO!?..TS (FE.t:i) | ||
m o 10 * \c. 'to '30 1+0 so coo P\STANCE. BE:TWESN Lf-\TcRAl. 'SUPPO!?..TS (FE.t:i) | |||
. ') i-<'1 | . ') i-<'1 | ||
.. -* ;:~ | .. -* ;:~ | ||
. (/) | . (/) | ||
| Line 640: | Line 470: | ||
..* ~ | ..* ~ | ||
.... ~ | .... ~ | ||
------------------------------.....-------------------*;**--< | ------------------------------.....-------------------*;**--< | ||
| Line 650: | Line 476: | ||
'tit -----t-----_._.j- - - - j - - . -**-******* | 'tit -----t-----_._.j- - - - j - - . -**-******* | ||
. - - : " - - * - - - - * - * - - - - - - .i-1 | . - - : " - - * - - - - * - * - - - - - - .i-1 | ||
.i | .i | ||
-*~--*;*--':"'-~-~-. | -*~--*;*--':"'-~-~-. | ||
| Line 656: | Line 481: | ||
. 'l..O'-.--..:....--_!-,.;----~-----+------1----------r-------* | . 'l..O'-.--..:....--_!-,.;----~-----+------1----------r-------* | ||
*' Ii :* | *' Ii :* | ||
.. , -- ---**- . fEJ / | .. , -- ---**- . fEJ / | ||
,r . | ,r . | ||
t;* | t;* | ||
A. | A. | ||
* I I I | * I I I | ||
| Line 669: | Line 492: | ||
ill I.& | ill I.& | ||
~. .. . .. . . | ~. .. . .. . . | ||
. *, : Zt.4i--~~~~~~~-+-~~~~~~~-r-~~~-* | . *, : Zt.4i--~~~~~~~-+-~~~~~~~-r-~~~-* | ||
.. . . ~ | .. . . ~ | ||
0 1- | 0 1- | ||
__..:._._:__:_ __ **---*-* --~--_.;. | __..:._._:__:_ __ **---*-* --~--_.;. | ||
I | I en | ||
en | |||
~ | ~ | ||
0 v f.'t tU . | |||
0 | |||
v f.'t tU . | |||
J | J | ||
____I_ _ | ____I_ _ | ||
I 1 = | I 1 = | ||
c::> | c::> | ||
::t:- ll- *J 0 l!J * -*---< | ::t:- ll- *J 0 l!J * -*---< | ||
:< .* Q_ | :< .* Q_ | ||
| Line 700: | Line 513: | ||
V') | V') | ||
V> :: *. | V> :: *. | ||
0.4'----- .. -~~-,.. *~-:*********- . -: ;****. *- --c | 0.4'----- .. -~~-,.. *~-:*********- . -: ;****. *- --c g.,: *: | ||
I I .. | |||
g.,: *: | |||
I | |||
I .. | |||
~ | ~ | ||
::i:- | ::i:- | ||
);: | );: | ||
,.,, 0.'l.. ......... I . *- -- - **I***-**'-*------:. | ,.,, 0.'l.. ......... I . *- -- - **I***-**'-*------:. | ||
i | i | ||
~ V> | ~ V> | ||
| Line 722: | Line 524: | ||
,...,, SUPPORTS (Ft?~ T) | ,...,, SUPPORTS (Ft?~ T) | ||
("""> | ("""> | ||
........ DlSiANC..E | ........ DlSiANC..E C/J | ||
C/J | |||
;:.-., | ;:.-., | ||
-r-,r- | -r-,r- | ||
~~...) V> | ~~...) V> | ||
DEFLt:CTION AS ~, .... Pl Pr c111--r- ,\t'1D Q........... ....... , i': ~' | DEFLt:CTION AS ~, .... Pl Pr c111--r- ,\t'1D Q........... ....... , i': ~' | ||
..) I ...- - | ..) I ...- - | ||
'* I ' | '* I ' | ||
II | II | ||
.* -.c | .* -.c | ||
. .\.: "' | . .\.: "' | ||
*r | *r | ||
~* .< | ~* .< | ||
---~--------,.._..! | ---~--------,.._..! | ||
