contiguous pile
TRANSCRIPT
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Project Proposed 3B+G+15+HC Contiguous Pile
Res./Comm. Building Made by Date Job No.
Client Hamad Ali H. Aldubikhi bj 22/12/13 tender
Location Plot no. RC!""# $ubai %and Checked Revision Pae No.
$ubai &A' ! " 1
Design of Pile Reinforcement #$"" %%
&'cavation De(th )%* !1+.,+
Ma'. -endin Mo%ent (er %eter )kN%/%* +".3" ( anal)sis *rom ReaR$ ,.5
".$3
Ma'. -endin Mo%ent (er (ile )kN%/(ile* 1.0
Load actor 1.+"
,2.10 ———→ )1.00$ ' 1.+*
Pile Dia%eter h )%%* $""
lti%ate 4'ial Load N )kN* "
Concrete Cover )%%* 0+
"
,"
0+"
".3
".""
".,
val5e obtain 6ro% the ra(h 1.""
Steel Required
7 o6 the (ile cross section area 1.""
,3,2.""
Steel Provided
-ar Dia%eter )%%* 32
N5%ber o6 bars 1
4rea o6 steel (rovided )%%8* 10,., 9,3,2%%8 ü
:(acin o6 (iles center to center a )%*
%a e en n o%en 5
%
Concrete Desin :trenth 6 cd
)N/%%²*
:teel Desin :trenth 6 yd
)N/%%²*
hs
)%%*
hs/h
N / h² )N/%%8*
M5 / h³ )N/%%8*
)4sc
/4c*
:teel section area )%%²*
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Conti5o5s (ile v1." ; 2"12 -eja
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Project Proposed 3B+G+15+HC Secant Pile Design
Res./Comm. Building Made by Date Job No.
Client Hamad Ali H. Aldubikhi bj 22/12/13 tender
Plot no. RC!""# $ubai %and Checked Revision Pae No.
Location $ubai &A' ! " 2 o6 2
Shear Reinforcement #$"" %%
2"0.," ( anal)sis *rom ReaR$ ,.5
2$.," ———→ )= ' a ' 1.+*
,3,103
10,.,
2.2
".3
"., ———→
Note>
1. ?6 @ A ".+@c No shear rein6orce%ent is reB5ired
2. ? ".+@c A @ A @c". Mini%5% shear rein6orce%ent to be (rovided
———→ eBn. 1
3. ? @ 9 @c". :hear rein6orce%ent to be (rovided ill be
———→ eBn. 2
".+ @c @ @c".
".2 A "., A 1.23 use e-n. 1
123.+0 ———→ 4s )reB5ired* E ) ". F bv F :v * / )".$+ F 6y*
1+0." ü # )%%* s(acin area
1" 1+" 1+0."
Larest actored :hear orce = )kN/%*
lti%ate :hear orce =5lt
)kN*
4rea o6 Concrete 4c )%%²*
4rea o6 :teel 4s )%%²*
1"" 4s/ 4
c
@c
B011" PAR21 2AB%' 3.04
:hear :tress @ )N/%%²* 5lt
c
4s )reB5ired*
E ) ". F bv F :v * / )".$+ F 6y*
4: )reB5ired*
E ) bv F :v * F )@!@c* / )".$+ F 6y*
4rea o6 steel reB5ired 4sv
)%%²*
4rea o6 steel (rovided 4s(
)%%²*
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Conti5o5s (ile v1." ; 2"12 -ej
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Project Proposed 3B+G+15+HC Secant Pile Design
Res./Comm. Building Made by Date Job No.
Client Hamad Ali H. Aldubikhi bj 22/12/13 tender
Plot no. RC!""# $ubai %and Checked Revision Pae No.
