Contiguous Pile

7/25/2019 Contiguous Pile

http://slidepdf.com/reader/full/contiguous-pile 1/34

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*



Conti5o5s (ile v1." ; 2"12 -eja



Project Proposed 3B+G+15+HC Secant Pile Design



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*



Conti5o5s (ile v1." ; 2"12 -ej







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



secant (ile v1.2 ; 2"12 -ejay -








Anchor Design



4nchor orce )5n6atored* 111.1 kN/% ( anal)sis *rom ReaR$ ,.5


Ma' 4nchor orce $0.0 kN




Nos. o6 strands reB5ired 2.1

Pro(osed nos. o6 strands ."

Load (er :trand 12. kN


Ma'. 4nchor Load$0.0 kN



i'ed 4nchor Lenth 3.$2 %

Consider i'ed 4nchor Lenth as ,."" %


Ma'. 4nchor Load $0.0 kN

Nos. o6 strands ."


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

E

" E

Ø E

L E












Anchor Design



4nchor orce )5n6atored* 3"$.$ kN/% ( anal)sis *rom ReaR$ ,.5


Ma' 4nchor orce 13. kN




Nos. o6 strands reB5ired ,."

Pro(osed nos. o6 strands $."

Load (er :trand 1+.3 kN


Ma'. 4nchor Load13. kN



i'ed 4nchor Lenth 1".$ %

Consider i'ed 4nchor Lenth as 12."" %


Ma'. 4nchor Load 13. kN

Nos. o6 strands $."


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

E

" E

Ø E

L E







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 )%*




:tress )ton/c%²*

-ea% Lenth L )%*






".0" 0" M(a N/4 ü

sheet (ile v1.1 ; 2"12 -ejay -er%5de<

:tress )ton/c%²*



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*



sheet (ile v1.1 ; 2"12 -ejay -er%



-niversal Beams to BS. Part' '* 0 Dimensions 1 Pro$erties

Designation

Thickness

Web Flange Flange

h b s t r d b/2t

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