G3A- Barkan's Method

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    CIVIL FOUNDATION DESIGN CALCULATION

    PUMP FOUNDATION

    1 09.09.07 PSN VDD HARI ICC Issued for Company Comment

    Rev. Date By Chkd Appr. Statu Rev!!"# rea"# $"r !ue de%r!pt!"#

    She&& Pr"'e%t N".( )P*+,,,*-AT U#!t( ,*,,,,

    C"#tra%t"r Pr"'e%t N".( //0

    C"#tra%t"r C"#tra%t N".( PI*,1 Sheet( 2 "$ PC3BS( 44

    C"#tra%t"r #a5e( CB6I

    PEARL GTL PRO7ECT

    Or!8. Or8.(

    C"#tra%t"r D"% N"( 2+2+,*,,,*CN*C,9*,,2:

    C"#tra%t"r D"% ID( :;:,

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    Pr"'e%t D"% N"( T*:.2+.9/9 Rev.( 2

     

    -ATAR

     

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    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$ 

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared

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  • 8/17/2019 G3A- Barkan's Method

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    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared

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    6/38

    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared

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    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared

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    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared 000   + >000

    /' Coeffiient of e!asti nonuniform ompression $000

    ' Coeffiient of e!asti uniform s#ear ?000

    d' Coeffiient of e!asti nonuniform s#ear &000

    3 Refer Anne*ure 1 S5et#1 '

    Sr.No @6uipment Part Name ei)#t Mass C. of Ma#ine Stati Moment of Mass

    a> F"r Ma%h!#e "on m m m

    1 Pump ;.,, 0.B .: 2.9 9., &.& 0.$ 1. ? Motor  0.9, 0.7 2.1 2.9 9., 1.> 0.9 1.$ & 4asep!ate +./, 0.> +.:+ 2.9 2.:+ 1.& 0. 0.B > ,.,, 0.0 ,.,, ,.,, ,.,, 0.0 0.0 0.0  ,.,, 0.0 ,.,, ,.,, ,.,, 0.0 0.0 0.0

    "ota!  Ma#ines 20.,, 2.0+

    (* (y (2

    F"r F"u#dat!"# ???? ;./ 9., 2.+, &.>& .> +.:+ 2.9 ,.; 1$.B B.$1 &.> ???? ,.,, ,.,, ,.,, 0.00 0.00 ,.,, ,.,, ,.,, 0.00 0.00 0.00 ???? ,.,, ,.,, ,.,, 0.00 0.00 ,.,, ,.,, ,.,, 0.00 0.00 0.00 ???? ,.,, ,.,, ,.,, 0.00 0.00 ,.,, ,.,, ,.,, 0.00 0.00 0.00 ???? ,.,, ,.,, ,.,, 0.00 0.00 ,.,, ,.,, ,.,, 0.00 0.00 0.00

    ???? ,.,, ,.,, ,.,, 0.00 0.00 ,.,, ,.,, ,.,, 0.00 0.00 0.00 0,.:+ 0.2/ 9:.0: /.10 0.:;

    3Note EEEE, s#a!! /e rep!aed /y F su/tratF , if any area is to /e deduted, for #o!!o8 or aity '

     C"55"# C.G "$ Ma%h!#e 6 F"u#dat!"#

    a' G + &.> m

    /'  + 1.? m

    '  + 1.0> m

      C"5

    Sr.no Item

    a' or Ma#ines ump . . . . . .

    ? Motor 1.0 0.00 1.>B 1.B &.? 1.B & 4asep!ate 0.0? 0.00 0.&9 0.1 0.1 0.0

    > 0.00 0.00 0.00 0.0 0.0 0.0  0.00 0.00 0.00 0.0 0.0 0.0

    /' or oundation

    Sr.#"

    1 0.0? 0.00 0.&9 >.> ??.9 ?>.1 0.00 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 0.0 0.0 0.0 0.00 0.00 0.00 0.0 0.0 0.0

    9., INPUT FOR [email protected] FOUNDATION (*

    3 A!! a!ues #i)#!i)#ted in  e!!o8  are input a!ues.' "%m?

    "%m?

     Area at /ase Af +

    +., SOIL PARAMETERS (*

    or A f   J 10m? , C

    u  Va!ues s#a!! /e mu!tip!ied 8it# 10 %A

    C u + "%m&

    C K

    + ?EC u   + "%m&

    C r   + 0.EC

    u   + "%m&

    C s + 0.7EC

    u  + "%m&

    :., Ca&%u&at!"# "$ Ce#ter "$ 8rav!ty a#d Stat!% M"5e#t "$ Ma (*

    m 5m 5 =1./2 m ym m 5m?m 5m?ym 5m?m

    "se?%m "se? "se? "se?

     f  5f  $  =1./2 $  y$  $  5$ ?$  5$ ?y$  5$ ?$ 

    T"ta& 3 Ma#ine Loundation' +

    3m m E*

    m Lm

    f  E*

    f  '%3m

    m Lm

    f  '

    3m m Ey

    m Lm

    f  Ey

    f  ' %3m

    m Lm

    f  '

    3m m E2

    m Lm

    f  E2

    f  ' %3m

    m Lm

    f  '

    e   e

    y   e

       

    *m  

    ym  

    2m  

    %* 5

     %*y 5

    4%* 5

    e   e

    y   e

       

    *f   

    yf   

    2f  %*

    $  %*y

    $  %*

     

    *

    y

    (2

     

    4 C.. of @6uipment

    0.&m

    a8in)

     

    (*

    (y Pit#in)

    Common C.