G.0-----~-----~------1-----+-.--.--,-----------r~------- | G.0-----~-----~------1-----+-.--.--,-----------r~------- | ||
-~? | -~? | ||
I . . !i'i..>Y;~f)--*---- .. -.- | I . . !i'i..>Y;~f)--*---- .. -.- | ||
l--~--..;._..----~--------!-------+----'----1 *-------*r** r./ ... ~ '.-**-c | l--~--..;._..----~--------!-------+----'----1 *-------*r** r./ ... ~ '.-**-c I . | ||
I . | |||
* 1 s.o* ___._--=------li------1-------1------Jf-------~-----* ~- *--C | * 1 s.o* ___._--=------li------1-------1------Jf-------~-----* ~- *--C | ||
~ | ~ | ||
| Line 770: | Line 550: | ||
. z 4.01------+-------1------1--...__---r------t--'----I---/--- | . z 4.01------+-------1------1--...__---r------t--'----I---/--- | ||
'-./ | '-./ | ||
z | z | ||
*. : 0 I- | *. : 0 I- | ||
.en ~ 3.oi------~--1---------1--~-----t--~-----1--~------t---~---- | .en ~ 3.oi------~--1---------1--~-----t--~-----1--~------t---~---- | ||
~ | ~ | ||
C:JJ _J | C:JJ _J | ||
-~ | -~ | ||
~ | ~ | ||
lL | lL | ||
* a~* | * a~* | ||
C:> | C:> | ||
.::::- *I.* | .::::- *I.* | ||
~ | ~ | ||
~ | ~ | ||
| Line 802: | Line 576: | ||
~ | ~ | ||
>-- . !JJ .,.... | >-- . !JJ .,.... | ||
rrw t::J tO | rrw t::J tO | ||
-~* | -~* | ||
( /). | ( /). | ||
( / ) . *.~ ..:: | ( / ) . *.~ ..:: | ||
c:> | c:> | ||
r.0-------1----..* -.. .-..-_. ~-- ... :* | r.0-------1----..* -.. .-..-_. ~-- ... :* | ||
. . J- ~ _£f~~- | . . J- ~ _£f~~- | ||
n. | n. | ||
~ | ~ | ||
::i::- | ::i::- | ||
~l"l-en' | ~l"l-en' | ||
~ | ~ | ||
"'O | "'O | ||
....., ,...., r | ....., ,...., r | ||
~J :i>- | ~J :i>- | ||
-I | -I 0 . . . c::..;:_----~--~ | ||
0 . . . c::..;:_----~--~ | |||
-----il*-----T-----j*-------1-------*--- ,I.. __ , | -----il*-----T-----j*-------1-------*--- ,I.. __ , | ||
.. :~ | .. :~ | ||
| Line 841: | Line 602: | ||
\,;,-, <.n )> | \,;,-, <.n )> | ||
'* . l\ . .., ' *~ !.:. | '* . l\ . .., ' *~ !.:. | ||
'i | 'i I ,, * | ||
I ,, * | |||
~.Oi--~~~--t~~~~-....~~~~-t-~~~--1 | ~.Oi--~~~--t~~~~-....~~~~-t-~~~--1 | ||
*r-.-- ---r--*--**- | *r-.-- ---r--*--**- | ||
I | I | ||
. I | . I | ||
; | ; | ||
---~ * | ---~ * | ||
~.Si--~~~-+-~~~~+--~~......+~-~ ... | ~.Si--~~~-+-~~~~+--~~......+~-~ ... | ||
\fl... | \fl... | ||
\!J | \!J | ||
... .: . *. : .. . .... * *e | ... .: . *. : .. . .... * *e | ||
.....*. '..:"*.*:. I . | .....*. '..:"*.*:. I . | ||
v~.o--~~~--~~~--~~~~f---~~ | v~.o--~~~--~~~--~~~~f---~~ | ||
| Line 875: | Line 619: | ||
* z. | * z. | ||
, . . . -....J - ... | , . . . -....J - ... | ||
: ... *: .- .. .. .... I | : ... *: .- .. .. .... I | ||
, *z ... .' | , *z ... .' | ||
. . 0 | . . 0 | ||
~ | ~ | ||
~ | ~ | ||
C".# | C".# | ||
