Pondasi Telapak Setempat

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Pondasi Tapak Beton Type Bujursangkar

Project :

Project : Ruko Permata Juanda SurabayaRuko Permata Juanda Surabaya

Client :

Client : Mr BunawanMr Bunawan

E

Ennggiinneeeerr CChheecckkeedd AApppprroovveedd Name

Name LLuuttff AArrii

Date

Date 1/5/2016 14!01/5/2016 14!0

Data Struktur : Data Struktur :

1

1 ""iimmeenn##i i $$oo%%oomm bb && 440000 mmmm '

' && 440000 mmmm (

(y)e $y)e $o%omo%om *#*# && !0!0 2

2 ""iimmeenn##i i PPoonnddaa##ii BB && 22++4400 mm haha

L

L && 22++4400 mm B = LB = L

'

'tt && 00++4400 mm !

! MMuuttu u BBeettoon n ,,--.. && 2200 MM))aa htht

4

4 MMuuttu u BBaaaa ,,yy.. && !!2200 MM))aa 5

5 BBee##i i ttuu%%aannaann "" && 11 di)akai3

di)akai3 6

6 BBJ J BBeettoon n -- && 2244 $$//mm!!

Data Tanah : Data Tanah :

6

6 ""aayya a dduukkuunn  ttaannaa'' && 110055 $$))aa 

 BBeerraat t ttaannaa'' tt && 11++2200 $$//mm!! 7

7 ((eebbaa% % ttaannaa' ' ddiiaattaa# # ''aa && 11++2200 mm )onda#i )onda#i h h Data Bean : Data Bean : 

 BBeebbaan n P P uu%%ttiimmaattee PPuu%%tt && !7!744 $$ 1

100 BBeebbaan n M M uu%%ttiimmaattee MuMu%%tt && 1177++2255 $$mm

!e"ult !e"ult

Cek Statu" Ponda"i : Cek Statu" Ponda"i :

(

(eanan yan eanan yan teradi )ada teradi )ada tana'tana' 8t 8t 8ma 8ma 8mi 8mi

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$

$oonnttrroo% % aayya a ee##eer r 1 1 aarraa'' 99++::- -: :uu $

$oonnttrroo% % aayya a ee##eer r 2 2 aarraa'' 99++::- -: :uu Penu%anan Ponda#i Penu%anan Ponda#i Ara' ; & < Ara' ; & < DD

(4)

Pu Pu #u #u   Muka (ana' Muka (ana' L L L L B B B = L B = L   &

& $%&'()**$%&'()** == $$%%++ ,,--..

&

& (('/(+00(('/(+00 == $$%%++ ,,--..

k# k#

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&

& &))'0$*&))'0$*

&

& $0('0)%$0('0)% == &&))))''00$$** ,,--..

&

& $%%*')1*$%%*')1*

&

& +%('0&$+%('0&$ == $$%%%%**''))11** ,,--..

1

199 -- 221199

A

Auutt''oor r  LLuuttf f AAnnddrriiaann> > ??SS ?@B  ?@B  @mai%  @mai%   RR 22001111 www+kam)u#teknik#i)i%+-o+--%utf+andrianCro-ketmai%+-om %utf+andrianCro-ketmai%+-om

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S-E#A 23T4N5AN P,NDAS3

Data :

Data : teba% ,onda#i 't> d> d#3> mutu ba'anteba% ,onda#i 't> d> d#3> mutu ba'an Mutu Ba'an D-> Dy3

Mutu Ba'an D-> Dy3 Beban Pu> Mu3 Beban Pu> Mu3

Penentuan Dimen"i Ponda"i Penentuan Dimen"i Ponda"i

P

Puu%%tt MMuu>>EE MMuu>> 8

8 && FF FF

B

B EE LL 11//66 BB EE 11//66 BB

#enghitung tegangan tanah dida"ar 6onda"i #enghitung tegangan tanah dida"ar 6onda"i