Location $ubai &A' ! " 3
Anchor Design
:(acin o6 4nchors 2. %
?nclination o6 4nchors 3"."G
4nchor orce )5n6atored* +.0 kN/% ( anal)sis *rom ReaR$ ,.5
actor o6 :a6ety 1.,"
Ma' 4nchor orce 2,3." kN
Dia%eter o6 4nchor 1"1." %%
Hy(e o6 strand 5sed 1+.2 %%
-reakin orce 6or each strand 232." kN B0"010#4
Nos. o6 strands reB5ired 1.1
Pro(osed nos. o6 strands 2."
Load (er :trand 131.+ kN
Design for Grout Body Length
Ma'. 4nchor Load2,3." kN
Dia%eter o6 -orehole 1"1." %%
lti%ate bond stress ". N/%%8 B0"010# !ig. "4
i'ed 4nchor Lenth 2."0 %
Consider i'ed 4nchor Lenth as ,."" %
Check for Strand/Bond Stress
Ma'. 4nchor Load 2,3." kN
Nos. o6 strands 2."
Dia%eter o6 strand 1+.2
i'ed 4nchor Lenth ,."" %
lti%ate -ond stress "., N/%%8
"., N/%%8 A 2 N/%%8 ü B 0"010# C% .3.,4
E
d E
! E
L E ——→ LEH/)dFIF*
L E
E
" E
Ø E
L E
ε E ——→ KEH/FØFNFl
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secant (ile v1.2 ; 2"12 -ejay -
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Project Proposed 3B+G+15+HC Secant Pile Design
Res./Comm. Building Made by Date Job No.
Client Hamad Ali H. Aldubikhi bj 22/12/13 tender
Plot no. RC!""# $ubai %and Checked Revision Pae No.
Location $ubai &A' ! " 3
Anchor Design
:(acin o6 4nchors 2. %
?nclination o6 4nchors 3"."G
4nchor orce )5n6atored* 111.1 kN/% ( anal)sis *rom ReaR$ ,.5
actor o6 :a6ety 1.,"
Ma' 4nchor orce $0.0 kN
Dia%eter o6 4nchor 1"1." %%
Hy(e o6 strand 5sed 1+.2 %%
-reakin orce 6or each strand 232." kN B0"010#4
Nos. o6 strands reB5ired 2.1
Pro(osed nos. o6 strands ."
Load (er :trand 12. kN
Design for Grout Body Length
Ma'. 4nchor Load$0.0 kN
Dia%eter o6 -orehole 1"1." %%
lti%ate bond stress ". N/%%8 B0"010# !ig. "4
i'ed 4nchor Lenth 3.$2 %
Consider i'ed 4nchor Lenth as ,."" %
Check for Strand/Bond Stress
Ma'. 4nchor Load $0.0 kN
Nos. o6 strands ."
Dia%eter o6 strand 1+.2
i'ed 4nchor Lenth ,."" %
lti%ate -ond stress ".3 N/%%8
".3 N/%%8 A 2 N/%%8 ü B 0"010# C% .3.,4
E
d E
! E
L E ——→ LEH/)dFIF*
L E
E
" E
Ø E
L E
ε E ——→ KEH/FØFNFl
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secant (ile v1.2 ; 2"12 -ejay -
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Project Proposed 3B+G+15+HC Secant Pile Design
Res./Comm. Building Made by Date Job No.
Client Hamad Ali H. Aldubikhi bj 22/12/13 tender
Plot no. RC!""# $ubai %and Checked Revision Pae No.
Location $ubai &A' ! " 3
Anchor Design
:(acin o6 4nchors 2. %
?nclination o6 4nchors 3"."G
4nchor orce )5n6atored* 3"$.$ kN/% ( anal)sis *rom ReaR$ ,.5
actor o6 :a6ety 1.,"
Ma' 4nchor orce 13. kN
Dia%eter o6 4nchor 1"1." %%
Hy(e o6 strand 5sed 1+.2 %%
-reakin orce 6or each strand 232." kN B0"010#4
Nos. o6 strands reB5ired ,."
Pro(osed nos. o6 strands $."