01.St--~~----i-----~~__,,__~~~~*1--,~-,--jf--,,__~~-~1--~~~--i~~ | 01.St--~~----i-----~~__,,__~~~~*1--,~-,--jf--,,__~~-~1--~~~--i~~ | ||
t.lJ | t.lJ | ||
_J | _J | ||
'"°':- .::-., n. | '"°':- .::-., n. | ||
ti J | ti J | ||
::I | ::I | ||
~ 0 * .. *' | ~ 0 * .. *' | ||
:J c::: | |||
:J | |||
c::: | |||
*.... .. ~I | *.... .. ~I | ||
<. o ~---------1-----*1--_., | <. o ~---------1-----*1--_., | ||
| Line 913: | Line 638: | ||
*:; | *:; | ||
I <. | I <. | ||
~_.., \.fl | ~_.., \.fl | ||
* CJ 1-.-.- | * CJ 1-.-.- | ||
| Line 919: | Line 643: | ||
I\!! * | I\!! * | ||
. ,; | . ,; | ||
~ | ~ | ||
... : -~ .......... -* *. | ... : -~ .......... -* *. | ||
~~ Ci .. | ~~ Ci .. | ||
!-> :::i: | !-> :::i: | ||
.,.. tr.7 r-c:: | |||
.,.. tr.7 r- | |||
c:: | |||
r., .. | r., .. | ||
u | u | ||
~ | ~ | ||
~ | ~ | ||
t:J | t:J | ||
\() | \() | ||
UJ U). | UJ U). | ||
| Line 946: | Line 658: | ||
(.I') ..*. '. . . . | (.I') ..*. '. . . . | ||
g *.:-:. :.*: : | g *.:-:. :.*: : | ||
~ | ~ | ||
r., | r., | ||
(/) . | (/) . | ||
r.:> | r.:> | ||
,_,, . v.* | ,_,, . v.* | ||
P1 .. | P1 .. | ||
~- | ~- | ||
: 1. * .... =*.:*5'.,.**1 ' | : 1. * .... =*.:*5'.,.**1 ' | ||
I,. | I,. | ||
. ,. .'ii | . ,. .'ii | ||
----o--------.i..---~------~~-------1'"----~----,-~~-----.-----------r----------r-~~~~~, --~* | ----o--------.i..---~------~~-------1'"----~----,-~~-----.-----------r----------r-~~~~~, --~* | ||
| Line 974: | Line 676: | ||
_ _ _ _ _ .._,______.,._ _ _ _ _ i - - - - - , - - - - - - - - : ~ *--------- --*--*: __ :_ it!; | _ _ _ _ _ .._,______.,._ _ _ _ _ i - - - - - , - - - - - - - - : ~ *--------- --*--*: __ :_ it!; | ||
,---,-..---<---~-,------------,-*-* ~ | ,---,-..---<---~-,------------,-*-* ~ | ||
./ . 0 | ./ . 0 | ||
.i ~ -I ~1 __. *1,. i ~-t~~-~c~-~-~:;_ | .i ~ -I ~1 __. *1,. i ~-t~~-~c~-~-~:;_ | ||
| Line 981: | Line 682: | ||
- :.:. . ~-. ~f 0 ; | - :.:. . ~-. ~f 0 ; | ||
!_---- -:--*-:; | !_---- -:--*-:; | ||
*en "'-.... | *en "'-.... | ||
b ____ | b ____ | ||
;:.; ~ .* el "' ** _:_~~---*::._G"<l>5ch8o! ___ _ | ;:.; ~ .* el "' ** _:_~~---*::._G"<l>5ch8o! ___ _ | ||
i-- | i-- | ||
IC.-=> | IC.-=> | ||
~ * | ~ * | ||
* 0 o_ - - I I t | * 0 o_ - - I I t | ||
- I | - I | ||
.. I | .. I | ||
~. lL *. | ~. lL *. | ||
| Line 1,004: | Line 701: | ||
- -. * \.\l | - -. * \.\l | ||
~ | ~ | ||
I- -- ---- ,* | I- -- ---- ,* | ||
-- -----E -;l .- i-- I 1* | -- -----E -;l .- i-- I 1* | ||
| Line 1,010: | Line 706: | ||
. r --,;-* ... | . r --,;-* ... | ||
*e-I** . | *e-I** . | ||
(/) ... | (/) ... | ||
._. ~::-,,,. -~... *:;/*'*.* :_:_. | ._. ~::-,,,. -~... *:;/*'*.* :_:_. | ||
\j) | \j) | ||
*. 2 o | *. 2 o | ||
I f | I f | ||
