rcc mat foundation 4 pedestal
TRANSCRIPT
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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
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Document Number ASB-BMS-EN-VSS-C-4886
Revision 2
Applicabilit ASAB !ro"ect
Document #pe Vali$ate$ Sprea$s%eet
CN#EN#S
* !R!SE
2 SC!E
3 DE(,N,#,NS AND ACRN1MS
*1 Definitions
*2 Acron$%s
4 RE(ERENCES
RES!NS,B,/,#1 5 A#0R,#1
6 DESCR,!#,N ( AC#,V,#,ES
RECRDS
8 A!!END,CES
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Document Number ASB-BMS-EN-VSS-C-4886
Revision 2
Applicabilit ASAB !ro"ect
Document #pe Vali$ate$ Sprea$s%eet
27+ SC!E
*7+ !R!SE
+is spre!dseet is intended for use on &ro,ect o - &1.# /& For ASA FFD &ro,ectfoudn!tion 4it . pedest!"s*
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Document Number ASB-BMS-EN-VSS-C-4886
Revision 2
Applicabilit ASAB !ro"ect
Document #pe Vali$ate$ Sprea$s%eet
3!t Found!tion A rect!ngu"!r footing b!se 4it . pedest!"s "oc!ted in grid (in p"!n)
47+ RE(ERENCES
7+ RES!NS,B,/,#1 5 A#0R,#1
A
+e Spre!d seet perfor%s si7ing !nd Design of 3!t Found!tion in !ccord!nce 4it S-1.*99*5*1601# :ivi"Structur!" Design !sis:*
37+ DE(,N,#,NS AND ACRN1MS
37* De'initions
372 Acronms
AS ASA/; /!rt
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Document Number ASB-BMS-EN-VSS-C-4886
Revision 2
Applicabilit ASAB !ro"ect
Document #pe Vali$ate$ Sprea$s%eet
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Page 6 of 173
Document Number ASB-BMS-EN-VSS-C-4886
Revision 2
Applicabilit ASAB !ro"ect
Document #pe Vali$ate$ Sprea$s%eet
67+ DESCR,!#,N ( AC#,V,#,ES
7+ RECRDS
A
87+ A!!END,CES
A
+e Spre!d seet c!"cu"!tes te %!@i%u% soi" pressure be"o4 b!se s"!b# !nd perfor%s!se s"!b "ongitudin!" be!%s*
+e r!vit$ "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
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Document Number ASB-BMS-EN-VSS-C-4886
Revision 2
Applicabilit ASAB !ro"ect
Document #pe Vali$ate$ Sprea$s%eet
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Page 8 of 173
to BS- 8**+
Indr!,it o4d!r$
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
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3
3
3
3
3
4
4
4
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# for te Design of 3!t
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bove it*
8110 ADO Doc o -
d
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te !n!"$sis !nd design of te
*
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Page 14 of 173
262010
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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
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DESIGN OF MAT FOUNDATION Proje! No"#
$ 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-
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DESIGN OF MAT FOUNDATION Proje! No"#
$ 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
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DESIGN OF MAT FOUNDATION Proje! No"#
$ AD%O DO%" NO"
$ &E'" $
$ PAGE
O!(! P&INT$
Fo//o.g or*+,ee!+ .ee !o
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DESIGN OF MAT FOUNDATION Proje! No"#
$ AD%O DO%" NO"
$ &E'" $
$ PAGE
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P14333
$
DATE # $
S;%. . !,e !a
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P14333
$
DATE # $
r (ee+!a/ e+g.:
o
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P14333
$
DATE # $
+"
+"
of !,e e+g. ,e*+"
/ar =oa o
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P14333
$
DATE # $
e.!a!o."
.!er.a/ a//a!o.+"
o" FOS S;%. e!":
Bre"
re"
a!!e.!o. + reBre"
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P14333
$
DATE # $
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=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/
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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
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(ra!e
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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 =.*+ .