Load (er :trand 1+.3 kN
Design for Grout Body Length
Ma'. 4nchor Load13. kN
Dia%eter o6 -orehole 1"1." %%
lti%ate bond stress ". N/%%8 B0"010# !ig. "4
i'ed 4nchor Lenth 1".$ %
Consider i'ed 4nchor Lenth as 12."" %
Check for Strand/Bond Stress
Ma'. 4nchor Load 13. kN
Nos. o6 strands $."
Dia%eter o6 strand 1+.2
i'ed 4nchor Lenth 12."" %
lti%ate -ond stress ".20 N/%%8
".20 N/%%8 A 2 N/%%8 ü B 0"010# C% .3.,4
E
d E
! E
L E ——→ LEH/)dFIF*
L E
E
" E
Ø E
L E
ε E ——→ KEH/FØFNFl
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secant (ile v1.2 ; 2"12 -ejay -
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Project Al 6aktoum Hospital Sheet Pile Design
Rede7elopment Made by Date Job No.
Client asl Asset 6anagement Group bj 21/"/2"13 tender
Plot no. 110 88 9ai* Checked Revision Pae No.
Cons5ltant $ubai &A' ! " +
#aterial Pro$erties
2,+.""
actor o6 :a6ety 1.+"
10,.,0
%alling Beams &'st layer anchor(
-ea% Hy(e PN 2," ———→ 2,"'$"'3 k/%
2."
+.0" ( anal)sis *rom ReaR$ ,.5
3.3+ ———→
N/4
N/4 N/4 N/4 #N##
%alling Beams &)nd layer anchor(
-ea% Hy(e PN 2," ———→ 3"+'3"+'$0 k/%
2."
111.1" ( anal)sis *rom ReaR$ ,.5
02.+$ ———→
2$".""
".2+ 2+ M(a A 6yd ü
%alling Beams &*rd layer anchor(
-ea% Hy(e PN 2," ———→ 3"+'3"+'$0 k/%
2."
3"$.$" ( anal)sis *rom ReaR$ ,.5
2"2.0 ———→
2$".""
ield :trenth )%Pa* 6 y
4lloable :trenth )%Pa* 6 yd
-ea% Lenth L )%*
Load on bea% B )kN/%*
Ma'. -endin Mo%ent M )kN%* Bl²/12
:ection Mod5l5s 2O )c%³*
:tress )ton/c%²*
-ea% Lenth L )%*
Load on bea% B )kN/%*
Ma'. -endin Mo%ent M )kN%* Bl²/12
:ection Mod5l5s 2O )c%³*
:tress )ton/c%²*
-ea% Lenth L )%*
Load on bea% B )kN/%*
Ma'. -endin Mo%ent M )kN%* Bl²/12
:ection Mod5l5s 2O )c%³*
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".0" 0" M(a N/4 ü
sheet (ile v1.1 ; 2"12 -ejay -er%5de<
:tress )ton/c%²*
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Project Proposed ,B+G+6+3+R Sheet Pile Design
Commer:ial Building Made by Date Job No.
Client Ali ai* ;hali*an Bel<a*la bj 13/"0/2"13 tender
Plot no. 3333# Al Bada Checked Revision Pae No.
Cons5ltant $ubai &A' ! " 3
#aterial Pro$erties
20+.""
actor o6 :a6ety 1.+"
13.33
#aterial Pro$erties
:tr5t Hy(e (ro6ile ———→ 3"+'3"+'$0 k/%
123.""
222+".""
1+.""
33.1" ( anal)sis *rom ReaR$ ,.5
A+ial Strut Load
3".""
