design calculation for flocculator
TRANSCRIPT
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
HAZIRA OSBL INTEGRATION PROJECTPile Load Calculation St!uctu!al De"i#n Calculation" $o! %locculato! Unit
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
TABLE OF CONTENTS
1 Introduction:- 3
2 Material Stresses:- 3
3 Minimum Coer to Main !ein"orcement:- #
# Minimum T$ic%ness o" !ein"orced Concrete:- &
& Flocculator 'nit : &
5.1 Long Wall 5
5.2 Short Wall 7
5.3 Design of base Slab 9
5.4 Design of Platform (on top of lo!!"lator #op of Platform 1$4.75% 15
( )esi*n o" Flas$ Mi+er 1(
6.1 Design of &ase Slab 1'
6.2 Design of La"ner Wall 19
6.3 Design of La"ner Slab 19
6.4 Pile Loa )al!"lation or lo!!"lator 2$
6.5 Design of Pile )ap 24
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
1 Introduction:-
One nu'(e! o$ %locculato! Unit )a*e (een +!o*ided a" +e! +!oce"" !e,ui!e'ent. T)i" tan- i"
!ectan#ula! tan- /it) "ide /ate! de+t) o$ 0.12' includin# $!ee (oa!d.
T)e 3all i" de"i#ned u"in# di!ect coe$$icient" in IS 44567Pa!t I8.
All "t!uctu!al ele'ent" in contact /it) /ate! a!e de"i#ned a" unc!ac-ed "ection a" +e! IS 4456
u"in# /o!-in# "t!e"" 'et)od. See Ta(le 1 and 9 o$ IS 4456 Pa!t II
T)e %locculato! Unit i" "u++o!ted on Pile
2 Material Stresses:-
Conc!ete G!ade M46
Steel G!ade %e012
Soil ,roerties adoted in t$e desi*n:-
An#le o$ Inte!nal %!iction 46 De#!ee
:%o! cantile*e! /all"; Coe$$icient Acti*e +!e""u!e 6.44 &a
:%o! +!o++ed< ci!cula! 3all"; P!e""u!e at Re"t 6.26 &!:%o! Co'+utation o$ Load"; 3ei#)t o$ Soil 96 -N
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Le*e! a!' $acto! (alanced Sec. 6.?5
A"t@ : M 166666;
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
%oundation" F7
Botto' To+ 52 ''Side" 52 ''
Retainin# 3all" Ba"e'ent Pit 3all"F7
%ace in Contact /it) Soil 46 ''
%!ee $ace 46 ''
Li,uid !etainin# St!uctu!e"
%ace in contact /it) li,uid 26 ''
%ace in contact /it) Soil 06 ''
# Minimum T$ic%ness o" !ein"orced Concrete:-
%ollo/in# 'ini'u' t)ic-ne""e" o$ t)e 'e'(e!" /ill (e +!o*ided
3all" Li,uid !etainin# St!uctu!e" 966.66 ''
Botto' Sla( li,uid !etainin# "t!uctu!e" 966.66 ''
3all" %oundation" : at (a"e "la( /all unction; 466.66 ''
Roo$ "la( o$ Li,uid !etainin# "t!uctu!e" 126.66 ''
Launde! (a"e "la( /all 126.66 ''
%loo!" !oo$ "la( /al-/a=" cano+= "la(" 966.66 ''Unde! #!ound Pit" etc. 966 ''
%ootin#" at ed#e 966 ''
%ootin# at colu'n $ace 466 ''
Colu'n"F7 3idt) 466 ''
De+t) 466 ''
Bea'"F7 3idt) 466 ''
De+t) 466 ''
& Flocculator 'nit :
Design of Walls
Length of the Long Wall * 4.9$ m
Length of the Short Wall * 4.52 m
Li+"i Depth * 4.15 m
Long Wall (,atio% * 4.9$ - 4.15 * 1.1'
&1 Lon* 6all
#he all ill be esigne as #hree /ges i0e an #op /ge ree (See S337$ Part
%
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Case I : 6$en Tan% Is Full /it$ Li7uid and no outside Eart$ E+ist
erti!al oment the &ase of the Wall * $.$437 0 1$ 0 4.153
