rcc mat foundation 4 pedestal

8/11/2019 RCC Mat Foundation 4 Pedestal

1/173

Page 1 of 173

Document Number ASB-BMS-EN-VSS-C-4886

Revision 2

Applicabilit ASAB !ro"ect

Document #pe Vali$ate$ Sprea$s%eet

Desi&n o' RCC Mat (oun$ation )it% 4 !e$estals

REV,S,N . A!!RVA/ 0,S#R1

2 6-Feb-10

1 15-Dec-09

0 12-Oct-09 Approved (Issued for Design)

Rev Date Description o' C%an&e ri&inator

Records of approval are retained in the BMS/Quality Depar

Approved (Se!r force reductionf!ctor in b!se s"!b

introduced#issued for design)

S$!%&!r!d'!r

Approved (&edest!" Design De"eted Soi" Sep!r!tion considered#Issued for design)

S$!%&!r!d'!r

S$!%&!r!d'!r


2/173

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Revision 2



CN#EN#S

* !R!SE

2 SC!E

3 DE(,N,#,NS AND ACRN1MS

*1 Definitions

*2 Acron$%s

4 RE(ERENCES

RES!NS,B,/,#1 5 A#0R,#1

6 DESCR,!#,N ( AC#,V,#,ES

RECRDS

8 A!!END,CES


3/173

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Revision 2



27+ SC!E

*7+ !R!SE

+is spre!dseet is intended for use on &ro,ect o - &1.# /& For ASA FFD &ro,ectfoudn!tion 4it . pedest!"s*


4/173

Page 4 of 173


Revision 2



3!t Found!tion A rect!ngu"!r footing b!se 4it . pedest!"s "oc!ted in grid (in p"!n)

47+ RE(ERENCES

7+ RES!NS,B,/,#1 5 A#0R,#1

A

+e Spre!d seet perfor%s si7ing !nd Design of 3!t Found!tion in !ccord!nce 4it S-1.*99*5*1601# :ivi"Structur!" Design !sis:*

37+ DE(,N,#,NS AND ACRN1MS

37* De'initions

372 Acronms

AS ASA/; /!rt


5/173

Page 5 of 173


Revision 2




6/173

Page 6 of 173


Revision 2



67+ DESCR,!#,N ( AC#,V,#,ES

7+ RECRDS

A

87+ A!!END,CES

A

+e Spre!d seet c!"cu"!tes te %!@i%u% soi" pressure be"o4 b!se s"!b# !nd perfor%s!se s"!b "ongitudin!" be!%s*

+e r!vit$ "o!ds !cting !t te top of te pedest!" !re furnised !s inputs*

+e structur!" Design of te found!tion is c!rried out in !ccord!nce 4it S-8110-199


7/173

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Revision 2




8/173

Page 8 of 173

to BS- 8**+

Indr!,it o4d!r$

Indr!,it o4d!r$

Indr!,it o4d!r$

Revie)er Approver

tment

So"o%on3!no!r!n

So"o%on3!no!r!n

So"o%on3!no!r!n


9/173

Page 9 of 173

3

3

3

3

3

4

4

4


10/173

Page 10 of 173

# for te Design of 3!t


11/173

Page 11 of 173

bove it*

8110 ADO Doc o -

d


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Page 12 of 173


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te !n!"$sis !nd design of te

*


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Page 14 of 173

262010


15/173

DESIGN OF MAT FOUNDATION Proje! No"#

$ AD%O DO%" NO"

$ &E'" $

$ PAGE

Procedure for using the spreadsheet

S!e( 1 $ INPUT DATA

$ Go !o )or*+,ee! -A.a/++-"

$ E.!er !,e fo//o.g .fora!o. . !,e e//o o/or e//+"

$ S!aa Moe/ Noe No+" for Pee+!a/ 123 4 re+(e!e/"

$ Geoe!ra/ Da!a Fg" 1" . !,e or*+,ee! :"

$ Ma!era/ Da!a a+ (er Proje! S(efa!o."

$ ;a+e S/a< a. ;ea &e.foree.! Da!a"

$ Geo!e,.a/ Da!a a+ (er !,e +!e .e+!ga!o. re(or!"

$ Go !o or*+,ee! -=oa %o< fa!or- e.!er !,e a/e+ for =oa %a+e No"FOS

$ E.!er !,e I.(! Da!a . !,e e//o o/or e//+"

G/oe+ .STAAD Moe/

%orre+(o..gA>e+ .

Fo.a!o.A.a/++

ZG

XG

1 2

3 4

Z

X

1 2

3 4


16/173


$ AD%O DO%" NO"

$ &E'" $

$ PAGE

S!e( 2 $ &ea STAAD INPUT

$ Go !o or*+,ee! -A.a/++-

Fo//o !,e+e +!e(+ !o rea .(! fro STAAD oe/"

$ O(e. !,e re/ea.! STAAD .(! f/e ?"+! f/e:"

$ %/* -&ea Pa!, F/e Nae-


17/173


$ AD%O DO%" NO"

$ &E'" $

$ PAGE

S!e( 9 $ De+g. for ;ea

$ Go !o or*+,ee! -;EAM DESIGN$A/o.g =f-"

$ ;ea + e+g.e for !+ a> fore+ ao.g a// !,e =oa %o fore+ ao.g a// !,e =oa %o


18/173


$ AD%O DO%" NO"

$ &E'" $

$ PAGE

O!(! P&INT$

Fo//o.g or*+,ee!+ .ee !o


19/173


$ AD%O DO%" NO"

$ &E'" $

$ PAGE


20/173

P14333

$

DATE # $

S;%. . !,e !a


21/173

P14333

$

DATE # $

r (ee+!a/ e+g.:

o


22/173

P14333

$

DATE # $

+"

+"

of !,e e+g. ,e*+"

/ar =oa o


23/173

P14333

$

DATE # $

e.!a!o."

.!er.a/ a//a!o.+"

o" FOS S;%. e!":

Bre"

re"

a!!e.!o. + reBre"


24/173

P14333

$

DATE # $


25/173

=oa a+e FOS FOS FOS FOS To!a/ No" of =oa %a+e+ 70

No" S;%I. Oer!r..g S/.g U(/f! ;oa.

301 1 1"5 1"5 1"1

302 1 1"5 1"5 1"1

303 1 1"5 1"5 1"1 FOS +,o/


26/173

353 1 1"5 1"5 1"1

354 1 1"5 1"5 1"1

355 1 1"5 1"5 1"1

356 1 1"5 1"5 1"1

357 1 1"5 1"5 1"1

358 1 1"5 1"5 1"1


27/173

(ra!e


28/173


29/173

DESIGN OF MAT FOUNDATION Proje! No"

ST&U%TU&E # $ TEST AD%O DO

$ &E'"

$

PAGE

MAT FOUNDATION WITH TIE BEAM

Footing Mark # $

Grae of o.re!e Fcu 40

Ce/ +!re.g!, of re.foree.! Fd 414

Da" of ;o!!o re.f of +/a< a/o.g =f 20

Da" of ;o!!o re.f of +/a< a/o.g ;f 20

Da" of To( re.f of +/a< a/o.g =f 20 Da" of To( re.f of +/a< a/o.g ;f 20

Da" of ;o!!o re.foree.! of ;ea 32

Da" of To( re.foree.! of ;ea 32

%/ear oer !o re.foree.! 50

Da" of +,ear =.*+ .


30/173



$ &E'"

$

PAGE

,(

S(

S(1

Figure # $ Foundation Detai%s

;(

Df

; M>

Z

MLtoLtot


34/173



$ &E'"

$

PAGE

Figure@ $ O>erturning check

Oer!r..g Moe.! M 105"6 *N$

&e+!or.g oe.! Mr Prgro++ $ ) 7 > 0"5

12478"9 *N$

Fa!or of +afe! a+

12478"87 105"59

##,# < #,- O; "afe Agai

Mr M

;f 2

Pgross

=f 2

;f 2

Pgross

Mrz

MLtoLtot

Mrx

MLtoLtot

=f 2

X

MLtoLtot


35/173



$ &E'"

$

PAGE

&HE&; FO' BA"E P'E""U'E

Se/f$eg,! a. !o!a/ +(er(o+e +o/ /oa #

W# Se/f$eg,! eg,! of +o/ !,o! re!o. f

&af! S/a< )! Pee+!a/ )! 7"00>7"00>0"80: 1"00>1"00>3"00> 4:R > 24"0

;ea )! a2>7"00$1"00>2:>1"00R 1"00$0"

So/ )! 7"00>7"00 $ 1"00>1"00> 4 :>3"50$0"80:R

$1"00$0"80:>2>7"00$1"00>2:>1"00:R1"00$0"

1228"8 96 2115

3439"8 *N

)1 P1 P2 P3 P4 $)1 Pgro++ M? 6 M>? 6

=f> ;f =f Q > ;f =f> ;f Q

*N2

gro++$. Pgro++ $ M? 6 $ M>? 6

=f> ;

f=

fQ > ;

f=

f> ;

fQ

*N2

gro++$a>2 *N2

gro++$a> *N2

a> .e! gro++$a> $ + ? Df:


36/173



$ &E'"

$

PAGE

13"97 * #44 kPa Hence*N2


37/173


38/173



$ &E'"

$

PAGE

2 A3 A4: ? B 2 A3 ? =1$;1:2

13"755 *N 1"22

A3 =

A4

3 B ? S( 3 * S( S(1

9"170 *N 0"6

4 ;1?B? 1$ 13 ? ;f $ S(1: S( : V2 : : 3 ;1 ? 23 : 7"811 *N 0"67

5 12 ? ;1V2 ? B

4"585 *N

6 12 ? B ? S( ? 1$ 13? *1V2::: *1 S(1 S(

12"104 *N 1"6666667

7 =1?B? 1$ 13 ? =f $ S( S(1 : V2 : :

14"427 *N 4;1 ? 23 :

8 12 ? ;1 V2 ? B 0"67

4"585 *N


39/173



$ &E'"

$

PAGE

Moe.!+ a! /ee/ of ;ea e.!er /.e De !o !,e E>!er.a/ =oa+ o. Pee+!a/+"

%o/. Noe No" Moe.! a+ Moe.! a+

M $ F> ? ,( Tf$D F ? ,( Tf$Der 2o2ent Due to Do!n!ard "oi% Pressure +d/

Do.ar UD= a!.g o. a.!/eer $ )=f B ? ;f 2 :

0 *N

Moe.! e !o Do.ar +o/ (re++re a!.g o. !,e a.!/eer Se!o. 2$2 Se!o. 7$ 7 : "

0"00 *N $

0"00 *N $

a1: Moe.! a! .oe 1 1: Moe.! a! .oe 2

6"47 0: $10"06 0:

6"47 *N$ $10"06


40/173



$ &E'"

$

PAGE

e: For Noe 1 2

4"63 *N$

f: For Noe 3 4

$0"79 *N$

0"79 *N$

a! +e!o. 4$4 $ M. e f:

4"98 *N$

%a//a!o. of S,ear Fore

2eff 0"852

S,ear a! Se!o. 1$1 SF11 1 ? 1$2eff=(2:V2=f$S(:2:V2:::A3?B ? =f$

8"47 *N

S,ear a! Se!o. 3$3 %r!a/ Se!o. for +,ear . %e.!er +(a. :

SF33 S( $ =( $ 2?2eff : ? 34: 2

2"51 *N

SF( Ma> SF11 SF33 : SF. )=f ? =f$S($ =(: 8"47 *N 0"00 *N

$ M. M22%

a1 " ogg.g oe.! . /e of e.!ra/ +(a. MT2

: Fra!o. of M22%S

2: o

$ 34:?S(:V28: M77%

2: $ f?M22%S

2: $ Ne!