L R
%
F4nalysis is attached by PRQQN
%alling Beams &,orst case(
-ea% Hy(e (ro6ile ———→ 3"+'3"+'$0 k/%
———→
ield :trenth )%Pa* 6 y
4lloable :trenth )%Pa* 6 yd
:tr5t area )c%²*
Mo%ent o6 ?nertia )c%*
:ection Mod5l5s O )c%³*
:tr5t orce str5t
)kN*
4nle o6 :tr5t Ø, (°)
Oorst case s(acin o6 str5t a )%* aave
E
:tr5t orce 2str5t
)kN/%*
4'ial :tr5t orce )kN*
-ea% Lenth L )%*
Load on bea% B )ton/%*
Ma'. -endin Mo%ent M )ton.%*
:ection Mod5l5s O )c%³*
:tress )ton/c%²*
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sheet (ile v1.1 ; 2"12 -ejay -er%
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-niversal Beams to BS. Part' '* 0 Dimensions 1 Pro$erties
Designation
Thickness
Web Flange Flange
h b s t r d b/2t
kg/
!"#$# %&'#$% '&"$ '& !$% '& "#$* 2$"!'#$* %&2$* '&$! 2#$* !* '& "#$* '$%2
'*2$ %&%# '&' 2!$! !'$* '& "#"$2 '$!
'!*$! %&&"$% '&2 2%$% !& '& "#"$% '$
'%!$' %&&& '&& %*$% '$* '& "#"$2 !$%"
22$' **&$% '&& %#$ '% '& "#"$% !$"!
2!"$ *"&$2 '&& %#$ 2# '& "#"$2 $
222 *&$' '&& %# 2%$% '& "#"$% $%%
'"" *2% !2&$ 2%$! '#$# 2!$% **$# $!
'!'$' *%%$" !%"$ %*$! '2 2!$% **$# #$!
2"*$% *2#$# '&$ %*$ '2 %*$% "2!$! !$"%2'$! *%"$! '&$ %$' 2$* %*$% "2!$! $!
22!$2 *%&$! '&!$% %$* 2'$* %*$% "2!$! #$'#
2&&$* *&' '&'$' %$% 2&$2 %*$% "2!$! $%
22#$ "&$* 2*'$" %#$% 2#$" %$" #%$ $!"
%*'$" "!&$ 2*2$! %!$ 2%$ %$" #%$ #$!
%$* "'!$* 2*%$ %! %"$" %$" #%$ $#
%*#$" #*$" 2#" %$# 2$! %#$ #"# $2"
%' #2$2 2##$ %!$' 2%$# %#$ #"# #$%
%!#$* ! 2#$2 %2$" %$ %#$ #"# $"
%''$* & 2#!$! %2 %$ %#$ #"# "$'%&$2 #*2$* 2$" %!$ 2'$ %$2 #%$% $!
%2$! #"$ 2!$ %'$2 2% %$2 #%$% #$&#
%!&$% #"'$ 2'$ %2$! %* %$2 #%$% #$#"
%2$2 #$* 2' %%$ %#$2 %$2 #%$% $"%
2'"$% #'$" '%%$! %"$! '%$! %#$ !& !$*#
%* #2&$2 '&$% %!$% 2'$# %#$ !& #$%
%!*$2 #%2$! '&!$" %%$" %*$ %#$ !& $!
%'*$* #%$2 2'&$2 %'$% 22$% %2$ !$# $2%
%2$% #%2$2 22* %%$* %*$# %2$ !$# $"!