* 31.23 m (#ension on Li+"i a!e%
#hi!ness ,e+"ire base of Wall * S+rt(31.23 0 1$$ - 3 %0 1$
* 323 mm
8oriontal oment iSpan #op of Wall * $.$133 0 1$ 0 4.153
* 9.54 m (#ension on /arth a!e%
#hi!ness ,e+"ire #op of Wall ispan * S+rt(9.54 0 1$$ - 3% 0 1$
* 17' mm
8oriontal oment )orner * $.$34' 0 1$ 0 4.153
( 2.1m epth from top% * 24.'7 m #ension on Li+"i
a!e%
8oriontal oment )orner * $.$26$ 0 1$ 0 4.153
(top of all% * 1'.5' m #ension on Li+"i a!e%
#hi!ness ,e+"ire #op of Wall * S+rt(1'.5' 0 1$$ - 3% 0 1$
* 24'.'6 mm
,roide 3& mm T$ic% 8 0ase uni"orml9 ar9in* to 2& mm at to o" /all
!ein"orcement Calculation
ertical Steel On Li7uid Face
:rea of Steel ,e+"ire * ;(31.23 0 1$$$$-($.'7 0 15$$ 0 (35
5$.5%%< 0 1$$
* '11 S+.mm
,roide ; 1 82 c Be9ond 1m roide ; 1 8 2 c $ence roide Minimum
!ein"orcement on Li7uid "ace 8 mid san ;18 2c
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
:rea of Steel ,e+"ire )orner * ;(24.'7 0 1$$$$%-($.'7 0 15$$ 0
(3$5$.5%%< 0 1$$
( 2.1$m epth from #op% * '1$ S+.mm
8oriontal Steel ,e+"ire (Dire!t #ension% * '1$ = 32 * '42 s+.mm
(or ,- !al!"lation of Dire!t #ension See &elo%
,roide ; 12 8 2 c
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Area o" Steel !e7uired #4 + 1 < 1& + 1
32 S7mm When #an s "ll ith Li+"i an no o"tsie /arth /0ist.
erti!al oment the &ase of the Wall * $.$393 0 1$ 0 4.153
* 2'.1$ m (#ension on Li+"i a!e%
8oriontal oment iSpan #op of Wall * $.$112 0 1$ 0 4.153
* 7.9' m (#ension on /arth a!e%
8oriontal oment )orner * $.$319 0 1$ 0 4.153
( 2.1m epth from top% * 22.79 m (#ension on Li+"i
a!e%
8oriontal oment )orner * $.$22$ 0 1$ 0 4.153
(top of all% * 15.7$ m (#ension on Li+"i a!e%
T$ic%ness Calculation
#hi!ness ,e+"ire base of Wall * S+rt(2'.1$ 0 1$$ - 3%
* 3$7 mm
#hi!ness ,e+"ire #op of Wall * S+rt(15.7$ 0 1$$ - 3%
* 229 mm
,roide 3& mm T$ic% 8 0ase uni"orml9 ar9in* to 2& mm at to o" /all
!ein"orcement Calculation
On Li7uid Face
ertical Steel
:rea of Steel ,e+"ire * 2'.1$ 0 1$$$$ 0 1$$ - $.'7 0
15$$ 0 (355.$$.5%
* 73$ S+.mm
,roide ; 1 82 c
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
?ori@ontal Steel 8 Mid San
As t$ere is no eart$ on t$e ot$er "ace> t$ere s$all 0e no $ori@ontal
moment on t$e Li7uid "ace 8 mid san> $ence roide Minimum
!ein"orcement on Li7uid "ace 8 mid san
,roide ; 1 8 2 c
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Area o" Steel !e7uired &1 + 1 < 1& + 1
3# S7mm
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
oment 1.36 m from Wall 2
* 44.4$ 0 1.36 61.5$ 0 1.36 0 1.36 - 2
* 3.$51 m (#ension on &ottom a!e%
et oment * Short Wall oment B oment 1.36 m from
Wall2
* 2'.1$ 3.$51
* 25.$5 m (#ension on &ottom a!e%
#hi!ness ,e+"ire * S+rt (25.$5 0 1$$ -3%
* 29$ mm
Proie '$$ mm #hi! &ase Slab
,einfor!ement )al!"lation
:rea of Steel ,e+"ire * ;(25.$5 0 1$$$$% - ($.'7 0 19$$ 0 ('$ B 4 B
$.5%%< 0 1$$
* 2$1 s+.mm
Proie E 1$ 2$$ !-! = E12 2$$!-! Steel on &oth Wa?s on &oth a!e of &ase
Slab.