$ 34:?S(:V28: M77%

2: $ f?M22%S

2: $ Ne!

Ma> ogg.g oe.! . e.!ra/ S(a. MT2

:

Ma> ogg.g oe.! MT: Ma> M

T1 M

T2:


41/173



$ &E'"

$

PAGE

&a%cu%ation Of Bending Mo2ent C "hear Force at critica% sections For Bea2 A%ong Bf

&anti%e>er 2o2ent Due to Up!ard "oi% Pressure +/ a// fore+ are .fa!ore :

Moe.! e !o U(ar +o/ (re++re a!.g o. !,e a.!/eer Se!o. 2$2 Se!o. 7$ 7 : "

5?3:8?4: $6"11 *N $

6"11 *N $

a: Moe.! a! .oe 1 : Moe.! a! .oe 2

20"68 $6"11: 15"02 $6"

14"57 *N$ 8"91

Sagg.g oe.! Sagg.g oe.! M22%S

$ a ogg.g oe.! a! Pee+!a/ MT1

:

M22%

$ );f ? ;f$S(1: 2 : 22 M77%

Ma> ogg.g oe.! A! Pee+!a/ MT1

:

$ M. M22%

$a1 " ogg.g oe.! . /e of e.!ra/ +(a. MT2

: Fra!o. of M22%S

2: o

$ 67:?S(1:V28: M77%

2:$ f? M22%S

2: $ Ne!

$ 67:?S(1:V28: M77%

2:$ f? M22%S

2: $ Ne!

Ma>" ogg.g oe.! . /e of e.!ra/ S(a. MT2

:

Ma> ogg.g oe.! MT: Ma> M

T1 M

T2:


42/173



$ &E'"

$

PAGE

%a//a!o. of S,ear Fore

3eff 0"852

S,ear a! Se!o. 1$1 %r!a/ Se!o. for +,ear . %a.!/eer (ar! :

SF11 %r!a/ Se!o. =e+ o!+e !,e Fo.a!o.

0"00 *N

S,ear a! Se!o. 3$3 %r!a/ Se!o. for +,ear . %e.!er +(a. :

SF33 S(1 $ ;( $ 2?3eff : ? 67: 2

30"46 *N

SF( Ma> SF11 SF33 : SF. );f ? ;f$S(1$ ;(

30"46 *N 0"00 *N

Sar

;ea SF( SF.

a/o.g *N$ *N$ *N *N

=f 4"98 51"93 8"47 0"00

;f 84"18 20"17 30"46 0"00

MT

M;


43/173

# P14333

" NO" $

$ DATE # $

"

No of =aer 2 Bea2 a%ong

No of =aer 2 5f

No of =aer 2 Bea2 a%ong

No of =aer 2 Bf

"

S(a.g 250

,

7"000

7"000

0"800

1"000

Fa!or + o.+ere o.+era!e/"

(At Top)

(At Bottom)

(At Top)

(At Bottom)


44/173

# P14333

" NO" $

$ DATE # $

1"000

3"000

3"500

3"000

5"000

1"000

1"000

,

1"000

1"000

,

+ :

+ :


45/173

# P14333

" NO" $

$ DATE # $

a,.e+-


46/173

# P14333

" NO" $

$ DATE # $

) * "p1 #2

.51)-(49.04)-(-0.79)}*5.00#2

3) * "p #2

-0.79)-(41.84)-(49.04))}*3.00#2


47/173

# P14333

" NO" $

$ DATE # $

4:

P4:

st Up%ift

nst "%iding

nst O>erturning


48/173

# P14333

" NO" $

$ DATE # $

nst O>erturning


49/173

# P14333

" NO" $

$ DATE # $

a!or :

0

80:>2>7"00$1"00>2:>1"00R>24"00

0:>2>7"00 $ 1"00>2 :>1"00:R: > 18"00>1"0

$0"00


50/173

# P14333

" NO" $

$ DATE # $

;


51/173

# P14333

" NO" $

$ DATE # $

o/ +e(era!o. a+e :

i(ution on Bea2 A%ong Bf

;1 ;f $ S(1 :2 1

;(

7

6

Pee+!a/

4

eff

M

6

5

3

4

8

;(

7

6

Pee+!a/

4

eff

M4

6

5

3

4

8

7


52/173

# P14333

" NO" $

$ DATE # $

" "

" "

1 : A4 ? ;1?23 :: A3A4:

$ ;1 : ? ;1 1

;1 V2 2 0"5

" "

" "

" "

" "


53/173

# P14333

" NO" $

$ DATE # $

1"27:

*N$

1"27:

*N$

For ;o!!o &e.foree.! :

*N$

*N$


54/173

# P14333

" NO" $

$ DATE # $

0"75 o.+era!e/:

For To( &e.foree.!:

(:2 $ 2eff =(2::=f$S($;f$S(1:2:

+ere f:

Pee+!a/ oe.! a! +(a.



55/173

# P14333

" NO" $

$ DATE # $

1:

*N$

*N$

For ;o!!o &e.foree.! :

*N$

*N$

0"75 o.+era!e/:

.foree.!:

Moe.! M> M77%S

Moe.! M> M22%S

Moe.! M> M77%

Moe.! M> M22%

+ere f:




56/173

# P14333

" NO" $

$ DATE # $

:2


57/173

Load case 370

P = 3565.39 kN Limiting Z' 7 Z

Mz = 105.59 kN-m Pmin = 0 kPa

Mx = 134.63 kN-m

Lf = 7 m S = 3 m

!f = 7 m S1 = 5 m

Zx = 57.1667 " = 49 7.00

Zz = 57.1667 X "1 7

#z = Mx$P = 0.03776m

#x = Mz$P = 0.02962m

%xx = Lf & !f3$12 = 200.0(3 Z = 0.00

%zz = !f & Lf3$12 = 200.0(3 "2

Mz & %xx = 0.( X'

Mx & %zz X = 0.00

3(.107 )#g*##+ = 0.665 *a) ,"++m# /* 1+t %t#*ati/n 7.00

0.665 *a) ,"++m# /* /t#* %t#*ati/n

x1 = ,Lf-S$2 = 2.000 m

z1 = ,!f-S1$2 = 1.000 m

= 0.906 *a)

z2 = = 1.569 m

)max = 9.(2( m

)im1 = 2.021 m

/f ##ti# a*#a f*/m X' 8 Z' "x#+

a+# :# = 1 )at = 0.000 m

X; = 3.500 m )im = 2.021 m

Z; = 3.500 m

#x' = X; - ,Lf$2 = 0.000 m

#z' = Z; - ,!f$2 = 0.000 m

m3 m2

m3

m4

m4

an =

=

=

X= )at $ +in Z = )at $ /+

90-x1 & an

!f & +in,90-


58/173

x5 = x3 - x4

"# = 49.000 x5 = -(.925 7

%x'= ###

%z'= ###

%xz'= 0.000

a = #z -#z' = 0.03( m "2 "1

=#x -#x' = 0.030 m 7

x3== 0.00

x4=

= (.93

& %x' - a&%xz'

a&%z'- & %xz' x3= 0.000

7.00

0.7(4 )im2 = 2.02

0.665 *a)

Pmin = P $ "# - P & , a - & , %xz'$ %z' & ,!f$2 < #z' La1 = 3.50

- P & , - a & , %xz'$ %x' & ,Lf$2 -x< #x' La2= 3.50

Pmin = 72.763 - 2.36 - 1.(5

Pmin = 6(.561kPa

Pmax = P $ "# < P & , a - & , %xz'$ %z' & ,!f$2 - #z'

Load case 370

Pmax = 76.97kPa

< P & , - a & , %xz'$ %x' & ,Lf$2 - #x' Pmin= 6(.561 kPa

)at > )im= 0.00 m N

?ift a*#a @ = 0.00@

Pmax = 72.763 < 2.355 < 1.(5 a+# :# = a+#1

Pmax = 76.965kPa

m2

m4

m4

m4

)at $ +

,!f$an

an @=

an @= z1&+in,90-


59/173

"# = 49.000 A+

X; = 3.500 m I> 800"33

Z; = 3.500 m I 800"33

%x'= 200.0(3 I> 600"25

%z'= 200.0(3

%xz'= 0.000

"# = (0.23( A+

X; = 0.979 m I> 1565"67

Z; = 3.954 m I 1215"07

%x'= 311.0(6 I> 112"34

%z'= ;;;

%xz'= ;;;

"# = 6(.215 A+

X; = 3.(29 m I> 896"86

Z; = 1.999 m I 1271"11

%x'= 624.3(1 I> 415"64

%z'= 271.179%xz'= ;;;

m2

m4

m4

m4 m4

m4

m4

m2

m4

m4

m4 m4

m4

m4

m2

m4

m4

m4 m4

m4

m4


60/173

1 2 3

X; = 3.50 0.9( 3.(3

Z; = 3.50 3.95 2.00

"1 "# = 49.00 (0.24 6(.22

7 %x'= 200.0( 311.09 624.3(

z3= %z'= 200.0( 113(.14 271.1(

= 0.00 m %xz'= 0.00 -19(.32 -106.34

z5= z4= )im = 2.02 2.02 2.02-5.49 = 5.49 m "2 = 0.00 -31.24 -19.22

La1 = 3.50 3.50 3.50

2.02 m La2 = 3.50 3.50 3.50

)at $/+

,Lf&an)

&/+ + >1 ?+. =


61/173

DESIGN OF MAT FOUNDATIONProje! No"# P14333

ST&U%TU&E # $ TEST AD%O DO%" NO" $

$ &E'"$ $

$ PAGE

DATE$DATE$

Design of the Pedesta% 7

Pee+!a/ De.+o.+ # 1000

=e.g!, of Pee+!a/ %= =( 1

;rea!, of Pee+!a/ %; ;( 1

eg,! of Pee+!a/ /o 2"80 1000

De+g. Parae!er+#

%/ear %oer !o &e.f" -4 @ 74

40

Ce/ S!re.g!, of re.f" F 414 Pee+!a/ %ro++ Se!o.