-.*_* . ~,-----*** ------1----------:..::...J | -.*_* . ~,-----*** ------1----------:..::...J | ||
. : .-1~------.-*.-..-*----*--*-----* | . : .-1~------.-*.-..-*----*--*-----* | ||
I ~ | I ~ | ||
4 Sc.h 80 | 4 Sc.h 80 | ||
*-:--~:---- . 1-~~----*1 ;~,~~'Ch--!>"" 1*-**. | *-:--~:---- . 1-~~----*1 ;~,~~'Ch--!>"" 1*-**. | ||
I __ :_ .. | I __ :_ .. | ||
i------ --~--; --**-**1*;..J .. ,.,.; .(..,.;**.~ *. -*** | i------ --~--; --**-**1*;..J .. ,.,.; .(..,.;**.~ *. -*** | ||
~ ~1 .;<! | ~ ~1 .;<! | ||
--~ ~~ ~* | --~ ~~ ~* | ||
----------:~~~~-~=---=-T | ----------:~~~~-~=---=-T | ||
--~--1----c-------,-----* | --~--1----c-------,-----* | ||
| Line 1,049: | Line 735: | ||
w > ~~.~~~~~~~~~~~=~R~~~~J~ | w > ~~.~~~~~~~~~~~=~R~~~~J~ | ||
.--~-,..-------------.-----------------------..------...----..:..:.. | .--~-,..-------------.-----------------------..------...----..:..:.. | ||
so..--------~------*---------4------_..---*---------*-**----- .... -_ . _ . ____ - '"'.*..;.,..; | so..--------~------*---------4------_..---*---------*-**----- .... -_ . _ . ____ - '"'.*..;.,..; | ||
| Line 1,058: | Line 742: | ||
' i | ' i | ||
,.~ - . | ,.~ - . | ||
i | i | ||
''l. 111.u PJPe_ _ *.I | ''l. 111.u PJPe_ _ *.I | ||
. I | . I | ||
~C.HE.DULE 40~ 80 | ~C.HE.DULE 40~ 80 | ||
~1 I | ~1 I | ||
~ | ~ | ||
J .*. | J .*. | ||
I | I | ||
:l | :l | ||
.**.* .. .* .: . " I . -_ . *.* *. .; | .**.* .. .* .: . " I . -_ . *.* *. .; | ||
J I. * | |||
J I. * | * J **~ | ||
J **~ | |||
ie") | ie") | ||
i "-> | i "-> | ||
c:;..> t- | c:;..> t- | ||
~ .. .** .* . . *,. | ~ .. .** .* . . *,. | ||
-*~") | -*~") | ||
r-- | r-- | ||
~ R~Oi-----*-'~-~--~--~~1---~-- ~----~--+---~---~-~* i--~l~h-"_P_l_P_c---i-~---~~~* ~ | ~ R~Oi-----*-'~-~--~--~~1---~-- ~----~--+---~---~-~* i--~l~h-"_P_l_P_c---i-~---~~~* ~ | ||
~...-: | ~...-: | ||
| Line 1,095: | Line 766: | ||
':"":.a | ':"":.a | ||
~~ | ~~ | ||
'c::1 i:;*., | 'c::1 i:;*., | ||
c:: | c:: | ||
~*** | ~*** | ||
~ | ~ | ||
tJ : | tJ : | ||
CSCHEDULE: | CSCHEDULE: | ||
l/411 TU?.:>l N('., | l/411 TU?.:>l N('., | ||
| Line 1,113: | Line 779: | ||
--._r * .. tw:. 0.049 a | --._r * .. tw:. 0.049 a | ||
-.I -.* | -.I -.* | ||
*=**) | *=**) | ||
'l"'ri | 'l"'ri | ||
~ | ~ | ||
0 | 0 | ||
~ | ~ | ||
I | I | ||
. . *..* I | . . *..* I | ||
~> ~ toi--~~~~~_,.....~~~~~---J:--~-r-~-r-~-.r-~~~~---+~~~~~~-+-~~-~~~_;..~~~~~~ | ~> ~ toi--~~~~~_,.....~~~~~---J:--~-r-~-r-~-.r-~~~~---+~~~~~~-+-~~-~~~_;..~~~~~~ | ||
1 | |||
.;; ~ | .;; ~ | ||
~~ | ~~ | ||
.,, ~ ,,"il .* * ., .' | .,, ~ ,,"il .* * ., .' | ||
* r ** * | * r ** * | ||
<. 1 | <. 1 | ||
.. * ,..../__ ~ ~ | .. * ,..../__ ~ ~ | ||