)esi*n o" Beam
a0im"m oment on &eam * 7'.76 0 4.9 0 4.9 - 12
* 157.5' m
#hi!ness ,e+"ire * S+rt ( 157.5' 0 1$$$$ - 3.$ 0 45%
* 1$'$ mm
Proie 45$ mm 011$$ mm &eam at 2.4$ m from Wall 1
,einfor!ement )al!"lation
:rea of Steel ,e+"ire * 7'.76 0 1$$$$ - $.'7 0 15$$ 0 (11$ B
4 B 1%
* 574 S+.mm
Proie 4 os E 16 &ar as #ension ,einfor!ement on &ottom a!e of the &eam%
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Proie E ' 15$ mm )-) Shear ,einfor!ement along the length of the beam.
Page 12of 26
35$ 35$
35$
E 1$ 2$$ !-! =
E 1$ 2$$ !-!
1$$
$
Long Wall
E 1$ 2$$ !-! =
E 1$ 2$$ !-!
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Page 13of 26
35$ 35$
25$
35$
E 1$ 2$$
!-!
E 1$ 2$$
!-!
E 1$ 2$$
!-! = E 12
2$$ !-!1$$
$
415
$
E1$
2$
$
!-!on
E
1$
2$$!-!
8
oriontal,einfor!emntonL+"i(
a!e
Long Wall
E 1$ 2$$
!-! = E 12
2$$ !-!
8
oriontalreinfor!ementon
F
thera!e
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Page 14of 26
35$ 35$
25$
35$
E 1$ 2$$
!-!
E 1$ 2$$
!-!
E 1$ 2$$
!-! = E 12
2$$ !-!1$$
$
415
$
E1$
2$
$
!-!on
Short Wall
E1$
2$$!-!
8or
iontal,einfor!ementonLi+"i(
a!e
8oriontalreinfor!ementon
Fth
era!e
E 1$ 2$$
!-! = E 12
2$$ !-!
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
)esi*n o" ,lat"orm on to o" Flocculator To o" ,lat"orm 1#4&.
With of the Platform * 1.$ m
Page 15of 26
Short Wall
E 1$ 2$$
E 12 2$$
!-! /0tra
25$ mm #hi!
25$mm#
hi!
Wall
)F,/, D/#:LS
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
#hi!ness of Platform Slab * 15$ mm
Length of the Platform * 4.52 m
Loas
Self Weight of Platform Slab * $.15 0 25 * 3.75
-s+.m
Lie Loa * 3.$ -s+. m
#otal Loa * (3.75 0 1% = ( 3.$%
* 6.75 -s+.m
#he Platform Slab ill be esigne a )antileer s"pporte on &eam
a0im"m oment * 0 L2 - 2
* 6.75 0 $.5 0 $.5 - 2
* $.'5 m
#hi!ness ,e+"ire * S+rt ($.'5 0 1$$-3% 0 1$
* 53.2 mm @ 15$ mm 8en!e F
:st ,e+"ire * $.'5 0 1$$$$ - $.'7 0 15$$ 0 (15 B 2.5$.5%
* 54.27 s+.mm
Proie E 1$ 2$$ !-! on &oth fa!e &oth a?s of the Platform Slab.
Design of &eam
Weight of &eam * $.4 0 $.6 0 25 * 6.$
-m
Loa * 12.75 -m
a0im"m oment * 0 L2- '
a0im"m oment * 12.75 0 4.52 0 4.52 - '
* 32.56 m
#hi!ness ,e+"ire * S+rt(32.56 0 1$$$$ - 3 0 4$%
* 52.$' !m (521 mm%
Proie 4$$ mm 0 6$$ mm &eam to s"pport Platform
Proie 3E12 on #op a!e of &eamG an 3 E16 on &ottom fa!e of &eam
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Proie E ' 2$$ !-! Shear reinfor!ement along the length of the beam.