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &E'"
$
PAGE
,(
S(
S(1
Figure # $ Foundation Detai%s
;(
Df
; M>
Z
MLtoLtot
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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:
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &E'"
$
PAGE
13"97 * #44 kPa Hence*N2
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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:
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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:
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DESIGN OF MAT FOUNDATION Proje! No"
ST&U%TU&E # $ TEST AD%O DO
$ &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;
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# 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)
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# P14333
" NO" $
$ DATE # $
1"000
3"000
3"500
3"000
5"000
1"000
1"000
,
1"000
1"000
,
+ :
+ :
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# P14333
" NO" $
$ DATE # $
a,.e+-
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# 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
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# P14333
" NO" $
$ DATE # $
4:
P4:
st Up%ift
nst "%iding
nst O>erturning
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# P14333
" NO" $
$ DATE # $
nst O>erturning
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# 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
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# P14333
" NO" $
$ DATE # $
;
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# 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
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# P14333
" NO" $
$ DATE # $
" "
" "
1 : A4 ? ;1?23 :: A3A4:
$ ;1 : ? ;1 1
;1 V2 2 0"5
" "
" "
" "
" "
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# P14333
" NO" $
$ DATE # $
1"27:
*N$
1"27:
*N$
For ;o!!o &e.foree.! :
*N$
*N$
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# 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.
Pee+!a/ oe.! a! +(a.
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# 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:
Pee+!a/ oe.! a! +(a.
Pee+!a/ oe.! a! +(a.
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# P14333
" NO" $
$ DATE # $
:2
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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-
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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-
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"# = 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
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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 ?+. =
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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
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DESIGN OF MAT FOUNDATIONProje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &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
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DESIGN OF MAT FOUNDATIONProje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &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
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DESIGN OF MAT FOUNDATIONProje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &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
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &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
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!rr(
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!rr(
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!rr(
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!rr(
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!rr(
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!rr(
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"# P14333
ST&U%TU&E # $ TEST AD%O DO%" NO" $
$ &E'" $
$ PAGE
"u22ar For Design of Pedesta%
De+g. of Pee+!a/
Noe$=% Ma. &e.f De+g. Fore+ De+g. for A>a/ Te.+o.
S!r
P *N:
U/! Mo%a(a!M*N$:
M."&e.f2:
ProeA+( 2:
M*N$:
Te.+/eS!re++ .
+!ee/N2:
A//oa
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DESIGN OF MAT FOUNDATION Proje! No"#
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;
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DESIGN OF MAT FOUNDATION Proje! No"#
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.!
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
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DESIGN OF MAT FOUNDATION Proje! No"#
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.!
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
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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;
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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
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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
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DESIGN OF MAT FOUNDATION Proje! No"#