    Ro5in)

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    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared

    d> )t "$ ha$t a M"5e#t H y*y a! *My

    My1 * * distane up to enter of )raity + ,.,, ".m My? ma* ertia! primary moment Q a*is yy + ,., ".m My& ma* ertia! seondary moment Q a*is yy + ,., ".m

    My + 3 My1LMy? L My&' + ,.,, T.5

    !!!> M"5e#t H * a! * M

    M21 ma* ertia! primary moment Q a*is 2 2 + , ,, " m

      **

    + m m 3(y?L(2?'%1? L m

    m 3e

    y ?Le

    2 ?' L m

    f  3(y?L(2?'%1? L m

    f  3e

    y ?Le

    2 ?' 3

    *m L *f '

      yy

    + m m 3(*?L(2?'%1? L m

    m 3e

    * ?Le

    2 ?' L m

    f  3(*?L(2?'%1? L m

    f  3e

    * ?Le

    2 ?' 3

    ym L yf '

      22

    + m m 3(y?L(*?'%1? L m

    m 3e

    y ?Le

    * ?' L m

    f  3(y?L(*?'%1? L m

    f  3e

    y ?Le

    * ?' 3

    2m L 2f '

      *m

       *f

    are Mass Moment of inertia for ma#ine  foundation respetie!y Q t#e a*is, Simi!ar for  and  a*is'

    ( *  3(

    y ' &%1? + m>

    ( y  3(

    * ' &%1? + m>

    m>

    ., Sta

    a' @ *  +3(*%?  G'%(* +

    /' @ y +3(y%? '%(y+

    ;., U#

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    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared P!t%h!#8 H * a! a#d L"#8!tud!#a& V!

    "#e mass moment of inertia of t#e 8#o!e system Q

    t#e ya*is passin) t#rou)# t#e ommon enter of )raity + ?9.9?

    "#e mass moment of inertia of t#e 8#o!e system Q t#e a*is passin)

    t#rou)# t#e entroid of t#e /ase area

    + + &7.B7

    3 #ere m is e6ua! to sum of mass of ma#ine p!us foundation'

    "#e ratio + 0.79

    0., Che%k $"r Re"#a#%e

    3 A!t#ou)# t#e system /ein) onsidered #as si* de)ree of freedom it may on!y i/rate in four different 8ays or modes. Rotatio t#e GG a*is does not usua!!y ta5e p!ae independent!y of trans!ation a!on) t#e  a*isT i.e. Ro5in) and !atera! mode norma!! simu!taneous!y, simi!ar!y pit#in) and !on)itudina! i/ration mode our simu!taneous!y. -t#er t8o modes of t#is system are e i/rations and ya8in) i/rations 3 Unoup!ed modes'.

    f n32' ? + Cu Af  f n32' + Cu Af   + se1

    f n32' % ?π =

    -peratin) fre6ueny of ma#ine f m +

    -peratin) fre6ueny of ma#ine fm in ps +f m % B0

    se1

    re6ueny Ratio + f  n32'

    %f  m

    +

      **+

    "m se?

      **

    +

      **

    L m * 3'? "m se?

    r 1 + ** % **

      f nK3*' ? +

    CK  *    Se?

     **

    or trans!ation a!on)  a*is f n3y' ? + Cr  Af   % m Se?

    Prinipa! natura! fre6uenies f n1  f n? are

    f n >   3f nK3*'

    ? L f n3y' ?'f n

    ? L 3f nK3*' ?  f n3y'

    ?'

    r 1   r 1 "#erefore f n1  f n? are e6ua! to

    f n1  ?+ f nK3*'

    ? L f n3y' ? L 3 f nK3*'

    ? L f n3y' ?'?  >r 1 f nK3*'

    ?  f n3y' ?

    Se?

    ?r 1 f n1 Se1

    Ratio of natura! fre6ueny to ma#ine fre6ueny+ f n1 % f m

    f n?  ?+ f nK3*'

    ? L f n3y' ?  3 f nK3*'

    ? L f n3y' ?'?  >r 1 f nK3*'

    ?  f n3y' ?

    Se? ?r 1

    f n? Se1

    Ratio of natura! fre6ueny to ma#ine fre6ueny + f n? % f m

      yy+

    "m se?

      yy+

      yy L m * 3' ?

    "m se?

    r ? + yy % yy

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    11/38

    C&!e#t ( -ATAR S)ELL 7"< N" ( 2+2+, Pa8e ( "$  

    DOC N"*2+2+,*,,,*CN*C,9*,,2: Prepared .? ' As per Cii! Strutura! Desi)n 4asis 3C!. &.$.B ' + 0 :m d' As per CP ?01? i) & + ,  :m 3 Refer Anne*ure1, S5et#?'

    Per5!! R"%k!#8 H * a! a#d Latera& v!

    Due t" e%!t!#8 $"r%e Fy

    * 1000 +

    0.00

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