( )esi*n o" Flas$ Mi+er
Sie of lash i0er * 1.' 0 1.' 0 1.' m eep
,atio * 1.'-1.' * 1.$
#he all ill be esigne as #hree eges H0e an #op /ge free
)ase > When #an s "ll ith Li+"i an no o"tsie /arth /0ist.
erti!al oment the &ase of the Wall * $.$35$ 0 1$ 0 1.'3
* 2.$4 m (#ension on Li+"i a!e%
8oriontal oment iSpan #op of Wall * $.$$9$ 0 1$ 0 1.'3
* $.52 m (#ension on /arth a!e%
8oriontal oment )orner * $.$29$ 0 1$ 0 1.'3
( $.9m epth from top% * 1.69 m (#ension on Li+"i a!e%
8oriontal oment )orner * $.$1'$ 0 1$ 0 1.'3
(top of all% * 1.$5 m (#ension on Li+"i a!e%
#hi!ness ,e+"ire base of Wall * S+rt(2.$4 0 1$$ - 3%
Page 17of 26
15$
45$
1$$$
4$$
E 1$ 2$$ !-!
E 1$ 2$$ !-!
3os. E 16
3os. E 12
E ' 2$$ !-!
#op of Platform1$4.75
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
* '2.46 mm
#hi!ness ,e+"ire #op of Wall * S+rt(1.$5 0 1$$ - 3%
* 6$ mm
Proie 15$ mm #hi! all all :long the 8eight of the all
:rea of Steel ,e+"ire (erti!al% * 2.$4 0 1$$$$ - $.'7 0 15$$ 0 (152.5
B $.5%
* 13$ s+.mm
Proie E 1$ 2$$ !-! erti!al an 8oriontal Steel both a?s on both fa!e of the all
Dire!t #ension
Dire!t #ension on Wall * (1-2% 0 8 0 L
Where * Densit? of Li+"iG 8 * 8eight of Wall I L * Length of Wall perpeni!"lar
to all "ner !onsieration
Dire!t #ension on Short Wall * $.5 0 1$ 0 1.' 0 1.' * 16.2 -m
Dire!t #ension per Wall * 16.2 - 2 * '.1
-m
:rea of Steel ,e+"ire * '.1 0 1$$$$$ - 15$ 0 1$$* 54
S+.mm-m
(1 )esi*n o" Base Sla0
Loas
Sl. Weight of Slab * $.2 0 25 * 5.$ -s+.m
Water Loa * 1.' 0 1$ * 1'.$ -s+.m
#otal * 23.$ -s+.m
#he &ase Slab ill be esigne as #o a? SlabG ith o"r eges is!ontin"o"s
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Length of the Slab * 1.'$ m
With of the Slab * 1.'$ m
,atio * 1.'$ - 1.'$ * 1.$
Short Span oment * $.$56 0 23.$ 0 1.'2
* 4.17 m
Long Span oment * $.$56 0 23.$ 0 1.'2
* 4.17 m
oment i Span * / (Wall% B Slab oment
* 2.$4 B 4.17
* 2.13 m #ension on &ottom a!e
#hi!ness ,e+"ire* S+rt (2.13 0 1$$-3%
* '5.$ mm
Proie 15$ mm #hi! &ase Slab.