ST&U%TU&E # $ TEST AD%O DO%" NO"
$ &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
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DESIGN OF MAT FOUNDATION Proje! No"#
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for Pa.e/ 2
a 2
< 4
a< 0"500
a
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DESIGN OF MAT FOUNDATION Proje! No"#
ST&U%TU&E # $ TEST AD%O DO%" NO"
$ &E'" $
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0"330 0"049
0"
500
0"
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DESIGN OF MAT FOUNDATION Proje! No"#
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DESIGN OF MAT FOUNDATION Proje! No"#
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0"757 1"019
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DESIGN OF MAT FOUNDATION Proje! No"#
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &E'"
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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
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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
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &E'"
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1040
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &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:
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &E'"
$ PAGE
0"0002 Z 0"156 e.e S.g/ re
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &E'"
$ PAGE
&e.foree.! reB a/o.g L r A+!K A+!. A+!r1:
1040"0
&eB"S(a.g of 20 a Fa!ore ;M A+ a! +(a. MJ! 0"347 *N"
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&e.foree.! reB a/o.g L r A+!K!1: Ma> A+!. A+!!>r1:
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&eB"S(a.g of 20 a Fa!ore ;M A+ a! +(a. MJ! 0"192 *N"
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ST&U%TU&E # $ TEST AD%O D
$ &E'"
$ PAGE
720 ? 0"5 0"25 $ 0 0"9 : :
719"99
a> 0"95 ? 0"95 ? 720
684"00
e.e e M. a>: M. 0"95?:
684"00
MJ! 0"95 ? f ? e:
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0"7
M. &e.foree.! 0"13 A+!.: 0"13 ? 1000 ? 0"8 ? 1000 100
1040
&e.foree.! reB a/o.g L r A+!K!2: Ma> A+!. A+!!>r2:
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&eB"S(a.g of 20 a Fa!ore ;M A+ a! ege+ MJ< 15"474 *N"
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15"474 ? 10V6 40 ? 1000 ? 720 :V2:
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57"5
M. &e.foree.! 0"13 A+!.: 0"13 ? 1000 ? 0"8 ? 1000 100
1040
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ST&U%TU&E # $ TEST AD%O D
$ &E'"
$ PAGE
&eB"S(a.g of 20 a Fa!ore ;M A+ a! +(a. MJ! 2"333 *N"
H MJ! f ? < ? Q " "%/"3"4"
2"333 ? 10V6 40 ? 1000 ? 720 :V2:
0"0001 Z 0"156 e.e S.g/ re
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M. &e.foree.! 0"13 A+!.: 0"13 ? 1000 ? 0"8 ? 1000 100
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &E'"
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720 ? 0"5 0"25 $ 0 0"9 : :
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a> 0"95 ? 0"95 ? 720
684"00
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MJ! 0"95 ? f ? e:
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DESIGN OF MAT FOUNDATION Proje! N
ST&U%TU&E # $ TEST AD%O D
$ &E'"
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&heck for shear on edge para%%e% to K$a9is + Due to Up!ard "oi% Presure +/ /
For Pane% # C @
Ma> Fa!ore S,ear o. ege (ara//e/ !o K$a>+ '> 8"29 *N '>
a! !,e a//oa M. 0"8
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ST&U%TU&E # $ TEST AD%O D
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Err#502
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ST&U%TU&E # $ TEST AD%O D
$ &E'"
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"u22ar of Base "%a( Design
7"00
1040 1040
2094 2094
T 20 X 150 T 20 X 150
;OTTOM &EINFO&%EMENT
1040
1040 2094T 20 X 150
2094
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T 20 X 150
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$ &E'"
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Fa!ore +,ear +!re++ a! Fa!ore S,ear o. ege (ara//e/ !o K$a>+ '>1 0"00 *N
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"# P14333
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$ DATE # $
ege+ for B: S,ear &e!o. fa!or
// !o L Para//e/ !o K Para//e/ !o L
Err#502 0"650 Err#502
0"00 0"650 0"977
0"840
0"00 0"650 0"926
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"# P14333
%" NO" $
$ DATE # $
O,;, +&%ause 1,6,6,@/
S 8110 # Par! 1 #1997
/e 3"8 of &ef 1:
O,;, +&%ause 1,6,6,@/
S 8110 # Par! 1 #1997
/e 3"8 of &ef 1:
Err7-4@
S 8110 # Par! 1 #1997
/e 3"8 of &ef 1:
? f25:V13:
? f25:V13:
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"# P14333
%" NO" $
$ DATE # $
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DESIGN OF MAT FOUNDATION Proje! No
ST&U%TU&E # $ TEST AD%O DO
$ &E'"
$ PAGE
WA+!;!reB
1"70
" "
" " " ,
M +(a. &e.foree.!"
0"008 Z 0"156 260842"2
HH 0"008883"80 892?0"5
0"95?T 847"40 0"95?892
847"40 MIN 883
" "
" " " "
To( &e.f" Te.+/e A+!T!: MTU 0"95f
260"84?10000000"95?414?847"4::
782"65
A+!. 0"2
2000 0"2?100
Ma>A+!T! A+!.:
2000"00
&eB" 32 a SF(: SF.:: 42"93 *N P!