24 re.foree.!+ are .a!e o./:

Co.g@+ Mo/+ of S!ee/ E+ @4-444

74

Ma. ;ar a 1@ No" of ;ar o. ea, %= Fae #4

To!a/ N


62/173



$ &E'"$ $

$ PAGE

DATE$DATE$

13"33 (40 # 3)

186"3 (0.45*414)

4 (0.1*40)

#- &eoe.e . &e.o/@+ a.a/ Te.+o. + o.e a++.g !,e +e!o. " %o(re++e S!re++ . %o.re!e f GN3A GN3A GN3A

#

GN3A

S,ear a(a! ,e* U+.g Fa!ore =oa+: # =%.. 3.12.7.1 3.8.4.6 " 8110

8042"48 'er!a/ +!ee/ o. fae %=:

A//o" %o(re++e +!re++ . %o. fa//

N2

A//oa+ >1

NOTE #

>1+ o

Te.+/e S!re++ . S!ee/ f+!

N2

N2

For F Area of S!ee/ A+1

AS;

2


63/173



$ &E'"$ $

$ PAGE

DATE$DATE$

7238"23 'er!a/ +!ee/ o. fae %;:

%,e* for S,ear . K$Dre!o.

100?A+(;?40)#25)),(1#3)

0"851 (0.79*((0.78,(1#3))*(1)*1.17) -T&'% 3.8? ":8110

To!a/ Area of %o.re!e A 1000000 (1*1000*1*1000)

Mofe De+g. S,ear S!re++ #

-. 3.4.5.12? " 8110

NA

5"000

NA #

GN3A

GN3A

S!rr(+ ((100*8042.48#(1*1000*(1*1000-74)))?3)

Ma> 400:V0"25 1: 1 (M@((400#(1*1000-74)),0.25?1)

M.f40:25:V0"333 1"170 (((M>(;?40)#25)),(1#3)

0"882 (0.79*((0.87,(1#3))*(1)*1.17) -T&'% 3.8? ":8110

To!a/ Area of %o.re!e A 1000000 (1*1000*1*1000)

Mofe De+g. S,ear S!re++ #

-. 3.4.5.12? " 8110

NA

5"000

NA #

GN3A

GN3A

S!rr(+ Area of S!ee/ A+2

AS

2

De+g. A//o" S,ear S!re++> N2

2

>@ MIN > 0"6?P?F>?,A?M:: >? S&T1PA?>:::

>

@ N2

Ma>" a//oe 0"8f

or 5 MPa N2

S,ear S!re++ ee/o(e> N2

2

Ma> S(a.g of +!rr( ;eaa!o.: S S(a.g of +!rr( %o/.a!o.: So/

S(a.g S1

De+g. A//o" S,ear S!re++

N2

2

@ MIN

0"6?P?F?::

? S&T1P

A

?

:::

@ N2

Ma>" a//oe 0"8f

or 5 MPa N2

S,ear S!re++ ee/o(e N2


64/173



$ &E'"$ $

$ PAGE

DATE$DATE$

N Se of Aggrega!e @-

A//oa S(a.g of +!rr( ;eaa!o.: S S(a.g of +!rr( %o/.a!o.: So/

S(a.g S2


65/173

DESIGN OF MAT FOUNDATION Proje! No"# P14333


$ &E'" $

$ PAGE

"u22ar For Design of Pedesta%

De+g. of Pee+!a/

Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.

S!rr(

P *N:

137$101 4500 27344 66"36 155"86 2732"55 $ 207 $ 4 $ 13"33 2= 8Da X3

137$102 4500 27344 647"91 756"79 3885"443 $ 207 $ 4 $ 13"33 2= 8Da X3

137$103 4500 27344 66"36 607"6 3570"672 $ 207 $ 4 $ 13"33 2= 8Da X3

137$104 4500 27344 647"9 260"65 2946"985 $ 207 $ 4 $ 13"33 2= 8Da X3

137$109 4500 27344 $10"17 524"87 $ 45"57 207 $ 4 1"34 13"33 2= 8Da X3

137$110 4500 27344 571"38 318"76 2918"908 $ 207 $ 4 $ 13"33 2= 8Da X3137$111 4500 27344 $10"17 910"56 $ 78"75 207 $ 4 2"32 13"33 2= 8Da X3

137$112 4500 27344 571"38 310"57 2918"908 $ 207 $ 4 $ 13"33 2= 8Da X3

137$117 4500 27344 142"89 472"52 3612"27 $ 207 $ 4 $ 13"33 2= 8Da X3

137$118 4500 27344 724"44 1059"76 3926"607 $ 207 $ 4 $ 13"33 2= 8Da X3

137$119 4500 27344 142"88 213"96 2760"894 $ 207 $ 4 $ 13"33 2= 8Da X3

137$120 4500 27344 724"43 674"07 3926"601 $ 207 $ 4 $ 13"33 2= 8Da X3

137$125 4500 27344 $220"71 404"37 $ 53"73 207 $ 4 1"33 13"33 2= 8Da X3

137$126 4500 27344 360"84 596"44 3730"465 $ 207 $ 4 $ 13"33 2= 8Da X3

137$127 4500 27344 $220"72 635"59 $ 79"52 207 $ 4 2"16 13"33 2= 8Da X3

137$128 4500 27344 360"83 266"2 3730"459 $ 207 $ 4 $ 13"33 2= 8Da X3

137$133 4500 27344 353"43 165"66 2838"695 $ 207 $ 4 $ 13"33 2= 8Da X3

137$134 4500 27344 934"98 740"38 3051"888 $ 207 $ 4 $ 13"33 2= 8Da X3

137$135 4500 27344 353"43 566"1 3726"453 $ 207 $ 4 $ 13"33 2= 8Da X3

137$136 4500 27344 934"98 469"48 3051"888 $ 207 $ 4 $ 13"33 2= 8Da X3

137$141 4500 27344 60"1 199"6 2730"23 $ 207 $ 4 $ 13"33 2= 8Da X3137$142 4500 27344 641"64 694"51 3882"067 $ 207 $ 4 $ 13"33 2= 8Da X3

137$143 4500 27344 60"09 669"87 3567"262 $ 207 $ 4 $ 13"33 2= 8Da X3

137$144 4500 27344 641"64 216"91 2944"69 $ 207 $ 4 $ 13"33 2= 8Da X3

137$149 4500 27344 72"62 168"59 2734"87 $ 207 $ 4 $ 13"33 2= 8Da X3

137$150 4500 27344 654"17 819"07 3888"812 $ 207 $ 4 $ 13"33 2= 8Da X3

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


66/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!rr(

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


67/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!rr(

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


68/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!rr(

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


69/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!rr(

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


70/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!rr(

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


71/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!rr(

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


72/173



$ &E'" $

$ PAGE


De+g. of Pee+!a/


S!r

P *N:

U/! Mo%a(a!M*N$:

M."&e.f2:

ProeA+( 2:

M*N$:

Te.+/eS!re++ .

+!ee/N2:

A//oa


73/173


ST&U%TU&E # $ TEST AD%O DO%" NO"

$ &E'" $

$ PAGE

SUMMA&C OF ANA=CSIS FO& ;ASE S=A; ;EAMS C CES N NO I.f I.f.!

=oa a+e Fa!or+ Of Safe!

%,e* for Oer!r..g PASS FAI=:

A+ A+ SF( SF

*N$ *N$ *N *N

301 I.f 151"8 69"5 241"9 0 13"81 PA"" 12"95 45"70 8"33 0"00

302 I.f 151"8 69"5 241"9 0 13"81 PA"" 0"00 61"51 8"33 0"00

303 I.f 151"8 69"5 118"2 0 14"75 PA"" 18"23 44"78 9"19 0"00

304 I.f 151"8 69"5 118"2 0 14"75 PA"" 2"09 55"43 9"19 0"00

305 I.f 151"8 92"7 241"9 0 13"02 PA"" 11"57 37"77 7"60 0"00

306 I.f 151"8 92"7 242"0 0 13"02 PA"" 0"00 53"58 7"60 0"00307 1356"7 151"8 92"7 118"2 0 13"97 PA"" 20"80 41"27 8"47 0"00

308 4491"4 151"8 92"7 118"2 0 13"97 PA"" 4"98 51"93 8"47 0"00

309 67"6 15"3 10"1 462"5 0 31"78 PA"" 12"81 125"77 24"93 0"00

310 81"1 15"3 10"5 461"3 0 30"99 PA"" 12"19 121"46 24"20 0"00

311 67"6 15"3 10"1 462"5 0 31"78 PA"" 12"81 125"77 24"93 0"00

312 81"1 15"3 10"5 461"3 0 30"99 PA"" 12"19 121"45 24"20 0"00

313 14"1 13"6 553"6 8"9 0 34"83 PA"" 8"56 308"97 27"75 0"00

314 13"3 13"6 555"6 8"5 0 35"77 PA"" 173"65 146"82 28"62 0"00

315 14"1 13"6 553"9 8"9 0 34"83 PA"" 8"56 308"96 27"75 0"00

316 13"3 13"6 555"6 8"5 0 35"77 PA"" 173"66 146"82 28"62 0"00

age So/Se(ara!o.;e/o Foo!.g

Ma>" Ne!;ear.gPre++re

Oera//A.a/++ %,e*

A.a/++ &e+/!+ for ;ea A/o.g =f U.fa!o

%,e* forU(/f!