,einfor!ement )al!"lation
:st ,e+"ire * 2.13 0 1$$ - $.'7 0 15$$ 0 (15 B 2.5 $.5%
* 136 s+.mm
:st ,e+"ire in * $.16 0 1$$$ 0 15$ - 1$$
* 24$ s+.mm
Proie E1$ 2$$ !-! both a?s on both fa!e of the &ase Slab
(2 )esi*n o" Launder 6all
8eight of the La"ner Wall * $.9$ m
#he all ill be esigne as erti!al )antileer all
oment the base of the all * 1$ 0 $.9$3- 6
* 1.215 m
#hi!ness ,e+"ire * S+rt(1.215 0 1$$ - 3%
* 63.6 mm
Proie 15$ mm thi! La"ner Wall
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
,einfor!ement B Proie E 1$ 2$$ !-! erti!al an 8oriontal ,einfor!ement on ea!h
fa!e of the all
(3 )esi*n o" Launder Sla0
Loa
Weight of the Wall * $.15 0 $.9 0 1 0 25 * 3.375 -m (Point Loa%
Selfeight of slab * $.15 0 1.$ 0 25 * 3.75 -m (CDL%
Water Loa * $.9$ 0 1 0 1$ * 9.$$ -m (CDL%
#otal * 12.75 -m
oment at the H0e en of the La"ner Slab
* (12.75 0 $.5 0 $.5 - 2% = 3.375 0 $.575 =1.215
* 4.75 m
#hi!ness ,e+"ire * S+rt(4.75 0 1$$-3%
* 125.' mm
Proie 15$ mm thi! La"ner &ase Slab.
,einfor!ement B Proie E1$ 2$$ !-! both a?s on both fa!e of the La"ner &ase slab
(# ,ile Load Calculation For Flocculator
:ss"mption
Page 2$of 26
24$$
14$
$
2$5$
335
$195
$
237
5
P3
P2
P1/P1
/P2
/P3 /P6
/P5
/P4
&/:45$0
11$$
237
514$
$
P4
273$
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Wall * 35$ mm #h at &ottom an 25$ mm #h at top
&ase Slab * 35$ mm #h
&eam * 45$ mm 0 124$ mm
Pile )ap * 1$$$ mm 0 1$$$ mm 0 1$$$ mm
ote > :0ial Loa )apa!it? of e Pile * 3$$ ( 3$ #on% Pile Dia 5$$mm (#?pe %
(See Pile )apa!it? an S&) for o"nationDesign
#?pe &ore )ast in sit" (Short Piles% BDg o. )53'6$$$$1 B #?pi!al Details for
&ore )ast in Sit" Piles%
:0ial Loa )apa!it? of /0isting Pile * 6$$ (6$ #on% 3$$mm S+"are Pile(/0isting%
(See Plant Plot Plan/+"ipment La?o"t for
/#P :"gmentation Pa!age Dg. o.
1$P3JD$$1$$1G for sie an !apa!it? of
/0isting Pile%
Loa on Pile P1
Weight of Wall * ;(2.73 = 2.375% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *79.45
Weight of &ase Slab * (2.73-2% 0 (2.375-2% 0 $.'$ 0 25 *32.41
Weight of Water * (2.73-2% 0 (2.375-2% 0 4.15 0 1$ * 67.27
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$
#otal * 2$4.13
@ 3$$
Loa on Pile P2Weight of Wall * (2.375% 0 (($.35=$.25%-2% 0 4.15 0 25 *
73.92
Weight of &ase Slab * (2.73-2% 0 (2.375% 0 $.'$ 0 25 *64.'2
Weight of Water * (2.73-2% 0 (2.375% 0 4.15 0 1$ * 134.54
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$
#otal * 29'.2'
@ 3$$ Loa on Pile P3
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Weight of Wall * ;(2.73 = 2.375% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *79.45
Weight of &ase Slab * (2.73-2% 0 (2.375-2% 0 $.'$ 0 25 *14.1'
Weight of Water * (2.73-2% 0 (2.375-2% 0 4.15 0 1$ * 67.27
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$
#otal * 2$4.13 @ 3$$
Loa on Pile P4