SF ;< > . 0"050
5"00
0"882 &ef" Ta A+!;!(ro ;< ?
;:
H MTU
f
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2
T0"50"25$HH0"9:
2
2
A+!T!reB
2
A+!T!(ro
(!T 100 > A+!T!(ro ;< ?
T:
U/!a!e +,ear +!re++ N2
Ma>" a//oe 0"8f
or 5 M(a N2
De+g. %o.re!e +,ear +!re++ N2
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DESIGN OF MAT FOUNDATION Proje! No
ST&U%TU&E # $ TEST AD%O DO
$ &E'"
$ PAGE
%E%H FO& SIDE FA%E &EINFO&%EMENT
Dae!er of Se fae
-
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-
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"# P14333
%" NO" $
$ $DATE# $
O;
40?1000?892V2:
S.g/ &e.f":S&T0"25$0"0082 0"9:::
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14?32V2:4:
14476"46
O;
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3"7 of ;S 8110:
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"# P14333
%" NO" $
$ $DATE# $
-
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DESIGN OF MAT FOUNDATION Proje! No
ST&U%TU&E # $ TEST AD%O DO
$ &E'"
$ PAGE
WA+!;!reB
1"51
" "
" " " ,
M +(a. &e.foree.!"
0"013 Z 0"156 410681"6
HH 0"013
879"02 892?0"5
0"95?T 847"40 0"95?892
847"40 MIN 879
" "
" " " "
To( &e.f" Te.+/e A+!T!: MTU 0"95f
410"68?10000000"95?414?847"4::
1232"23
A+!. 0"2
2000 0"2?100
Ma>A+!T! A+!.:
2000"00
&eB" 32 a SF(: SF.:: 154"30 *N P!
SF ; . 0"181
5"00
0"848 &ef" Ta A+!;!(ro ;
-
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-
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"# P14333
%" NO" $
$ $
314
312
314
301
"5
"5
"5
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re.f" T@
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0 40?1000?852V2:
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12867"96
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"# P14333
%" NO" $
$ $DATE# $
O;
5 40?1000?892V2:
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3"7 of ;S 8110:
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"# P14333
%" NO" $
$ $DATE# $
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DESIGN OF MAT FOUNDATION
$
$
$
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$
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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$
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Pan# - 2
2 A3 = 0.495
A4 = 0.977
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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 <
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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 <
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Pan# - 3
2 A 5 = 0.(40
A 6 = B**H502
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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 <
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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
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,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
=
=
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= B**H502
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,SEB"A FN BCB "LFN ' Z '
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
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,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
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,SEB"A FN BCB "LFN ' Z '
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
=
=
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,SEB"A FN BCB "LFN ' X '
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
=
=
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,SEB"A FN BCB "LFN ' X '
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
=
=
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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 #
-
8/11/2019 RCC Mat Foundation 4 Pedestal
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 #
-
8/11/2019 RCC Mat Foundation 4 Pedestal
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
-
8/11/2019 RCC Mat Foundation 4 Pedestal
164/173
220160701$13$80301$3"+!
-
8/11/2019 RCC Mat Foundation 4 Pedestal
165/173
-
8/11/2019 RCC Mat Foundation 4 Pedestal
166/173
E#[P&OE%TS[PET&OFA%$1[De+g.[TH$0740[%S$&=S220160701$13$80301$3[%S$&=S
No+ =% # 64 0
Noe =% F> F F M> M M
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 #
-
8/11/2019 RCC Mat Foundation 4 Pedestal
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
-
8/11/2019 RCC Mat Foundation 4 Pedestal
168/173
220160701$13$80301$3"+!
-
8/11/2019 RCC Mat Foundation 4 Pedestal
169/173
-
8/11/2019 RCC Mat Foundation 4 Pedestal
170/173
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
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 #
-
8/11/2019 RCC Mat Foundation 4 Pedestal
171/173
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