. 1 _ | . 1 _ | ||
~-=-~14' P1pc l 11 PlPE. ~CHE.DULc 40,.BO | ~-=-~14' P1pc l 11 PlPE. ~CHE.DULc 40,.BO | ||
<;,cLoou1...t 4-o,e;J | <;,cLoou1...t 4-o,e;J | ||
| Line 1,154: | Line 805: | ||
* t:, . ** \0 *. !&;, . 'lo * 'lS . 30 i | * t:, . ** \0 *. !&;, . 'lo * 'lS . 30 i | ||
*: ~::: ~ . . .* P1'01/~NcE P..1ETV\ EC:N L,~TC.~AL C":)UPi;:)Or2i*c:.) (FCC:.T) 1 | *: ~::: ~ . . .* P1'01/~NcE P..1ETV\ EC:N L,~TC.~AL C":)UPi;:)Or2i*c:.) (FCC:.T) 1 | ||
~ ~~ 5UF'PORT Rc;~C.TlON AS A. . FUi'{C~r!ON | ~ ~~ 5UF'PORT Rc;~C.TlON AS A. . FUi'{C~r!ON | ||
--------*-**--**-**-:.--*----.--~.:.:..::.:...::=-*-*-**---*-- | --------*-**--**-**-:.--*----.--~.:.:..::.:...::=-*-*-**---*-- | ||
| Line 1,162: | Line 812: | ||
I: | I: | ||
> ..... :; | > ..... :; | ||
: e. ... . | : e. ... . | ||
)* | )* | ||
Ji | Ji | ||
| Line 1,172: | Line 819: | ||
() 'i | () 'i | ||
\\',~LL WALL L ? SPACE~ | \\',~LL WALL L ? SPACE~ | ||
'10 : 100 I I | '10 : 100 I I | ||
.* i.* ! . | .* i.* ! . | ||
. . . L | . . . L | ||
~C..HE:MhTl C. Ol1~0Rl~!'t\ OP SUPPORI~ | ~C..HE:MhTl C. Ol1~0Rl~!'t\ OP SUPPORI~ | ||
.... I .; . | .... I .; . | ||
. *. *:*:.. *.. :.* . . ':*.* . l *.* . | . *. *:*:.. *.. :.* . . ':*.* . l *.* . | ||
61YEN : | 61YEN : | ||
Pl Pl NC:, C:,Y572:M Ac;, ~HO\\'N. r I | Pl Pl NC:, C:,Y572:M Ac;, ~HO\\'N. r I | ||
I Re:qu1rc.eo: EY~ 1-UATION OF MAX!MU/'-i\ ~P/..\N t OF Nt\iU1~AL. r'2~\0Q> Cr 02;=L::C.TION > AN1? | I Re:qu1rc.eo: EY~ 1-UATION OF MAX!MU/'-i\ ~P/..\N t OF Nt\iU1~AL. r'2~\0Q> Cr 02;=L::C.TION > AN1? | ||
.OF COLJi.:>t~oR.7 RE:AC.wi IOi'-f ";1 Oi- r...,u=q N 0 UNDEiC. L1~\Gt'2AL.. LO~w. .. .... : : | .OF COLJi.:>t~oR.7 RE:AC.wi IOi'-f ";1 Oi- r...,u=q N 0 UNDEiC. L1~\Gt'2AL.. LO~w. .. .... : : | ||
~OLUllON: | ~OLUllON: | ||
L._h.TE'RAL SUPPOr<..I~ :* * 'OU.PP0~7'"=>. A.*Ef_ C. | L._h.TE'RAL SUPPOr<..I~ :* * 'OU.PP0~7'"=>. A.*Ef_ C. | ||
| Line 1,204: | Line 837: | ||
'-/ -:. ~,..1 | '-/ -:. ~,..1 | ||
* LAIER.AL ;<;7.~'T.C.1~\NT 1~ p:zov10;:0 AT 5UPPOtC.1~ B t7.'0 ; ...... . . | * LAIER.AL ;<;7.~'T.C.1~\NT 1~ p:zov10;:0 AT 5UPPOtC.1~ B t7.'0 ; ...... . . | ||
: i. . | : i. . | ||
. : :.** :.- ;. | . : :.** :.- ;. | ||
. ... .. .:1 | . ... .. .:1 | ||
:,*: *. 5HE:E:T NO. I | :,*: *. 5HE:E:T NO. I | ||
'*I * | '*I * | ||
. JO!HI A. DtU:JE f1;lD ASSOCi:\1ES, F.i!Gl:lEEns | . JO!HI A. DtU:JE f1;lD ASSOCi:\1ES, F.i!Gl:lEEns | ||
& "' A . I ..... * * ~ ~.. .. - .. T '!" .. ,. ~ .....,. | & "' A . I ..... * * ~ ~.. .. - .. T '!" .. ,. ~ .....,. | ||
| Line 1,234: | Line 848: | ||
r | r | ||
-~.- | -~.- | ||
~ | ~ | ||
11..... ~ .~ *. - ... | 11..... ~ .~ *. - ... | ||