%,e* forS/.g

a> .e! MT M;


74/173



$ &E'" $

$ PAGE


317 67"6 15"3 10"1 462"5 0 31"78 PA"" 12"81 125"77 24"93 0"00

318 81"1 15"3 10"5 461"3 0 30"99 PA"" 12"19 121"46 24"20 0"00

319 67"6 15"3 10"1 462"5 0 31"78 PA"" 12"81 125"77 24"93 0"00

320 81"1 15"3 10"5 461"3 0 30"99 PA"" 12"19 121"45 24"20 0"00

321 14"1 13"6 553"6 8"9 0 34"83 PA"" 8"56 308"97 27"75 0"00

322 13"3 13"6 555"6 8"5 0 35"77 PA"" 173"65 146"82 28"62 0"00

323 14"1 13"6 553"9 8"9 0 34"83 PA"" 8"56 308"96 27"75 0"00

324 13"3 13"6 555"6 8"5 0 35"77 PA"" 173"66 146"82 28"62 0"00

325 I.f 315"3 137"8 512"4 0 11"51 PA"" 3"23 30"49 6"20 0"00

326 I.f 315"5 250"2 510"9 0 10"80 PA"" 2"81 27"00 5"54 0"00

327 I.f 315"6 137"9 512"2 0 11"51 PA"" 3"23 30"49 6"20 0"00

328 I.f 315"4 249"9 510"7 0 10"80 PA"" 2"81 27"00 5"54 0"00

329 I.f 315"3 612"9 272"0 0 10"66 PA"" 0"72 34"03 5"41 0"00

330 I.f 315"6 615"0 131"9 0 11"51 PA"" 7"74 30"20 6"20 0"00331 I.f 315"5 613"2 272"4 0 10"66 PA"" 0"72 34"03 5"41 0"00

332 I.f 315"3 615"0 131"8 0 11"51 PA"" 7"76 30"20 6"20 0"00

333 I.f 316"4 134"9 462"7 0 11"85 PA"" 3"42 32"03 6"51 0"00

334 I.f 316"7 263"0 461"3 0 11"07 PA"" 2"97 28"22 5"79 0"00

335 I.f 316"6 135"0 462"7 0 11"85 PA"" 3"42 32"03 6"51 0"00

336 I.f 316"4 262"6 461"5 0 11"07 PA"" 2"97 28"22 5"79 0"00

337 I.f 316"4 553"9 290"1 0 10"91 PA"" 0"77 35"17 5"65 0"00

338 I.f 316"7 555"6 128"7 0 11"85 PA"" 7"81 31"73 6"51 0"00

339 I.f 316"7 553"9 290"6 0 10"91 PA"" 0"77 35"16 5"65 0"00

340 I.f 316"4 555"9 128"6 0 11"85 PA"" 7"82 31"73 6"51 0"00

341 I.f 1433516"8 334"7 278"6 0 11"58 PA"" 3"41 30"80 6"27 0"00


75/173



$ &E'" $

$ PAGE


342 I.f 1433516"8 334"7 278"6 0 11"58 PA"" 3"41 30"80 6"27 0"00

343 254"2 47"0 334"7 33"7 0 17"30 PA"" 2"97 106"92 11"55 0"00

344 84"9 47"0 334"7 27"2 0 18"87 PA"" 50"10 65"07 13"00 0"00

345 254"2 47"0 334"7 33"7 0 17"30 PA"" 2"97 106"92 11"55 0"00

346 84"9 47"0 334"7 27"2 0 18"87 PA"" 50"10 65"07 13"00 0"00

347 I.f 53"0 32"3 278"6 0 17"72 PA"" 6"30 59"67 11"94 0"00

348 I.f 53"0 40"1 278"6 0 16"40 PA"" 5"24 52"48 10"72 0"00

349 I.f 53"0 32"3 278"6 0 17"72 PA"" 6"30 59"67 11"94 0"00

350 I.f 53"0 40"1 278"6 0 16"40 PA"" 5"24 52"48 10"72 0"00

351 I.f 52"4 34"9 2065"1 0 15"69 PA"" 5"13 50"09 10"06 0"00

352 I.f 52"4 35"9 2065"1 0 15"52 PA"" 5"00 49"16 9"91 0"00


76/173

P14333

$

DATE # $

SF( SF.

*N$ *N$ *N *N

78"76 22"60 29"93 0"00

82"77 18"59 29"93 0"00

87"01 21"88 33"05 0"00

91"02 17"87 33"05 0"00

71"83 22"22 27"30 0"00

75"84 18"21 27"30 0"0080"18 24"18 30"46 0"00

84"18 20"17 30"46 0"00

238"48 168"58 89"62 0"00

232"08 169"14 86"99 0"00

238"48 168"58 89"62 0"00

232"08 169"15 86"99 0"00

265"62 20"02 99"75 0"00

273"79 21"52 102"87 0"00

265"62 20"02 99"75 0"00

273"79 21"52 102"87 0"00

A.a/++ &e+/!+ for ;ea A/o.g ;f U.fa!ore:

MT

M;


77/173

P14333

$

DATE # $

238"48 168"58 89"62 0"00

232"08 169"14 86"99 0"00

238"48 168"58 89"62 0"00

232"08 169"15 86"99 0"00

265"62 20"02 99"75 0"00

273"79 21"52 102"87 0"00

265"62 20"02 99"75 0"00

273"79 21"52 102"87 0"00

60"39 11"21 22"29 0"00

54"15 11"21 19"93 0"00

60"39 11"20 22"29 0"00

54"15 11"21 19"93 0"00

52"92 3"91 19"46 0"00

60"39 4"47 22"29 0"0052"92 3"91 19"46 0"00

60"39 4"47 22"29 0"00

63"54 11"35 23"42 0"00

56"68 11"33 20"83 0"00

63"54 11"34 23"42 0"00

56"68 11"33 20"83 0"00

55"28 4"07 20"29 0"00

63"54 4"70 23"42 0"00

55"28 4"07 20"29 0"00

63"53 4"70 23"42 0"00

61"10 4"65 22"52 0"00


78/173

P14333

$

DATE # $

61"10 4"65 22"52 0"00

111"41 8"33 41"52 0"00

125"18 9"93 46"73 0"00

111"41 8"33 41"52 0"00

125"18 9"93 46"73 0"00

115"01 51"56 42"91 0"00

103"56 52"02 38"53 0"00

115"01 51"56 42"91 0"00

103"56 52"02 38"53 0"00

97"27 49"81 36"17 0"00

95"93 49"92 35"61 0"00


79/173



$ &E'" $

$ PAGE

Design of Pane%s in Base "%a(

A.a/++ for S/a< (a.e/+ + o.e +.g Moo@+ %,ar! %oeffe.!+

For Fo//o.g 4 a+e+"

Ne! U(ar So/ Pre++re for e+g. B: 9"17 =oa a+e $

Ne! Do.ar So/ Pre++re for e+g. B: 0"00 O./ f +o/ +e(era!

for Pa.e/ 1

a 1

< 0"5

a< 2"000

for Pa.e/ 4

a 2

< 1"5 a< 1"333

for Pa.e/ 3

a 0"5

< 1"5

a< 0"333

*N2

*N2

P!"# 1

P!"# 1

P!"# $ P!"# $

P!"# % P!"# %

P!"# % P!"# %

P!"# 2

L

K


80/173



$ &E'" $

$ PAGE

for Pa.e/ 2

a 2

< 4

a< 0"500

a


81/173



$ &E'" $

$ PAGE

0"330 0"049

0"

500

0"

055

0"

054

0"

330

0"083 0"500

Moo@+ %,ar! ;e..g oe.! %oeffe.! for Pa.e/ ege oe.! ;0"101

0"

001

0"

024

0"042 0"024

0"

015

0"

101

P!"# 1

P!"# 1

P!"# $

P!"# %

P!"# % P!"# %

P!"# 2

P!"# 1

P!"# $

P!"# %

P!"# % P!"# %

P!"# 2


82/173



$ &E'" $

$ PAGE

Moo@+ %,ar! ;e..g oe.! %oeffe.! for (a.e/ S(a. Moe.! T

1"627 0"638

1"

012

0"

363

0"

464

1"

627

0"514 1"012

Moo@+ %,ar! %oeffe.! for S,ear Fore a! !,e (a.e/ ege+

P!"# 1

P!"# 1

P!"# $

P!"# %

P!"# % P!"# %

P!"# 2


83/173



$ &E'" $

$ PAGE

0"757 1"019

1"

146

1"

129

1"

973

6"

817

3"044 10"316

;e..g Moe.! a! (a.e/ ege+ *N$ U.fa!ore :

0"23 0"

0

0"

06

1"56

0

"53

2

"08

;e..g Moe.! . S(a. *N$ U.fa!ore :

P!"# 1

P!"# 1

P!"# $

P!"# %

P!"# % P!"# %

P!"# 2

P!"# 1

P!"# 1

P!"# $

P!"# %

P!"# %P!"# %

P!"# 2

For UpwardSoil Pressure(q)


84/173



$ &E'" $

$ PAGE

7"46 8"77

4"

64

5"

00

8"

51

22"

38

9"43 13"92

S,ear Fore a! Pa.e/ ege+ *N U.fa!ore :

!"

P!"# 1

P!"# $

P!"# %

P!"# %P!"# %

P!"# 2


85/173



$ &E'" $

$ PAGE

0"000 0"000

0"

000

0"

000

0"

000

0"000

;e..g Moe.! a! (a.e/ ege+ *N$ U.fa!ore :

0"00 0"

0

0"

00

0"

00

;e..g Moe.! . S(a. *N$ U.fa!ore :

P!"# 1

P!"# 1

P!"# $

P!"# %

P!"# % P!"# %

P!"# 2

P!"# 1

P!"# 1

P!"# $

P!"# %

P!"# %P!"# %

P!"# 2

For DownwardSoil Pressure(qd)


86/173



$ &E'" $

$ PAGE

0"00 0"00

0"

00

0"

00

0"

00

0"00

S,ear Fore a! Pa.e/ ege+ *N U.fa!ore :

!"