%%' #&$# 22"$2 %%$% %$' %2$ !$# #$#
%&%$2 #&2$# 22$# %&$ %!$" %2$ !$# $#*
%22 !!$ 2%%$* %2$ 2%$' %2$ !#$ !$*
%&* '*$ 2%&$" %%$# %"$" %2$ !#$ $#%
%&% '#$ 2%& %&$" %$! %2$ !#$ #$&'
''+2%&+*2 *2$%! ''$% 2&*$' %&$% %$# %2$ !#$ #$%
''+2%&+"2 "2$2 2"$' 2&"$" *$# %'$2 %2$ !#$ $*%
!+%*%+*" *"$' !#$2 %*2$" %%$! %*$# %&$2 !&$# !$*2
!+%*%+"* "*$' !#'$! %*%$* %&$ %$ %&$2 !&$# $!2
ass-er
etre
De.tho
section
Width osection
0ootradi1s
De.thbeteen 3llets
%&%#+'&+!"%&%#+'&+!'%&%#+'&+'*'%&%#+'&+'!*%&%#+'&+'%!%&%#+'&+22%&%#+'&+2!*%&%#+'&+222*%!+!%*+'""*%!+!%*+'!'*%!+'&+2"**%!+'&+2'*%!+'&+22!*%!+'&+2&%"'"+2*2+22#"'"+2*2+%*!"'"+2*2+%##2+2#+%*#2+2#+%'#2+2#+%!#2+2#+%'
!#"#+2!+%&#"#+2!+%2#"#+2!+%!&#"#+2!+%2#%&+'&+2'"#%&+'&+%*#%&+'&+%!*#%&+22*+%!&#%&+22*+%2#%&+22*+%%
'#%&+22*+%&%''+2%&+%22''+2%&+%&*''+2%&+%&%
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!+%*%+"2 "2 !#& %*%$' *$* %# %&$2 !&$# $*"
!+%*%+! !$' ! %*&$! * %!$ %&$2 !&$# #$
!+%*%+# #$% !'$! %"*$* "$ %2$ %&$2 !&$# $!"
!+%2+"2 "2$% !#$" %$' %&$ %"$* %&$2 !&$# !$%%
!+%2+! !$2 !#2 %!$! *$# % %&$2 !&$# !$!
!+%2+# #$2 !" %'$" * % %&$2 !&$# $%'
!+%2+#& *$" !!$# %2$* "$% %'$' %&$2 !&$# $!+%2+2 2$' !!*$" %2$! $# %&$* %&$2 !&$# #$**
!&#+%"+! !$2 !%2$" %*$ *$ %# %&$2 '#&$! $#%
!&#+%"+# #$% !&*$! %"$" "$" %!$' %&$2 '#&$! #$2
!&#+%"+#& #&$% !&#$! %$* $* %2$" %&$2 '#&$! #$*
!&#+%"+! !$% !&2$# %$ $ %&$* %&$2 '#&$! "$%
!&#+%!&+!# !# !&'$2 %!2$2 #$" %%$2 %&$2 '#&$! #$'
!&#+%!&+'* '* '*" %!%$" #$! "$# %&$2 '#&$! "$2!
'#+%%+# #$% '#'$! %'$2 *$% %$ %&$2 '%%$# $2
'#+%%+ '" %2$2 "$% %' %&$2 '%%$# #$#2
'#+%%+% % ' %%$ $! %%$ %&$2 '%%$# $!#'#+%%+! ! '%$! %%$% *$ %&$2 '%%$# "$"2
'#+%2+'* '*$% ''$! %2# #$# %&$ %&$2 '%%$# $"*
'#+%2+'' ''$% '!* %2$! # "$ %&$2 '%%$# $'"
'&+%#+! ! '%&$! %##$* $* %'$ "$* 2#$2 #$&*
'&+%#+!# !#$% '&#$# %#$ #$ %%$" "$* 2#$2 $&2
'&+%#+!& !&$' '&'$! %# # %&$2 "$* 2#$2 "$&*
'&+%2+!" !"$% '%% %2$' * %! "$* 2#$2 !$!
'&+%2+!2 !%$* '&$2 %2!$' " %2$% "$* 2#$2 $%!
'&+%2+' ' '&!$! %2'$! $% %&$ "$* 2#$2 $
'&+%&2+'' '2$" '%2$ %&2$! #$# %&$" $# 2$* !$!
'&+%&2+2" 2"$2 '&"$ %&%$" # "$" $# 2$* $"
'&+%&2+2 2!$" '&$% %&%$# $" $# 2$* $2#
2!+%!#+!' !' 2*$# %!$' $2 %2$ $# 2%* $"
2!+%!#+' ' 2# %!#$! #$' %&$* $# 2%* #$2
2!+%!#+'% '%$% 2%$! %!#$% # "$# $# 2%* "$!*
2!+%&2+2" 2"$' 2#&$! %&2$2 #$' %& $# 22$2 $%%
2!+%&2+2 2$2 2$2 %&%$* # "$! $# 22$2 #$&
2!+%&2+22 22 2! %&%$# $ #$" $# 22$2 $!
