Baffle wall.xlsx

7/23/2019 Baffle wall.xlsx

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LARSEN & TOUBRO LIMITED

PEDSC

PROJECT 2x800 MW KHARGONE STPPDOC

TITLE DESIGN OF BRIDGE PIERDESIGN

Design data

Densit !" Mi#$ stee# % &8.'

Densit !" RCC % 2'

Densit !" PCC % 2(

Densit !" )*te+ % ,0

F- !" -!n-+ete "!+ Pie+/ Pie+ -* 1 F!n$*ti!n % 30

Densit !" M*e ie 4*te+i*# 5FRP6 % ,8

Densit !" s!i#7+!- % ,

RC 06 Cl 215.4 % 0.0000,2

9ie#$ st+en:t; !" stee#/ F % '00

Es % 200000

E- % 2&38!=e t;e De- s#*> % 0. 4

T;i-ness !" H*n$+*i# % 0., 4

N743

N743

N743

N743

N7442

N743

N743

C!e""i-ient !" t;e+4*# ex*nsi!n !" -!n-+ete, 7!C

N7442

N7442

N7442


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TITLE DESIGN OF BRIDGE PIERDESIGN

Det; !" Gi+$e+ % ,.'#e t+* % ,' N74

Hei:;t !" C*>#e T+* % 2.& 4

Di* !" t;e 4*e ie *>!=e t;e >+i$:e $e- % 0. 4

N!.s !" Pies % 2 N!?s

Wt !" Pie s!+t e$est*#s % 0.2' N

Det; !" ie s!+tin: e$est*# % 0.2 4

S*-in: !" Pie s!+t e$est*#s % ' 4

T;i-ness !" Pie % 0.0' 4

Wei:;t !" 2 N!?s !" R*i#s "!+ T+!##e % 0.2' N74

Wei:;t !" T+!##e@Eient7P4 % '0 N

Cl 5.04.08.02 I4*-t "*-t!+ "!+ T+!##e % ,.2'

Cl 5.04.08.02 LL !" B+i$:e );e+e M*e )*te+ ie#ine *+e n!t #!-*te$ % % '

e#!-it !" W*te+ C++ent % , 47s

N742


3/36

NO. D*te

CHECK


4/36

NO. D*te

CHECK


5/36


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TITLE DESIGN OF BRIDGE ABTMENTDESIGN

Design of Wing Wall for te a!"t#ent

('

C# &,0.


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Calc"lation of Dead load

Se#" )ei:;t !" Win: )*## REF REF N74

Se#" )ei:;t !" "!n$*ti!n s#*> REF REF N74

Se#" )ei:;t !" S!i# *>!=e t;e ;ee# s#*> REF REF N74

Calc"lation of SL

HT $e t! DL REF REF N74

REF REF N474

Len:t; !" )in: )*## % 8 4

An:#e !" )in: )*## )it; t;e R!*$ #ine % (' $e:+ee

PI56('7,80% 0.& R*$i*ns

% 3' $e:+ee

% 0.e -!nsi$e+e$ "!+ t;e $esi:n !" *>t4ent

&,0.!=e t;e :+!n$ #e=e# % ,.20 4

M!4entG $e t! s+-;*+:e LL REF REF N4

M!4entG $e t! s!i# +ess+e REF REF N4

M!4ent $e t! SL REF N4

REF REF N4

REF N4

REF REF 44

REF REF 44

$RE%

Seis4i- M!4ent G $e t! /SLDL

An:#e !" inte+n*# "+i-ti!n/

C!e""ie-ient !" *-ti=e e*+t; +ess+e/ K*

M5DL@LL6

M5DL@SL6

E""e-ti=e $et; +e$. $+e

% s+t 5M7>6

Det; +!=i$e$ $+!


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R!"# #REF!

P+!=i$e 16 ,2' -7-

"/$%1&'(%"1000/1(5) 1&0*+5

Cec' for O(ert"rning

O=e+t+nin: M!4ents *t t!e i.e *t !int J

REF REF N474

Resistin: M!4ent *t J

Descri)tion W *'N+#, M *'N#,

M $e t! ste4 5)*##6 REF REF REF

M $e t! s!i# *>!=e ;ee# s#*> REF REF

M $e t! >*se s#*> REF REF

$RE% REF

FOS *:*inst !=e+t+nin: REF REF

$RE%

REF REF N474

REF N74

REF REF 4

B*se $i4ensi!n/ > REF REF 4

Hen-e e--ent+i-it e% >72x REF REF 4

>7< REF REF 4

$RE%

A+e* !" >*se/ A REF REF

se-ti!n 4!$#s/ REF REF

P+ess+e *t t!e/ , REF REF

P+ess+e *t ;ee#/ 2 REF REF

P+ess+e *t t;e n-ti!n !" ste4 )it; t!e s#*>

REF REF

A+e* !" stee# +e$/ Ast+e$

%5M7st $6

44274

Ast +! 44274

Le(er ar#*#,

Net M!4ent/ M

W

M7W % x

42

43

N742

N742

N742


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P+ess+e *t t;e n-ti!n !" ste4 )it; ;ee# s#*>