P!"# 1

P!"# $

P!"# %

P!"# %P!"# %

P!"# 2


87/173

P14333

$

DATE # $

370 U.fa!ore :

o. a+e : U.fa!ore :

a


88/173


89/173

P14333

$

DATE # $

!!o Te.+o.:

0"006

;e..g Moe.!a+

;e..g Moe.!a+

P!"# $

P!"# %

Z

X

P!"# $

P!"# %


90/173

P14333

$

DATE # $

( Te.+o.:

S,ear Fore for

ege+ (ara//e/ !o La>+

S,ear Fore forege+ (ara//e/ !o Ka>+

P!"# $

P!"# %


91/173

P14333

$

DATE # $

;o!!o Te.+o. :

0"13

0"50

To( Te.+o. :

;e..g Moe.!a+

;e..g Moe.!a+

Z

X

P!"# $

P!"# %

P!"# $

P!"# %


92/173


93/173

P14333

$

DATE # $

To(Te.+o. :

0"00

0"00

;o!!o Te.+o. :

;e..g Moe.!a+

;e..g Moe.!a+

Z

X

P!"# $

P!"# %

P!"# $

P!"# %


94/173

P14333

$

DATE # $

S,ear Fore forege+ (ara//e/ !o La>+

S,ear Fore forege+ (ara//e/ !o Ka>+

P!"# $

P!"# %


95/173

DESIGN OF MAT FOUNDATION Proje! N

ST&U%TU&E # $ TEST AD%O D

$ &E'"

$ PAGE

Base "%a( Design 7

U.fa!ore fore+

Moe.! a+ Moe.! a+ ?S,ear o. ege+ for B: ?S,ear o.

;o!!o To( ;o!!o To( Para//e/ !o K Para//e/ !o L // !o K

Pa.e/ 1 1"15 0"06 0"76 0"23 3"02 Err#502 0"00

Pa.e/ 2 1"97 0"53 3"04 1"56 5"53 9"21 0"00

Pa.e/ 3 1"13 0"01 1"02 0"13 4"20 'A=UEY 0"00

Pa.e/ 4 6"82 2"08 10"32 0"50 14"54 12"90 0"00

Fa!ore fore+ For B :

Moe.! a+ Moe.! a+ ? S,ear o. ege+ ? S,ear a!

;o!!o To( ;o!!o To( Para//e/ !o K Para//e/ !o L // !o K

M>J< M>J! MJ< MJ! '> ' '>

Pa.e/ 1 1"719 0"084 1"136 0"347 4"525 Err#502 $1"99

Pa.e/ 2 2"960 0"798 4"567 2"333 8"293 13"820 5"31

Pa.e/ 3 1"693 0"018 1"529 0"192 6"297 'A=UEY $2"77

Pa.e/ 4 10"225 3"120 15"474 0"752 21"816 19"343 13"96

? ./e+

Design for 'einforce2ent of Base "%a(

Effe!e De(!, of +/a< : 800 $ 50 $20 $ 10

720

'einforce2ent of Base "%a( a%ong J $ A9is

&efer +ar of 0"95 ? 0"95 ? 720

684"00

e.e e M. a>: M. 0"95?:

684"00

M>J< 0"95 ? f ? e:

2"96 ? 10V6 0"95 ? 414 ? 684 :

? 0"5 0"25 $ * 0"9 :

A+!


96/173



$ &E'"

$ PAGE

11"0

M. &e.foree.! 0"13 A+!.: 0"13 ? 1000 ? 0"8 ? 1000 100

1040

&e.foree.! reB A+!L A+!. A+! Fa!ore ;M A+ a! +(a. M>J! 0"084 *N"

H M>J! f ? < ? Q " "%/"3"4"

0"084 ? 10V6 40 ? 1000 ? 720 :V2:

0"0000 Z 0"156 e.e S.g/ re

720 ? 0"5 0"25 $ 0 0"9 : :

720"00

a> 0"95 ? 0"95 ? 720

684"00

e.e e M. a>: M. 0"95?:

684"00

M>J! 0"95 ? f ? e:

0"08 ? 10V6 0"95 ? 414 ? 684 :

0"3

M. &e.foree.! 0"13 A+!.: 0"13 ? 1000 ? 0"8 ? 1000 100

1040

&e.foree.! reB a/o.g L r A+!L!1: Ma> A+!. A+!!r1:

1040"0

&eB"S(a.g of 20 a


97/173



$ &E'"

$ PAGE

Ma> Fa!ore ;M A+ a! +(a. M>J! 0"798 *N"

H M>J! f ? < ? Q " "%/"3"4"

0"798 ? 10V6 40 ? 1000 ? 720 :V2:

0"0000 Z 0"156 e.e S.g/ re

720 ? 0"5 0"25 $ 0 0"9 : :

719"97

a> 0"95 ? 0"95 ? 720

684"00

e.e e M. a>: M. 0"95?: 684"00

M>J! 0"95 ? f ? e:

0"8 ? 10V6 0"95 ? 414 ? 684 :

3"0

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100/173



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101/173



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105/173



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106/173



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DESIGN OF MAT FOUNDATION Proje! No


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DESIGN OF MAT FOUNDATION

$

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Moo@+ %oeffe.!+

a< M>J< M>J! MJ< MJ! '> '

Pa.e/ %a+e a< Moe.! a+ Moe.! a+ S,ear o. ege+

T(e T(e a! ege+ a! +(a. a! ege+ a! +(a. Para//e/ !o K Para//e/ !o L

M>J< M>J! MJ< MJ! '> ' M>J 0.5 -0.0496 0.0591 0.2350 0.4260 0.492( 0.5111 0.5142 > 0.5 -0.0496 -0.0631

0.500 -0.0496 0.0591 0.2350 0.4260 0.492( 0.5111 0.5142 0.500 -0.0496 -0.0631

0.625 -0.0454 0.0150 0.1635 0.3697 0.4660 0.5045 0.5143 0.625 -0.0454 -0.0527

0.750 -0.0412 -0.0109 0.1133 0.3179 0.4311 0.4(45 0.4999 0.750 -0.0412 -0.0457

0.(75 -0.0377 -0.0250 0.079( 0.2736 0.392( 0.4542 0.4730 0.(75 -0.0377 -0.0391

1.000 -0.0351 -0.0316 0.05(5 0.2373 0.3551 0.41(9 0.43(9 1.000 -0.0351 -0.0316

0.0 0.05 0.1 0.2 0.3 0.4 0.5 0.0 0.1

0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.0000 0.0000

0.500 -0.0496 0.0591 0.2350 0.4260 0.492( 0.5111 0.5142 0.500 -0.0496 -0.0631

0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.0000 0.0000

0.0 0.05 0.1 0.2 0.3 0.4 0.5 0.0 0.1

M"X 7 = 0.514 ( = 0.496 M"X 5 = 0.464

FA : $ = 0.5 0.30 0.493 FA x $ a = 0.5: = 1.2( 0.320 0.496 x = 0.2(

: $ = 0.320 0.40 0.511 x $ a = 0.140

A 3 = , , 7 < 2 ( $ 3 = 0.977 A 4 = ,, 5 < 2 6 $ 3

7 5

A3 = 0.977

A4 = 0.495

: $ x $ a a$ a$

: $ x $ a a$


142/173

Pan# - 2 a = 2.000

2 = 4.000

S > S1 a$ = 0.500

Dz = Ax /f m//):'+ a*,SEB"A FN BCB "LFN ' Z ' Dx = A: /f m//):'+

0 0.05 0.1 0.2 0.3 0.4 0.5 0 0.05

> 0.5 -0.0496 0.0591 0.2350 0.4260 0.492( 0.5111 0.5142 > 0.5 -0.0496 -0.0631

0.500 -0.0496 0.0591 0.2350 0.4260 0.492( 0.5111 0.5142 0.500 -0.0496 -0.0631

0.625 -0.0454 0.0150 0.1635 0.3697 0.4660 0.5045 0.5143 0.625 -0.0454 -0.0527

0.750 -0.0412 -0.0109 0.1133 0.3179 0.4311 0.4(45 0.4999 0.750 -0.0412 -0.0457

0.(75 -0.0377 -0.0250 0.079( 0.2736 0.392( 0.4542 0.4730 0.(75 -0.0377 -0.0391

1.000 -0.0351 -0.0316 0.05(5 0.2373 0.3551 0.41(9 0.43(9 1.000 -0.0351 -0.0316

0.0 0.05 0.1 0.2 0.3 0.4 0.5 0.0 0.1

0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.0000 0.0000

0.500 -0.0496 0.0591 0.2350 0.4260 0.492( 0.5111 0.5142 0.500 -0.0496 -0.0631

0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.0000 0.0000

0.0 0.05 0.1 0.2 0.3 0.4 0.5 0.0 0.1

M"X 9 = 0.514 10 = 0.496 M"X 11 = 0.464

FA : $ = 0.5 0.30 0.493 FA x $ a = 0.5: = 1.2( 0.320 0.496 x = 0.2(

: $ = 0.320 0.40 0.511 x $ a = 0.14

A 4 '= , , 9 < 2 10 $ 3 = 0.977 A 3 ' = ,, 11 < 2 12 $ 3

9 11

A4 ' = 0.977

A3 ' = 0.495

: $ x $ a a$ a$

: $ x $ a a$


143/173

Pan# - 2

2 A3 = 0.495

A4 = 0.977


144/173

Pan# - 3 a = 0.500

1 = 1.500

a$ = 0.333

, !f - S1 - ! $ 2 G= ,, Lf - S - L $ 2

Dx = A: /f m//):'+ a*,SEB"A FN BCB "LFN ' X ' Dz = Ax /f m//):'+

0 0.2 0.4 0.6 0.( 1.0 0 0.2

0.250 -0.0(66 -0.005( 0.099( 0.2009 0.3764 0.5716 0.250 -0.0(66 0.1(32

0.375 -0.0155 -0.00(0 0.1135 0.2213 0.4296 0.6709 0.375 -0.0155 0.17620.500 -0.0401 0.0011 0.1576 0.3024 0.5696 0.(739 0.500 -0.0401 0.1422