Weight of Wall * ;(1.95 = 2.$5%< 0 ($.15% 0 1.'$ 0 25 *27.$$
Weight of &ase Slab * (2.$5-2% 0 (2.1$-2% 0 $.15 0 25 *4.$4
Weight of Water * (2.$5-2% 0 (2.1$-2% 0 1.'$ 0 1$ * 19.37
Weight of )ol"mn * ($.4$% 0 ( $.4$% 0 (2.'$% 0 25 * 11.2$
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$ #otal * '6.6
@ 3$$ Loa on Pile /P1
Weight of Wall * ;(2.4$ = 1.4$% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *59.15
Weight of &ase Slab * (2.4$-2% 0 (1.4$-2% 0 $.'$ 0 25 *16.'$
Weight of Water * (2.4$-2% 0 (1.4$-2% 0 4.15 0 1$ * 34.'6
Weight of La"ner Wall * (1.4$ = $.5$% 0 $.15 0 $.9 0 25 * 6.41
Weight of La"ner Slab * (1.4$% 0 ($.15% 0 $.5$ 0 25 *2.63
Weight of Water * (1.4$% 0 ($.5$% 0 ($.9$% 0 1$ * 6.3$ (La"ner%
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$
#otal * 151.15 @ 6$$
Loa on Pile /P2
Weight of Wall * ;(3.35 = 1.4$% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *73.92
Weight of &ase Slab * ;(3.35 = 1.4$%-2< 0 (2.4$-2% 0 $.'$ 0 25 *57.$$
Weight of Water * ;(3.35 = 1.4$%-2< 0 (2.4$-2% 0 4.15 0 1$ * 11'.2'
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Weight of La"ner Wall * ;(1.4$ = 3.35%-2< 0 $.15 0 $.9$ 0 25 * '.$2
Weight of La"ner Slab * ;(1.4$ = 3.35%-2< 0 $.15 0 $.5$ 0 25 *
4.45
Weight of Water * ;(1.4$ = 3.35%-2< 0 ($.5$% 0 ($.9$% 0 1$ * 1$.6' (La"ner%Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$
#otal * 297.35 @ 6$$
Loa on Pile /P3
Weight of Wall * ;(3.35 = 2.4$% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *'9.4'
Weight of &ase Slab * (3.35-2% 0 (2.4$-2% 0 $.'$ 0 25 *
4$.2$ Weight of Water * (3.35-2% 0 (2.4$-2% 0 4.15 0 1$ * '3.42
Weight of La"ner Wall * (((3.35%-2%$.75% 0 $.15 0 $.9$ 0 25 * 3.12
Weight of La"ner s"mp* ($.75=$.75=$.75% 0 $.15 0 2.3 0 25 *19.4$
Weight of La"ner Slab * (((3.35%-2%$.75% 0 $.15 0 $.5$ 0 25 *1.73 Weight of La"ner s"mp* ($.75% 0 ($.75% 0 $.15 0 25 *2.11 Slab
Weight of Water * (((3.35%-2%$.75% 0 $.5$ 0 $.9$ 0 1$ * 4.16 (La"ner%Weight of La"ner s"mp* ($.75% 0 ($.75% 0 2.3$ 0 1$ *
12.94 SlabWeight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$
#otal * 2'1.56 @ 6$$
Loa on Pile /P4
Weight of Wall * ;(2.4$ = 2.73% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *79.'4
Weight of &ase Slab * ;(2.4$ = 2.73% -2< 0 (1.4$-2% 0 $.'$ 0 25 *35.91
Weight of &eam * (1.4-2% 0 ($.45 0 1.25% 0 25 * 9.'4
Weight of Water * ;(2.4$ = 2.73% -2< 0 (1.4$-2% 0 4.15 0 1$ *74.51
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$ #otal * 225.1$
@ 6$$
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
Loa on Pile /P5
Weight of &ase Slab * ;(2.4$ = 2.73% -2< 0 ((3.35 = 1.4$%-2% 0 $.'$ 0 25 *
9'.'1
Weight of &eam * ((1.4 = 3.35%-2% 0 ($.45 0 1.25% 0 25 * 33.4$
Weight of Water * ;(2.4$ = 2.73% -2< 0 ((3.35 = 1.4$%-2% 0 4.15 0 1$ *2$5.$3
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$ #otal * 362.24
