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( :;:,

8/17/2019 G3A- Barkan's Method

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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

8/17/2019 G3A- Barkan's Method

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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

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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7/38

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 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

f 

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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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 +

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