I , * | |||
~,. | ~,. | ||
... f ' | ... f ' | ||
lo*. | |||
**~ | **~ | ||
--~--** | --~--** | ||
| Line 1,265: | Line 871: | ||
OF A2:.0UT ICOO f>Oi.J!'i-:> S. | OF A2:.0UT ICOO f>Oi.J!'i-:> S. | ||
fO:C. 7H~--r2..~,~C.llON /~"'(' ~~ MULTJ,0 LY 1000 POUND? r:,y *1wo. | fO:C. 7H~--r2..~,~C.llON /~"'(' ~~ MULTJ,0 LY 1000 POUND? r:,y *1wo. | ||
. I | . I | ||
.. FOR THS r2.. eAC!lON A7 0) ENI;~;.:~ | .. FOR THS r2.. eAC!lON A7 0) ENI;~;.:~ | ||
| Line 1,278: | Line 883: | ||
* T~E ~UP?O~IC:> ~HOUL~ ~E. bE.~I(::~ ~*.-~ | * T~E ~UP?O~IC:> ~HOUL~ ~E. bE.~I(::~ ~*.-~ | ||
* FOi"?_ IHc~r; Fo~CC:~ . | * FOi"?_ IHc~r; Fo~CC:~ . | ||
..**..~.: . | ..**..~.: . | ||
.. ~ *. | .. ~ *. | ||
*./*.~~-: .: . | *./*.~~-: .: . | ||
~ .. .'. | ~ .. .'. | ||
11!::.He=.-- | 11!::.He=.-- | ||
| Line 1,296: | Line 892: | ||
* ~"""'. | * ~"""'. | ||
r>4i. | r>4i. | ||
Jo *.*-'J',**' ' D'u*~t" | Jo *.*-'J',**' ' D'u*~t" | ||
#1. L 1.u. f1'"' D nAssncr!l-cs 1 | #1. L 1.u. f1'"' D nAssncr!l-cs 1 | ||
Revision as of 15:40, 4 February 2020
| ML17192A838 | |
| Person / Time | |
|---|---|
| Site: | Dresden, Quad Cities  |
| Issue date: | 03/07/1980 |
| From: | Snyder T EDS NUCLEAR, INC. |
| To: | |
| Shared Package | |
| ML17192A837 | List: |
| References | |
| PROC-800307, NUDOCS 8007300508 | |
| Download: ML17192A838 (20) | |
Text
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TITLE; 5. O . Engineering Criteria/Procedure for the Application of the Blume Curves Crite:
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CU ENT / PROJECT: _ _ co_mm __ on_w_e_al_t_h-......E_d_is_o_n_ _ __ J 0 8 NO.; _o_s_9_o-_o_o_3_____ REVISION: 0 .
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DATE REVISION RECORD Revision Date Prepared Approved 1 . 3/7 /80 -$-..;c~.._<->1 . -~A~-
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\ - EDS NUCLEAR INC. (9 PROJECT INSTRUCTIONS No.: 5. o CLIENT I PROJECT: Commonwealth Edison Revision: 1
- 5. 0 Engineering Criteria/Procedure for the Application of TITLE: the Blume Curves Criteria Page~ of 5
- 1. 0 INTRODUCTION 1.1 Purpose This document provides the engineering criteria for the application of the Blume Curves as shown in Attachment A. The first set of Blume Curves applies to Dresden Unit 2 and 3, and the second set applies to Quad Cities Unit 1 and 2.
- 1. 2 Applicability of the Blume Curves Criteria:
a) Dresden Units 2 and 3: diameter 10" or less piping b) Quad Cities Units 1 and 2: diameter 811 or less piping for lateral seismic spans spacing.
- 2. 0 INPUT INFORMATION REQUIRED FOR APPLYING THE BLUME CURVES 2.1 Piping Data
. Pipe Size ,
. Schedule ..