0.625 -0.0550 0.0172 0.20(6 0.3799 0.6(12 1.0014 0.625 -0.0550 0.10(2

0.750 -0.069( 0.0333 0.2595 0.4574 0.792( 1.12(( 0.750 -0.069( 0.0741

0.(75 -0.0793 0.0441 0.3147 0.5261 0.(632 1.155( 0.(75 -0.0793 0.0645

1.000 -0.0((7 0.054( 0.3699 0.594( 0.9335 1.1(2( 1.000 -0.0((7 0.054(

0.0 0.2 0.4 0.6 0.( 1.0 0.0 0.2

0.250 -0.0(66 -0.005( 0.099( 0.2009 0.3764 0.5716 0.250 -0.0(66 0.1(32

0.333 -0.0392 -0.0073 0.10(9 0.2145 0.4119 0.637( 0.333 -0.0392 0.17(5

0.375 -0.0155 -0.00(0 0.1135 0.2213 0.4296 0.6709 0.375 -0.0155 0.1762

0.0 0.2 0.4 0.6 0.( 1.0 0.0 0.2

M"X 15 = 0.63( 16 = B**H502 M"X 13 = 0.363FA x $ a = 1.0 B**H502 B**H502 FA : $ = 0.(

x = -0.22 -0.440 B**H502 : = 0.4(

x $ a = -0.440 B**H502 B**H502 : $ = 0.32

A 5 = , , 15 < 16 $ 2 = B**H502 A 6 = ,, 13 < 14 $ 2

15 13

A 6 =

A 5 = B**H502 13

A 6 = 0.(40

x $ a : $ a$ a$

x $ a : $ a$ a$

,, 13 < 14 <


145/173


146/173

Pan# - 3 a = 0.500

2 = 1.500

a$ = 0.333

, !f - S1 - ! $ 2 > ,, Lf - S - L $ 2

Dz = A: /f m//):'+ a*,SEB"A FN BCB "LFN ' Z ' Dx = Ax /f m//):'+

0 0.2 0.4 0.6 0.( 1.0 0 0.2

0.250 -0.0(66 -0.005( 0.099( 0.2009 0.3764 0.5716 0.250 -0.0(66 0.1(32

0.375 -0.0155 -0.00(0 0.1135 0.2213 0.4296 0.6709 0.375 -0.0155 0.17620.500 -0.0401 0.0011 0.1576 0.3024 0.5696 0.(739 0.500 -0.0401 0.1422

0.625 -0.0550 0.0172 0.20(6 0.3799 0.6(12 1.0014 0.625 -0.0550 0.10(2

0.750 -0.069( 0.0333 0.2595 0.4574 0.792( 1.12(( 0.750 -0.069( 0.0741

0.(75 -0.0793 0.0441 0.3147 0.5261 0.(632 1.155( 0.(75 -0.0793 0.0645

1.000 -0.0((7 0.054( 0.3699 0.594( 0.9335 1.1(2( 1.000 -0.0((7 0.054(

0.0 0.2 0.4 0.6 0.( 1.0 0.0 0.2

0.250 -0.0(66 -0.005( 0.099( 0.2009 0.3764 0.5716 0.250 -0.0(66 0.1(32

0.333 -0.0392 -0.0073 0.10(9 0.2145 0.4119 0.637( 0.333 -0.0392 0.17(5

0.375 -0.0155 -0.00(0 0.1135 0.2213 0.4296 0.6709 0.375 -0.0155 0.1762

0.0 0.2 0.4 0.6 0.( 1.0 0.0 0.2

M"X 17 = 0.63( 1( = B**H502 M"X 19 = 0.363FA x $ a = 1.0 B**H502 B**H502 FA : $ = 0.(

x = -0.22 -0.440 B**H502 : = 0.4(

x $ a = -0.440 B**H502 B**H502 : $ = 0.320

A 6' = , , 17 < 1( $ 2 = B**H502 A 5' = ,, 19 < 20 $ 2

17 19

A 5' =

A 6' = B**H502 19

A 5' = 0.(40

x $ a : $ a$ a$

x $ a : $ a$ a$

,, 19 < 20 <


147/173

Pan# - 3

2 A 5 = 0.(40

A 6 = B**H502


148/173

Pan# - 4 a = 2.000

= 1.500

a$ = 1.333

Dz = A: /f m//):'+ a*,SEB"A FN BCB "LFN ' Z ' Dx = Ax /f m//):'+

0 0.2 0.4 0.6 0.( 1.0 0 0.2

0.250 0.0295 0.0236 0.1131 0.17(6 0.2174 0.2301 0.250 0.0295 0.1905

0.375 -0.0015 0.0303 0.1666 0.2644 0.3220 0.3410 0.375 -0.0015 0.2133

0.500 -0.0294 0.04(2 0.2263 0.3559 0.4322 0.4572 0.500 -0.0294 0.192(

0.625 -0.0494 0.0644 0.2(23 0.4415 0.5345 0.5649 0.625 -0.0494 0.1557

0.750 -0.0694 0.0(06 0.33(3 0.5271 0.636( 0.6725 0.750 -0.0694 0.11(5

0.(75 -0.0(17 0.09(7 0.391( 0.6016 0.7206 0.75(( 0.(75 -0.0(17 0.0(10

1.000 -0.0939 0.1167 0.4453 0.6760 0.(043 0.(450 1.000 -0.0939 0.0434

G1 -0.116( 0.2429 0.6510 0.(793 0.9(32 1.0123 G1 -0.116( -0.0540

0.0 0.2 0.4 0.6 0.( 1.0 0.0 0.2

0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.0000 0.0000

1.333 -0.116( 0.2429 0.6510 0.(793 0.9(32 1.0123 1.333 -0.116( -0.0540

0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.0000 0.0000

0.0 0.2 0.4 0.6 0.( 1.0 0.0 0.2

M"X 21 = 1.012 22 = 0.900 M"X 23 = 1.627

FA x $ a = 1.0 0.60 0.(79 FA : $ = 1.0x = 1.2( 0.640 0.900 : = 0.7(

x $ a = 0.640 0.(0 0.9(3 : $ = 0.520

A ( = , , 21 < 2 22 $ 3 = 0.926 A 7 = ,, 23 < 24 $ 2

21 23

A 7 =

A ( = 0.926 23

A 7 = 0.647

x $ a : $ a$ a$

x $ a : $ a$ a$

,, 23 < 24 <


149/173

Smma*:

#a* /n #)g#+ a/ng #a* /n #)g#+ a/ng

Dx Dz

Pan# 1 A1 0.601 A2 B**H502

Pan# 2 A3 0.495 A4 0.977

Pan# 3 A5 0.(40 A6 B**H502

Pan# 4 A7 0.647 A( 0.926


150/173

,SEB"A FN BCB "LFN ' Z '

0.4 0.6 0.( 1.0

0.2512 0.2513 0.2523 0.24(3

0.3541 0.3757 0.3(96 0.3711

0.414( 0.4(05 0.5331 0.5101

0.4263 0.5397 0.659( 0.6(47

0.437( 0.59(9 0.7(64 0.(592

0.41(1 0.6120 0.(711 1.0354

0.39(4 0.6250 0.955( 1.2115

0.3166 0.5(76 1.0(75 1.6267

0.4 0.6 0.( 1.0

0.0000 0.0000 0.0000 0.0000

0.3166 0.5(76 1.0(75 1.6267

0.0000 0.0000 0.0000 0.00000.4 0.6 0.( 1.0

2 = B**H502 1.6267

B**H502 B**H502 f G= 0.2 f > 0.2

-0.440 B**H502 : $ 1.0 0.(

B**H502 B**H502 /# 1.6267 1.0(75

= B**H502 1.6267 4.970

=

=


151/173

= B**H502


152/173


0.1 0.2 0.3 0.4 0.5

0.0371 0.2253 0.359( 0.43(2 0.463(

0.0371 0.2253 0.359( 0.43(2 0.463(

0.0410 0.2277 0.3616 0.4394 0.464(

0.0445 0.2305 0.3626 0.43(4 0.4629

0.0503 0.2341 0.360( 0.4319 0.4546

0.05(5 0.2373 0.3551 0.41(9 0.43(9

0.1 0.2 0.3 0.4 0.5

0.0000 0.0000 0.0000 0.0000 0.0000

0.0371 0.2253 0.359( 0.43(2 0.463(

0.0000 0.0000 0.0000 0.0000 0.0000

0.1 0.2 0.3 0.4 0.5

6 = 0.112

0.10 0.0370.140 0.112

0.20 0.225

= 0.495


153/173

,SEB"A FN BCB "LFN ' X '