2&'+%''+'& '& 2&#$" %''$* #$! *$# $# %2$! #$*
2&'+%''+2 2$% 2&'$2 %''$2 $ $" $# %2$! "$!
2&'+%&2+2' 2'$% 2&'$2 %&%$" $! *$' $# %#*$! $!
%"+%&2+%* %* %$" %&%$2 !$" $* $# %!#$" #$!%
%2+"*+%# %# %2$! ""$ !$ $ $# %2%$" $#
%2+#+%' %' %2 # ! $# $# *#$#
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6lastic od1l1s -lastic od1l1s
Web 7+is +8+ 7+is 989 7+is 989 7+is 989
d/s 1
c c
2"$* %6:&&# 2#2& !&$# #$ %*2& %'2 2'2&& 2"&& &$"#'2$' *&**&& 2'!& !&$! #$!* %!& %' 2&#& 2!#* &$"#"
'$# "&&& 2&&& !&$2 #$! %*&& %'' %"!& 2%#" &$"#"
!%$% 2'%&& %"!#& !&$' #$!! %!'& %22' %#*& %*!% &$"2
!$ #!!2&& %#2'& !&$% #$' %2""& %&"2 %!"& %%' &$"2
2$# !&&& %!&&& !& #$' %%%*& *'! %2"'& %!& &$"'
2$# !"%'&& %%& '* #$&* *"2% "! %%'& %2! &$"#%
!$' !&"&&& *!# '" $"% "!&* #'# *"& %&2& &$"
'$! %*#&& !!!& '"$2 *$* %#'& 2%#% %#& ''!% &$""
!%$2 #2"&& '*%#& '$" *$!# %''& %"% %!"& 2"*& &$""'
!2$' &!2&& %#&& ' #$% %&""& %&%! %2& %#&% &$"#!$ !'#'&& %''&& '#$" #$!2 *&% "% %&*!& %'% &$"##
%$" '#!&& %%2!& '#$' #$2 "2#* '* *' %%#' &$"#%
!$# '2'&& *!2' '$ #$& 2&! #2% "'% *"2 &$"!
!$' ''*&& %%'#& '!$' #$2 *" ' *% %2%2 &$"
%$" 2*2&& *&## ''$# #$&# ##!% #2& #!& *! &$"#2
!$! 2!#&&& ** ''$% $* "*' ' #"&" "!2 &$"#
!! 2!&&&& "% '&$* $% #2'! #%& %# ** &$"#*
!" 2&'&& #"& '&$ $" '" %! #%*" "& &$"#!
'$# %#"&& ! '& $! !!& !%% %# #! &$""
$2 %&&& !"" 2*$ $' !&%" '#2 !#!! & &$"!!2$! %&'&& ##'& 2" $' !*%# %" #'% "%% &$"2
!#$# %&!&& "! 2$" $!# !'! ! &&& %& &$"%
!*$# %'#'&& %"' 2$# $'* '*" !&* !" #'" &$"#"
2$# %%"&&& !'"' 2$2 $2! '!"% '!# '**! !2 &$"#2
2*$' 2&*&& %"!& 2#$' $2' #"* %&% !"# %! &$""#
'"$' %'&&& %%!%& 2$* $& !*' !' ! %%!! &$""#
!$" %2*&& *'&" 2$ !%%% #%% !*! *' &$""#
!%$" %%%"&& !& 2 $&' '#22 '*% !%!2 #%% &$"
!# *"#%& '*'2 2!$* !$* '22% '!' '## ' &$"'
!*$' "'2& '!'! 2!$# !$"" 2"! '&% '2"% !#* &$"
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