. Pipe Weight
. Contents
. Insulation
- 2. 2 Piping Isometric with Field Information from Bechtel Walkdown
- Dimensions of piping
- Locations of supports - type and direction
- Weights of valves/flanges
- Piping Class - breaks
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- Highest elevation of piping system is required for flexible spans (Attachment A~
3.0 A mathematical model should be drawn for each problem using input information described! in 2. 2. All stipport points, branch points, concentrated weight locations, elevati~ns, line i number, valve number, and orientation of piping system (N direction) should be properly i identified on the Blume mathematical model. , I
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\e EDS NUCLEAR INC. (.
PROJECT. INSTRUCTIONS No.: 5. o CU ENT I PROJECT: Commonwealth Edison Revision: ; 1
- 5. 0 Engineering Criteria/Procedure for the Application of TITLE: the Blume Curves Criteria Page 3 of 5
- 4. 0 ANALYSIS FOR OBE 4.1 The evaluation of seismic restraints should be performed for all directions; effects*
of concentrated weight and change in line size should be considered. . *
- 4. 1. 1 Horizontal Direction The adequacy of seismic restraints of the two perpendicular horizontal directions for OBE can be evaluated directly from the Blume Curves.
Both rigid and flexible spans should be considered. In addition to avoid-ing the resonant range, the seismic stress for Quad Cities 1 and 2 piping should be less than 3700 psi, and the deflection should be less than 2 inche~
- 1 For Dresden 2 and 3 piping, the deflection criteria L plotted on the 4
Deflection Curves limits the allowable span. SO Building amplification is considered in the Quad Cities Blum~ Criteria by multiplying restraint loads, stresses, and deflections by 3 for piping located at elevation 579 feet and above *. This amplification is included in the Blume Curves for Dresden , so that the multiplication factor for higher elevations does not apply. 6.J 4.1. 2 Vertical Direction The Blume Criteria states that the Y-dfrection seismic restraints provide sufficient sµpport when the piping system is adequately supported for gravity. However, when the piping is principally supported by spring han-gers, additional vertical supports may be required to assure that seismic bending stresses do not exceed 3700 psi. Table 1 gives the maximum spans for vertical rigid supports as a function of pipe size. These spans are based on a vertical deflection of 1 inch :ind vertical ground acceleration of
- lg. The otrcsses for the given spnns ::tre limited to the level established by Quad Cities Bluri1e Curve Criteria (3700 psi), based on S. I. F. of 2. 4.
- 4.2 When the as-built restraints on the piping system have been evaluated to be in-adequate, additional supports would be designed such that the Blume Curve Criteria is met. The thermal criteria as provided in Project Instruction 10. O should be applied while adding seismic restraint to the piping system.
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e EDS NUCLEAR INC. (. PROJECT INSTRUCTIONS Commonwealth Edison No.: 5. o CLIENT I PROJECT: Revision: l
- 5. O Engineering Criteria/Procedure for the Application of TITLE: the Blume Curves Criteria Page 4 of 5
- 5. O Support LocatioJl. Requests for new supports are transmitted to EDD after approval by the Project Engineer *.
6.0 The deflection, seismic stress (for Quad Cities piping only), and frequency corresponding tO the new span lengths should be documented. The attached summary should be used to document suppqrt loads and displacements. :
- 7. 0
- Calculation of. Restraint Design Loads for X, Y, and Z direction should include the concentrated weights contributions. *Support loads due to vertical seismic response /\
can be calculated by taking 10% of the loads due to dead weight.. ~ 1
- 8. 0 Anajysis for DBE is similar to that of OBE. DBE deflection and restraint loads are*
twice those read from the design curves and all concentrated weights are doubled.