0.1 0.2 0.3 0.4 0.5

0.0371 0.2253 0.359( 0.43(2 0.463(

0.0371 0.2253 0.359( 0.43(2 0.463(

0.0410 0.2277 0.3616 0.4394 0.464(

0.0445 0.2305 0.3626 0.43(4 0.4629

0.0503 0.2341 0.360( 0.4319 0.4546

0.05(5 0.2373 0.3551 0.41(9 0.43(9

0.1 0.2 0.3 0.4 0.5

0.0000 0.0000 0.0000 0.0000 0.0000

0.0371 0.2253 0.359( 0.43(2 0.463(

0.0000 0.0000 0.0000 0.0000 0.0000

0.1 0.2 0.3 0.4 0.5

12 = 0.112

0.10 0.0370.140 0.112

0.20 0.225

= 0.495


154/173


155/173


0.4 0.6 0.( 1.0

0.2507 0.2539 0.263( 0.2265

0.3439 0.379( 0.4129 0.32670.3(9( 0.4774 0.5570 0.4597

0.3906 0.5226 0.6699 0.6444

0.3914 0.5677 0.7(27 0.(290

0.3(07 0.5(13 0.(5(1 1.0059

0.3699 0.594( 0.9335 1.1(2(

0.4 0.6 0.( 1.0

0.2507 0.2539 0.263( 0.2265

0.312( 0.337( 0.3632 0.2933

0.3439 0.379( 0.4129 0.3267

0.4 0.6 0.( 1.0

14 = 0.259 0.2930.20 0.179 f G= 0.2 f > 0.2

0.320 0.259 : $ 1.000 0.(00

0.40 0.313 /# 0.293 0.363

= 0.(57 0.293 0.195

= 0.(40

=

=


156/173


157/173


0.4 0.6 0.( 1.0

0.2507 0.2539 0.263( 0.2265

0.3439 0.379( 0.4129 0.32670.3(9( 0.4774 0.5570 0.4597

0.3906 0.5226 0.6699 0.6444

0.3914 0.5677 0.7(27 0.(290

0.3(07 0.5(13 0.(5(1 1.0059

0.3699 0.594( 0.9335 1.1(2(

0.4 0.6 0.( 1.0

0.2507 0.2539 0.263( 0.2265

0.312( 0.337( 0.3632 0.2933

0.3439 0.379( 0.4129 0.3267

0.4 0.6 0.( 1.0

20 = 0.259 0.2930.20 0.179 f G= 0.2 f > 0.2

0.320 0.259 : $ 1.000 0.(00

0.40 0.313 /# 0.293 0.363

= 0.(57 0.293 0.195

= 0.(40

=

=


158/173


159/173


0.4 0.6 0.( 1.0

0.2512 0.2513 0.2523 0.24(3

0.3541 0.3757 0.3(96 0.3711

0.414( 0.4(05 0.5331 0.5101

0.4263 0.5397 0.659( 0.6(47

0.437( 0.59(9 0.7(64 0.(592

0.41(1 0.6120 0.(711 1.0354

0.39(4 0.6250 0.955( 1.2115

0.3166 0.5(76 1.0(75 1.6267

0.4 0.6 0.( 1.0

0.0000 0.0000 0.0000 0.0000

0.3166 0.5(76 1.0(75 1.6267

0.0000 0.0000 0.0000 0.0000

0.4 0.6 0.( 1.0

24 = 0.479 1.627

0.40 0.317 f G= 0.2 f > 0.2 0.520 0.479 : $ 1.0 0.(

0.60 0.5(( /# 1.6267 1.0(75

= 0.647 1.6267 2.3(2

= 0.765

=

=


160/173


161/173

E#[P&OE%TS[PET&OFA%$1[De+g.[TH$0740[%S$&=S220160701$13$80301$3[%S$&=S2201

No+ =% # 64

Noe$=% Noe =% F> F F M> M M

1$301 1 301 2"351 18"771 $2"427 $8"583 0 $0"022

1$302 1 302 $2"383 16"934 $1"804 $6"631 0 0"171

1$303 1 303 5"385 35"025 $2"226 $7"9 0 $0"136

1$304 1 304 0"652 33"188 $1"603 $5"948 0 0"057

1$305 1 305 $0"193 27"423 2"246 7"916 0 0"142

1$306 1 306 $4"926 25"586 2"869 9"868 0 0"335

1$307 1 307 2"842 43"676 2"447 8"599 0 0"029

1$308 1 308 $1"892 41"84 3"07 10"551 0 0"222

1$309 1 309 1"44 $20"131 $23"4 $73"376 $0"002 $0"161

1$310 1 310 $0"982 80"736 24"042 75"341 0"002 0"36

1$311 1 311 1"44 $20"126 $23"399 $73"373 $0"002 $0"161

1$312 1 312 $0"981 80"742 24"043 75"345 0"002 0"361$313 1 313 $49"326 $136"217 0"088 0"203 0 2"119

1$314 1 314 49"781 196"814 0"555 1"766 0 $1"919

1$315 1 315 $49"323 $136"203 0"088 0"202 0 2"119

1$316 1 316 49"784 196"827 0"555 1"766 0 $1"919

1$317 1 317 1"44 $20"131 $23"4 $73"376 $0"002 $0"161

1$318 1 318 $0"982 80"736 24"042 75"341 0"002 0"36

1$319 1 319 1"44 $20"126 $23"399 $73"373 $0"002 $0"161

1$320 1 320 $0"981 80"742 24"043 75"345 0"002 0"36

1$321 1 321 $49"326 $136"217 0"088 0"203 0 2"119

1$322 1 322 49"781 196"814 0"555 1"766 0 $1"919

1$323 1 323 $49"323 $136"203 0"088 0"202 0 2"119

1$324 1 324 49"784 196"827 0"555 1"766 0 $1"9191$325 1 325 0"264 23"829 $0"851 $3"083 0 0"073

1$326 1 326 0"148 30"715 1"429 4"851 0 0"106

1$327 1 327 0"264 23"834 $0"85 $3"08 0 0"073

1$328 1 328 0"148 30"72 1"43 4"854 0 0"106

1$329 1 329 $1"941 18"773 0"277 0"843 0 0"166

1$330 1 330 2"351 35"764 0"302 0"929 0 0"014

1$331 1 331 $1"939 18"785 0"277 0"843 0 0"166

1$332 1 332 2"354 35"776 0"302 0"928 0 0"013

1$333 1 333 0"287 26"859 $0"819 $2"984 0 0"083

1$334 1 334 0"171 33"746 1"461 4"949 0 0"116

1$335 1 335 0"287 26"864 $0"818 $2"981 0 0"083

1$336 1 336 0"171 33"752 1"462 4"953 0 0"116

1$337 1 337 $1"919 21"803 0"309 0"942 0 0"176

1$338 1 338 2"374 38"794 0"334 1"027 0 0"024

1$339 1 339 $1"916 21"816 0"309 0"941 0 0"176

1$340 1 340 2"377 38"807 0"334 1"027 0 0"023

1$341 1 341 0"321 34"136 0"355 1"14 0 0"108

1$342 1 342 0"321 34"136 0"355 1"14 0 0"108

1$343 1 343 $14"049 $14"153 0"288 0"913 0 0"694

1$344 1 344 14"692 82"425 0"423 1"366 0 $0"478

Pa!, F/eNae #


162/173

E#[P&OE%TS[PET&OFA%$1[De+g.[TH$0740[%S$&=S220160701$13$80301$3[%S$&=

No+ =% # 64 0

Noe =% F> F F M> M M

2$301 2 301 $2"44 20"419 $1"922 $6"892 0 2"9292$302 2 302 2"294 22"256 $1"299 $4"94 0 $2"774

2$303 2 303 $2"381 4"166 $2"124 $7"576 0 2"814

2$304 2 304 2"352 6"002 $1"5 $5"624 0 $2"889

2$305 2 305 $2"567 49"928 1"811 6"383 0 3"098

2$306 2 306 2"167 51"765 2"434 8"335 0 $2"605

2$307 2 307 $2"508 33"674 1"609 5"7 0 2"983

2$308 2 308 2"225 35"511 2"233 7"651 0 $2"72

2$309 2 309 0"145 $33"426 $23 $72"657 0"001 $0"167

2$310 2 310 $0"359 89"352 23"31 73"413 $0"001 0"375

2$311 2 311 0"145 $33"422 $22"999 $72"653 0"001 $0"167

2$312 2 312 $0"359 89"356 23"311 73"417 $0"001 0"375

2$313 2 313 $1"863 194"477 0"387 1"173 0 2"0892$314 2 314 1"649 $138"533 $0"077 $0"413 0 $1"881

2$315 2 315 $1"863 194"463 0"388 1"173 0 2"089

2$316 2 316 1"649 $138"546 $0"077 $0"413 0 $1"881

2$317 2 317 0"145 $33"426 $23 $72"657 0"001 $0"167

2$318 2 318 $0"359 89"352 23"31 73"413 $0"001 0"375

2$319 2 319 0"145 $33"422 $22"999 $72"653 0"001 $0"167

2$320 2 320 $0"359 89"356 23"311 73"417 $0"001 0"375

2$321 2 321 $1"863 194"477 0"387 1"173 0 2"089

2$322 2 322 1"649 $138"533 $0"077 $0"413 0 $1"881

2$323 2 323 $1"863 194"463 0"388 1"173 0 2"089

2$324 2 324 1"649 $138"546 $0"077 $0"413 0 $1"881

2$325 2 325 $0"08 21"171 $0"973 $3"525 0 0"077

2$326 2 326 $0"112 29"163 1"252 4"205 0 0"111

2$327 2 327 $0"08 21"174 $0"972 $3"521 0 0"077

2$328 2 328 $0"112 29"166 1"252 4"209 0 0"111

2$329 2 329 $0"138 33"666 0"151 0"381 0 0"171

2$330 2 330 $0"055 16"683 0"128 0"302 0 0"017

2$331 2 331 $0"138 33"654 0"151 0"382 0 0"171

2$332 2 332 $0"055 16"671 0"128 0"303 0 0"017

2$333 2 333 $0"091 23"968 $0"958 $3"487 0 0"087

2$334 2 334 $0"123 31"959 1"267 4"243 0 0"122

2$335 2 335 $0"091 23"972 $0"957 $3"483 0 0"087

2$336 2 336 $0"123 31"963 1"268 4"247 0 0"1222$337 2 337 $0"148 36"463 0"167 0"419 0 0"181

2$338 2 338 $0"066 19"481 0"144 0"341 0 0"028

2$339 2 339 $0"148 36"45 0"167 0"419 0 0"181

2$340 2 340 $0"066 19"468 0"144 0"341 0 0"027

2$341 2 341 $0"118 30"319 0"078 0"132 0 0"113

2$342 2 342 $0"118 30"319 0"078 0"132 0 0"113

2$343 2 343 $0"627 78"606 0"146 0"363 0 0"689

2$344 2 344 0"391 $17"968 0"011 $0"098 0 $0"463

2$345 2 345 $0"627 78"606 0"146 0"363 0 0"689

2$346 2 346 0"391 $17"968 0"011 $0"098 0 $0"463

2$347 2 347 $0"045 12"514 $6"636 $21"048 0 0"034

2$348 2 348 $0"191 48"124 6"793 21"313 0 0"1922$349 2 349 $0"045 12"514 $6"636 $21"048 0 0"034

Pa!, F/eNae #


163/173

2$350 2 350 $0"191 48"124 6"793 21"313 0 0"192

2$351 2 351 $0"023 7"933 $6"473 $20"521 0 0"018

2$352 2 352 $0"169 43"542 6"957 21"84 0 0"175

2$353 2 353 $0"606 74"024 0"31 0"89 0 0"672

2$354 2 354 0"413 $22"55 0"174 0"429 0 $0"48

2$355 2 355 0"155 $35"658 $22"913 $72"375 0"001 $0"175

2$356 2 356 $0"348 87"133 23"397 73"694 $0"001 0"367

2$357 2 357 $1"852 192"244 0"475 1"454 0 2"081

2$358 2 358 1"66 $140"769 0"009 $0"135 0 $1"889

2$359 2 359 $0"077 20"762 $0"45 $1"725 0 0"076

2$360 2 360 $0"096 25"565 0"885 2"912 0 0"097

2$361 2 361 $0"111 28"259 0"225 0"618 0 0"133

2$362 2 362 $0"062 18"068 0"211 0"569 0 0"04

2$363 2 363 $2"44 20"419 $1"922 $6"892 0 2"929

2$364 2 364 2"294 22"256 $1"299 $4"94 0 $2"774

2$365 2 365 $2"381 4"166 $2"124 $7"576 0 2"814

2$366 2 366 2"352 6"002 $1"5 $5"624 0 $2"889

2$367 2 367 $2"567 49"928 1"811 6"383 0 3"0982$368 2 368 2"167 51"765 2"434 8"335 0 $2"605

2$369 2 369 $2"508 33"674 1"609 5"7 0 2"983

2$370 2 370 2"225 35"511 2"233 7"651 0 $2"72

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 02$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0

2$0 2 0


164/173

220160701$13$80301$3"+!