P

8mmaakk## && FF FF B

B EE LL 11//66 BB EE 11//66 BB P

8mmiinn &&  

B

B EE LL 11//66 BB EE 11//66 BB

-ontrol ga7a ge"er $ arah -ontrol ga7a ge"er $ arah

8 8mmaakk## FF 88aa : :uu && aa EE BB 2 2 "imana "imana L L  aa EE 88mmaakk##  8

8aa && 88mmiinn FF

L L ,-. ,-. : :-- && EE BB EE dd 6 6

"aya dukun tana' 8t3 "aya dukun tana' 8t3

L L22 L L22 L L22

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Syarat 

:u G 9 :- denan 9 & 0+5

-ontrol ga7a ge"er ) arah

:u & B 2  b F d ' F d E

"i)i%i' ni%ai :- terke-i% dari 

2 ,-. bo d :-1 & 1 F E 6 *# d ,-. bo :-2 & 2 F E bo 12 1 :-! & E ,-. bo d ! Syarat  :u G 9 :- denan 9 & 0+5

2itung Penulangan 8onda"i

13 d# & 5 F " F "/2 dimana d & '  d# 23 8E & 8min F B  E E 8 8mak#  !3 Mu & 0+5 8E E 2 F ! Mu 43 $ & > b &

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H-9 E b E d 2 !72+5 E 0+75 E 600 F 53 $mak# & 600 F 2 E $ 63 a. & 1  1  0+75 E ,-. 0+75 E ,-. E a E b 3 A#13 & ,y 73 ,-. G !1+!6 M)a maka 1+4 E b E d A#23 I ,y ,-.  !1+!6 M)a maka ,-. E b E d A#!3 & 4 ,y 3 Jarak tu%anan 0+25 E )'i E " 2 # & S A# ter)i%i' # G 2 E 't # G &+%

Cek -uat Dukung 8onda"i

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Syarat  Pult 9 Pu

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Nota"i :

 & (eanan y

t & "aya duku

Pult & Beban aEia

B;L & Panan da

#u;< & Momen ter

#u;7 & Momen ter

 & Beban terb ditamba' b

F K G ht & (eba% ,onda

E %i'at )a#a%

ha & (eba% tana'

>c & Berat )er 

>t & Berat )er 

?u & Naya e#er

?c & Naya e#er

@ &

c & Ra#io dari # ko%om> dae

F K G o & $e%i%in )en

E " & Suatu kon#

:- > yan n

40

F K G 30

E 20

min & (eanan t

mak" & (eanan t

a & (eanan t

< & (eanan t

a & Jarak dari a keata# dari

6c & $uat tekan

67 & Mutu beton

d" & de-kin

D & "iameter t

8min a & (ini b%ok

#u & Momen ya

-; -mak" & Daktor mo

" & Jarak tu%an

A" & Lua# be#i t 8t L2 Daktor kea 8t L2 8t L2 minima% &

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8mak# F 8min 2 ak#  8min B 8E E 2 1000

(12)

,y  225 E H1 ,-. ,y 2

Pilih A" 7ang tere"ar

Pilih " 7ang terkecil

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an teradi )ada da#ar ,onda#i +++++++++++ $)a3 atau $/m2

 tana' +++++++++++ $)a3 atau $/m2

% ter,aktor )ada ko%om+++++++++++ $

%ebar ,onda#i m

aktor ko%om #eara' #umbu ; +++++++++++ $m aktor ko%om #eara' #umbu < +++++++++++ $m

i rata akibat beban #endiri ,onda#i

eban tana' diata# ,onda#i +++++++++++ $/m23

#i I $+% mm mm 1+ S 0!27420023 diata# ,onda#i +++++++++++ mm %ume beton +++++++++++ $/m! %ume tana' +++++++++++ $/m! )on# ter,aktor+++++++++++ $