@ 6$$ Loa on Pile /P6
Weight of Wall * ;(2.4$ = 2.73% -2< 0 (($.35=$.25%-2% 0 4.15 0 25 *79.'4
Weight of &ase Slab * ;(2.4$ = 2.73% -2< 0 (3.35-2% 0 $.'$ 0 25 *'5.92
Weight of &eam * (3.35-2% 0 ($.45 0 1.25% 0 25 * 23.56
Weight of Water * ;(2.4$ = 2.73% -2< 0 (3.35-2% 0 4.15 0 1$ *17'.2'
Weight of Pile )ap * 1 0 1 0 1 0 25 * 25.$$ #otal * 392.6$
@ 6$$ ?ori@ontal Load
)onsiering 15K 8oriontal Loa (Fn a )onseratie Sie%
Lateral Loa )apa!it? * 5 #on (n!rease &? 25K for single pile for /arth+"ae - WinLoa%
a0im"m erti!al Loa on e Pile * 34'.9'
8oriontal Loa * $.15 0 34'.9' * 52.35 @ 62.5 (1.25 0 5$ (5 #on%%
a0im"m erti!al Loa on /0isting Pile * 392.6$
8oriontal Loa * $.15 0 392.6$ * 5'.'9 @ 62.5 (1.25 0 5$ (5 #on%%
Tension Load
o SigniH!ant #ension orth mentioning "e to the arrangement of pilesG baseG pile !apsan ties in the form of allsG hi!h are a!ting as eep beams. 8en!e at oor leel it a!t
as rigi bo? therefore the loa is therefore as shear onl?G mainl? res"lting in
insigniH!ant tension in pile.
#otal erti!al Loa(Donar%
Loa on Pile P1 = P2 = P3 = P4 = /P1 = /P2 = /P3 = /P4 = /P5 =/P6 (or al"es
see aboe%
#otal erti!al Loa * 25$5
)onsiering 15K of #otal erti!al /+"ialent to Seismi! Loa
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
8en!e /+"ialent Seismi! Loa * $.15 0 25$5 * 376 (a!ting at i 8eight
i.e 4.15-2*2.$75%
oment "e to Seismi! Loa * 376 0 2.$75 * 7'$.2
/+"ialent erti!al Cpar an Donar Loa * 7'$.2 - 5.13 * 152.1$
Loa Per Pile(P1G P2 I P3% (erti!al Cp an Don% * 152.1$ - 3.$ *
5$.7$
#ension )apa!it? of Pile * 75 (7.5 #on% M 5$.7$
Fnl? 3 os piles hae been !onsiere to share the erti!al "par-onar loa
e+"all?G b"t some part of the erti!al "par an onar loa ill also be taen b?pile P4
8en!e a0im"m erti!al onar loa on Pile P2 * 29'.2' = 5$.7$ *
34'.9' @ 375
8oeer a0im"m erti!al onar loa on Pile P2 ill less than 34'.9'G sin!e some
loa ill be taen b? Pile P4
(& )esi*n o" ,ile Ca
or e Pile B 5$$ mm ia
a0im"m erti!al Loa * 34'.9' N (Sa? 35$ %
Proie 1$$$ 0 1$$$ 0 11$$ mm Pile !ap for e pile (5$$ mm ia #?pe %.
)he! for Shearominal Shear stress * 35$ 0 1$$$ -4 0 (5$$ = 11$$% 0 (11$$ B 4$
B 125%
* $.$7 -s+.mm
:rea of Steel Proie E12 2$$ !-!
PK (Per!entage Steel Proie% * $.$'
See SP 16 Permissible shear stress for PK
Permissible Shear Stress * $.33 M $.$7 8en!e F.
or /0isting Pile B 6$$ mm S+"are ile (3$$ mm S+"are Pile%
a0im"m erti!al Loa * 392.6$ N (Sa? 4$$ %
Proie 1$$$ 0 1$$$ 0 11$$ mm Pile !ap for /0isting pile.
)he! for Shear
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PROJECT: HAZIRA OSBL INTEGRATION PROJECT DOCUMENT NO. DATE
TITLE:Pile Load Calculation St!uctu!al De"i#n
Calculation" $o! %locculato! UnitDESIGNED
CHEC&ED
ominal Shear stress * 4$$ 0 1$$$ -4 0 (5$$ = 11$$% 0 (11$$ B 4$B 125%
* $.$' -s+.mmPermissible Shear Stress * $.33 M $.12 8en!e F