165/173


166/173

E#[P&OE%TS[PET&OFA%$1[De+g.[TH$0740[%S$&=S220160701$13$80301$3[%S$&=S

No+ =% # 64 0


3$301 3 301 $1"503 34"241 $2"244 $7"817 0 0"1943$302 3 302 $6"237 32"405 $2"867 $9"769 0 0"387

3$303 3 303 3"708 59"523 $2"046 $7"142 0 0"004

3$304 3 304 $1"025 57"687 $2"669 $9"094 0 0"197

3$305 3 305 1"041 25"59 2"433 8"71 0 0"03

3$306 3 306 $3"692 23"753 1"81 6"758 0 0"223

3$307 3 307 6"253 50"872 2"631 9"385 0 $0"161

3$308 3 308 1"519 49"035 2"008 7"433 0 0"032

3$309 3 309 $1"208 92"065 $23"669 $74"747 $0"002 0"374

3$310 3 310 1"224 $8"783 23"432 74"359 0"002 $0"148

3$311 3 311 $1"208 92"059 $23"668 $74"744 $0"002 0"374

3$312 3 312 1"223 $8"789 23"433 74"362 0"002 $0"148

3$313 3 313 $52"004 $135"042 $0"336 $0"931 0 2"223$314 3 314 52"018 218"312 0"1 0"546 0 $1"993

3$315 3 315 $52"003 $135"036 $0"336 $0"931 0 2"22

3$316 3 316 52"02 218"318 0"1 0"546 0 $1"993

3$317 3 317 $1"208 92"065 $23"669 $74"747 $0"002 0"374

3$318 3 318 1"224 $8"783 23"432 74"359 0"002 $0"148

3$319 3 319 $1"208 92"059 $23"668 $74"744 $0"002 0"374

3$320 3 320 1"223 $8"789 23"433 74"362 0"002 $0"148

3$321 3 321 $52"004 $135"042 $0"336 $0"931 0 2"22

3$322 3 322 52"018 218"312 0"1 0"546 0 $1"993

3$323 3 323 $52"003 $135"036 $0"336 $0"931 0 2"22

3$324 3 324 52"02 218"318 0"1 0"546 0 $1"993

3$325 3 325 $0"053 40"911 $1"247 $4"142 0 0"119

3$326 3 326 0"067 34"042 1"034 3"793 0 0"085

3$327 3 327 $0"053 40"906 $1"246 $4"139 0 0"119

3$328 3 328 0"067 34"038 1"034 3"796 0 0"085

3$329 3 329 $2"267 28"452 $0"118 $0"213 0 0"183

3$330 3 330 2"28 46"491 $0"094 $0"133 0 0"021

3$331 3 331 $2"266 28"458 $0"118 $0"213 0 0"183

3$332 3 332 2"281 46"497 $0"095 $0"133 0 0"021

3$333 3 333 $0"052 45"074 $1"259 $4"162 0 0"13

3$334 3 334 0"068 38"207 1"022 3"774 0 0"097

3$335 3 335 $0"052 45"069 $1"258 $4"158 0 0"13

3$336 3 336 0"067 38"202 1"023 3"777 0 0"0973$337 3 337 $2"267 32"616 $0"13 $0"232 0 0"194

3$338 3 338 2"281 50"654 $0"106 $0"152 0 0"033

3$339 3 339 $2"265 32"622 $0"13 $0"233 0 0"194

3$340 3 340 2"282 50"661 $0"106 $0"152 0 0"033

3$341 3 341 $0"048 53"029 $0"016 0"182 0 0"131

3$342 3 342 $0"048 53"029 $0"016 0"182 0 0"131

3$343 3 343 $15"131 1"792 $0"079 $0"032 0 0"742

3$344 3 344 15"036 104"266 0"047 0"395 0 $0"48

3$345 3 345 $15"131 1"792 $0"079 $0"032 0 0"742

3$346 3 346 15"036 104"266 0"047 0"395 0 $0"48

3$347 3 347 $0"4 67"653 $6"846 $21"439 0 0"206

3$348 3 348 0"305 38"405 6"813 21"802 0"001 0"0553$349 3 349 $0"4 67"653 $6"846 $21"439 0 0"206

Pa!, F/eNae #


167/173

3$350 3 350 0"305 38"405 6"813 21"802 0"001 0"055

3$351 3 351 $0"278 43"494 $7"063 $22"238 0 0"171

3$352 3 352 0"427 14"247 6"596 21"002 0"001 0"019

3$353 3 353 $15"009 $22"367 $0"297 $0"832 0 0"706

3$354 3 354 15"158 80"108 $0"171 $0"404 0 $0"516

3$355 3 355 $1"141 79"298 $23"784 $75"171 $0"002 0"356

3$356 3 356 1"289 $21"557 23"317 73"935 0"002 $0"166

3$357 3 357 $51"937 $147"809 $0"451 $1"355 0 2"201

3$358 3 358 52"086 205"55 $0"016 0"119 0 $2"011

3$359 3 359 0"031 28"046 $0"895 $2"937 0 0"096

3$360 3 360 0"102 23"921 0"474 1"824 0 0"076

3$361 3 361 $1"297 20"57 $0"217 $0"579 0 0"134

3$362 3 362 1"431 31"397 $0"204 $0"533 0 0"037

3$363 3 363 $1"503 34"241 $2"244 $7"817 0 0"194

3$364 3 364 $6"237 32"405 $2"867 $9"769 0 0"387

3$365 3 365 3"708 59"523 $2"046 $7"142 0 0"004

3$366 3 366 $1"025 57"687 $2"669 $9"094 0 0"197

3$367 3 367 1"041 25"59 2"433 8"71 0 0"033$368 3 368 $3"692 23"753 1"81 6"758 0 0"223

3$369 3 369 6"253 50"872 2"631 9"385 0 $0"161

3$370 3 370 1"519 49"035 2"008 7"433 0 0"032

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 03$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0

3$0 3 0


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220160701$13$80301$3"+!


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E#[P&OE%TS[PET&OFA%$1[De+g.[TH$0740[%S$&=S220160701$13$80301$3[%S$&=

No+ =% # 64 0


4$301 4 301 $2"61 52"16 $1"809 $6"361 0 3"1524$302 4 302 2"124 53"997 $2"432 $8"313 0 $2"551

4$303 4 303 $2"51 26"878 $2"007 $7"037 0 2"958

4$304 4 304 2"223 28"715 $2"63 $8"989 0 $2"745

4$305 4 305 $2"483 22"652 1"913 6"918 0 2"983

4$306 4 306 2"25 24"488 1"29 4"966 0 $2"72

4$307 4 307 $2"384 $2"63 1"714 6"242 0 2"789

4$308 4 308 2"35 $0"794 1"091 4"29 0 $2"914

4$309 4 309 $0"378 87"084 $23"295 $74"25 0"001 0"39

4$310 4 310 0"119 $35"713 22"576 72"174 $0"001 $0"152

4$311 4 311 $0"378 87"08 $23"294 $74"246 0"001 0"39

4$312 4 312 0"119 $35"717 22"577 72"178 $0"001 $0"152

4$313 4 313 $1"928 202"374 $0"142 $0"286 0 2"1934$314 4 314 1"668 $151"001 $0"576 $1"786 0 $1"955

4$315 4 315 $1"928 202"368 $0"142 $0"285 0 2"193

4$316 4 316 1"668 $151"007 $0"576 $1"786 0 $1"955

4$317 4 317 $0"378 87"084 $23"295 $74"25 0"001 0"39

4$318 4 318 0"119 $35"713 22"576 72"174 $0"001 $0"152

4$319 4 319 $0"378 87"08 $23"294 $74"246 0"001 0"39

4$320 4 320 0"119 $35"717 22"577 72"178 $0"001 $0"152

4$321 4 321 $1"928 202"374 $0"142 $0"286 0 2"193

4$322 4 322 1"668 $151"001 $0"576 $1"786 0 $1"955

4$323 4 323 $1"928 202"368 $0"142 $0"285 0 2"193

4$324 4 324 1"668 $151"007 $0"576 $1"786 0 $1"955

4$325 4 325 $0"133 27"122 $1"436 $4"799 0 0"124

4$326 4 326 $0"101 19"112 0"789 2"931 0 0"09

4$327 4 327 $0"133 27"118 $1"435 $4"796 0 0"124

4$328 4 328 $0"101 19"108 0"79 2"934 0 0"09

4$329 4 329 $0"161 32"142 $0"312 $0"896 0 0"188

4$330 4 330 $0"073 14"095 $0"334 $0"969 0 0"026

4$331 4 331 $0"161 32"136 $0"312 $0"895 0 0"188

4$332 4 332 $0"073 14"089 $0"334 $0"969 0 0"026

4$333 4 333 $0"146 29"691 $1"472 $4"903 0 0"136

4$334 4 334 $0"114 21"68 0"753 2"827 0 0"102

4$335 4 335 $0"146 29"687 $1"471 $4"899 0 0"136

4$336 4 336 $0"114 21"676 0"754 2"831 0 0"1024$337 4 337 $0"174 34"71 $0"348 $0"999 0 0"2

4$338 4 338 $0"086 16"663 $0"37 $1"073 0 0"038

4$339 4 339 $0"174 34"704 $0"348 $0"999 0 0"2

4$340 4 340 $0"086 16"656 $0"369 $1"072 0 0"037

4$341 4 341 $0"156 26"508 $0"417 $1"225 0 0"137

4$342 4 342 $0"156 26"508 $0"417 $1"225 0 0"137

4$343 4 343 $0"677 77"747 $0"354 $1"007 0 0"739

4$344 4 344 0"365 $24"731 $0"481 $1"443 0 $0"464

4$345 4 345 $0"677 77"747 $0"354 $1"007 0 0"739

4$346 4 346 0"365 $24"731 $0"481 $1"443 0 $0"464

4$347 4 347 $0"228 44"313 $7"069 $22"457 0 0"216

4$348 4 348 $0"084 8"703 6"234 20"006 0 0"0594$349 4 349 $0"228 44"313 $7"069 $22"457 0 0"216

Pa!, F/eNae #


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4$350 4 350 $0"084 8"703 6"234 20"006 0 0"059

4$351 4 351 $0"173 43"036 $6"939 $22"037 0 0"178

4$352 4 352 $0"029 7"427 6"364 20"426 0 0"021

4$353 4 353 $0"623 76"47 $0"224 $0"587 0 0"701

rcc mat foundation 4 pedestal

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