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JOB NO. C 510 - 0 0 ~ BY I OATE-=' / ,, 1 (*'.;I CKO. /). /*f ITEM NO. ISHT.5 OF - I e d:s ~~nuclear 1
Reanalysis of Blume Piping Seismic So an Evaluation For Added Supoort Blume Criteria: pipe, schedule Span length ft. RIGID Span le~o-th ft. FLEXIBLE
* . With concentrated weights, Span length required ft. RIGID*
Piping Excitation i Period Span i Deflection i I Stress From To Direction (Sec.) Length l (in.) (psi) iNe*w i! (ft. ) I Restraint ' ! I i I I I I l l i I
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( 5) Nurnb*.::r of i***i(; _t.l\~1 * \1 b]c ::;up-p0ds (number i*equiring 5 3 52 - 37 repair) (0) ( O) (16) ( 9) ( 6) Number of missing supports identified 6 2 1 0
- b. EDS Ev::iluation (1) Estimated number of cal-cufatfons:
- Dymimic analysis 27 27 9 9
- Static coeffident analysis 0 0 23 23
- Blume curve analysis 48 48 34 34
( 2) Number Evaluated: >-
- Dynamic analysis 8 0 0 0
- Static coefficient analysis 0 0 7 0
- Blume curve analysis 23 13 9 3
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- E.: o. Svain L~ (Kr;;I) i'ile 06.f.9 R. 'P ~ ~s.rr Requisition En~ic~~rinR
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MC 377 l.aternl deflectiou and force ~valu.atiou c~rves fer ?i?i.ng system:s hr.a lr.::*c-r'.. develop~ by John A. Bltne °"d As:?ociat(-!5 fo1* Cl:ms 1 jlipin?,. T..::e cun*~,; pro-vide appro:;:imate gui.Oclixes for the ev.:llunt.!.on -of x..he ktexal SU?porta* .i::l :i
!>1;>1n:;: sy:Jtc..'"!. The pip~s 3te conside!"cd fill.M vith uater and th.:; vc:ll tbickuc.Eb er ech~ule nur.ibcr is shovn on 'th12 ~rcph. Tne T:;.'\.."<iul.,0 of elasticity ia 29-..i:lO{I ?Si. The curvca. u*c based on a e:f.n~le r.pstn with pi~n~d-pinn,~d t..""nd cooditfon6 *.
The uaa of tho piy:1.nz curves aro £a I fol~.o,.,.nn , ,.0 l. K!".evtn:; th.e period of the au,portin7. 1..**i.dlrl.in~ er structcra '";.;e ccn
. cots,bliah th-e )'criod of tha p!pi.ng a11 t1> vh~n it is rigid, fl.::::ibl>?
.oi' rcaon.r~!!t.
- 2. Ve ct\n tie':Ablisb the ma:d.oU!2 s~ans for v&riou:1 dismetcrs cf pipi::.:~
. to C<lrry a load of 0. 5 ?. (t.:lblc °!) and not be~ g!;rcased !!h.it'e ~h;..r.
1500 psi. (See T£hls 121.4 in ro-Jer Piping rSA5 ~Jl.l.O 19~7,)
- 3. W~ e;;tebH.ah th~ re::o':le.nt l~ita for V6"."'!ou:-) di~~ters of pipi!:.;;:
by usinr. Bl~e'& curveg ~ivin~ ~...atural periods as a functi~n of pi11e size and ep.a:t. (Plste I ane I-A.)
- 4. >.ftar the 11ps:l h&o baan cel&-ctoo, plr.tes 2 .lnd 3 c~n bl! u=sed to deter.=ine tb!! deflection and t'!le, reaction en the support.
0 _J~~!'~-EE~~_l.~L?~ .r.~~-~c-~.<!_l?Y .. ~_J't1~~~:~:.-~i ~~9-~t-~-~S~_o::~t :f\r valves or l:r;.~c~
!.inec. l'ot' ~C-de;~ree bends, t?ithcr le*~ er.all C<'>t bi;! '!?!Ore than L/2 *.mere l.
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'R. P. :Sarr . July 17. 1963 \_./
Sup}'lOrts shoul~ be loc~tcd in a ?.anner co as to be out of the reson~nt rau~c.
'P'r~ the_ table of epctns for vt.rious size ?ipes which limits the strc~s to 1500 psi; an est.ir:iate ~t the stress fo"l the above .acceleration values can be Wtde.
Tp < 0.17 ... 0.085 sec 2.0 R~sonant System: 0.035 cec < ?p < 0.17 sec
- 0.24 sec
.;.1 Flexible Systcm1 Tp ~ 0.17 .sec ~ 0.24 sec*
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SPA..~S
+ Resonant TABLE I
*FOR VARIOUS DV..::1"ETERS OF PIPIHC Flexible I 6 18 \10 12I14 16 !13 \ 20*1 ~4 Nominal Pir>c Sbe *i j 1n1212 2 1/2 3 3 1/2 4 I5 1.0g Sp<m 7 9 10 11 12 13 14 16 I
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