R!"# REF

Design of Toe sla!

P+ess+e intensit *t H % REF

P+ess+e intensit *t G $ REF

SF !n T!e s#*> REF REF N74

CG !" SF "+!4 G REF REF 4

BM *t G REF REF N474

C#e*+ -!=e+ t! t;e +ein"!+-e4ent in "!!tin: s#*> %


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Design of -eel sla!

Net +ess+e intensit *t K % REF

% REF

SF !n Hee# s#*> REF REF N74

CG !" SF "+!4 K REF REF 4

BM *t K REF

C#e*+ -!=e+ t! t;e +ein"!+-e4ent in "!!tin: s#*> %


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-ence )ro(ide a ./0 tic' 1all and can !e red"ced to 200 tic' at te to)

Cec' for Sliding

Ass4e -!e""i-ient !" "+i-ti!n >et)een +!- *n$ )*## % REF

T!t*# H!+i!nt*# "!+-e REF REF N74

FOS *:*inst s#i$in: REF


11/36

NO. D*te

CHECK


12/36

NO. D*te

CHECK


13/36

NO. D*te

CHECK


14/36

NO. D*te

CHECK


15/36

NO. D*te

CHECK


16/36

NO. D*te

CHECK


17/36


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18/36

Int

L +!!" % ,2.' 4

B +!!" % ,0.' 4

L B*#- % ,2.' 4

B B*#- % 2.'' 4

LL +!!" % 0.8

LL PH S#*> % ,'.0

LL B*#-!n % '.0

Densit !" C!n-+ete % 2'

Ass4in: Wi$t; !" >*""#e )*## % 0.'' 4

Len:t; !" !te+ >*""#e )*##/ , % (.20 4

Len:t; !" !te+ >*""#e )*##/ 2 % 2.3 4

Len:t; !" -ent+e >*""#e )*##/ 3 % 2.'' 4

N742

N742

N742

N743


19/36

Hei:;t !" )*## , % ,& 4

Hei:;t !" )*## 2 % 22 4

Hei:;t !" )*## 3 % 22 4

S#*> t;iness !" t;e >*#-!n s#*>7PH S#*> % 0.20 4

Load fro# s")er str"ct"re

L!*$ $e t! PH S#*> DL !n )*##, DL !n )*## 2 DL !n )*## 3 LL !n W*## , LL !n W*## 3 !n >*""#e )*## 3 %1.&'(2+2*+25+0.2+2.55$ 2'N

Li=e L!*$ "+!4 B*#-!n s#*> !n >*""#e )*## , (N

Li=e L!*$ "+!4 B*#-!n s#*> !n >*""#e )*## 2 3


20/36

N!$e L7C F!+-e N F!+-e9 N F!+-e N

20 , '.'0 3&'.(8 3.(3 0.00 0.00 0.00

2 2.,, ,.', 0.02 0.00 0.00 0.00

3 0.0' 0.&3 0.00 0.00 0.00 0.00

( 0.0' 0.2 0.0, 0.00 0.00 0.00

8 0.00 0.00 0.00 0.00 0.00 0.00

& ,03.


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2 0., 0.0, 0.00 0.00 0.00 0.00

3 0.3' 0.08 0.00 0.00 0.00 0.00

( 0.(( 0.,0 0.00 0.00 0.00 0.00

8 0.00 0.00 0.00 0.00 0.00 0.00

&


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,3 0.3& ,.&< 0.00 0.00 0.00 0.00

MA ,,0.20 3&.&0 (8.(0 0.00 0.00 0.00

MIN ,03.


23/36


24/36


25/36

NO. D*te

CHECK


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PEDSC

PROJECT 2x800 MW KHARGONE STPP

TITLE DESIGN OF BRIDGE ABTMENT


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DOC. NO. D*te

DESIGN CHECK


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Documents

Baffle wall.xlsx