yan #anu) dita'an o%e' beton+++++++++++ $ i#i )anan ter'ada) #i#i )endek )ada

a' beban ter)u#at / atau daera' reak#i

am)an kri#i# dari ,onda#i +++++++++++ mm anta yan diunakan untuk men'itun

i%ai terantun )ada %etak ,onda#i>

= Kolom dalam

= Kolom tepi

= Kolom sudut

na' minimum +++++++++++ $)a3 atau $/m2 na' mak#imum +++++++++++ $)a3 atau $/m2 na' #earak OaO dari te)i ,onda#i ++++++++++ $)a3 atau $/m2 na' #earak OEO dari te)i ,onda#i ++++++++++ $)a3 atau $/m2 rea bidan yan menerima tekanan mm

tana' area keruntu'an3

beton +++++++++++ M)a

+++++++++++ M)a

mm

%anan +++++++++++ mm

teanan beton teka )er#ei ekia%en mm  teradi )ada,onda#i

en )iku%

an +++++++++++ mm

%anan yan dibutu'kan +++++++++++ mm2 anan & %;* %i'at S3

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Job (it%e

Ruko Permata Juanda Surabaya %ient+ Mr Bunawan

Ana%i#a

K & Berat Donda#i F Berat (ana'

& 't E - F 'a E t

& 0+40 E 24 F 1+20 E 1+20

& !0+24 $/m2 ek Donda#i (er'ada) (eanan in (ana' (eanan yan teradi )ada tana'

Pu%t Mu%t & F B E L 1/6 B E !74 17+25 & F 2+40 E 2+40 1/6 2+40 E 2+40 & 66+66666 F +21 F !0+24 & 104+727 G 105 SaeQ Pu%t Mu%t &  B E L 1/6 B E !74 17+25 &  2+40 E 2+40 1/6 2+40 E 2+40 & 66+66666  +21 F !0+24 & 77+76 G 105 SaeQ

$ontro% (eanan Ne#er 1 Ara' 0+40 d# & 5 & 5 8mak# L2 8min L2

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Job (it%e

Proram itun Ponda#i (a)ak

& 75+00 d & 't & 400 0+40 & !15+00 L & 2+40 a & B/2 & 1200 2+40 & 675+00 & 0+675 8a & 8min & 77+76 2+40 0+4 & 100+!06

Naya tekan ke ata# dari tana' :u

:u & a

0+4

& 0+675 & 167+620

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Job (it%e

0+40 0+!15 0+675 9+:- & & 0+!15 & 2+40 9+:- & 8min 8a 8mak# 77+76 100+!06 104+727

$ontro% (eanan Ne#er 2 Ara' Ne#er Pon#3 "imen#i $o%om> b & 400

' & 400

b F d & 400+00 F !15+00

' F d & 400 F !15+00

Naya (ekan $e Ata# Ne#er Pon#3

:u & B 2  b F d E '

104+727

& 2+40 2  0+15 E 0+15 E

& 507+6412

'k 400

& & & 1+000

Bk 400

Naya e#er yan da)at di

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H- Job (it%e

bo & 2 E bk F d F 'k F

bo & 2 E 400 F !15+00 F 400 F

& 2760 mm

Naya e#er yan dita'an o%e' beton

:-1 & 0+157 0+40 :-1 & 0+157 :-1 & & 0+74! 0+157 0+40 0+157 0+7425 :-2 & :-2 & 0+!15 0+075 :-2 & 2+40 &

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Job (it%e

1 :-! & ! 1 8min :-! & 77+76 8mak# ! 104+727 & 1!4272+42! & 1!42+72 Jadi :-1 & 2014+44

:-2 & 1445+115 "iambi% yan terke-i% :-! & 1!42+72

:- & 1!42+72 $

9+:- & 0+5 E 1!42+72 & 100+2! $

9+:- & 100+2!  :u & 507+641 +++++++++ Sae itunan Penu%anan Donda#i

0+40 d# & 5 & 10!+500  0+105 1+00 1+20 d & 't & 0+40 & 0+25 0+40 0+25 & 25 0+105 B 2+40 E & 2 2400 E &

(23)

Job (it%e

2

8min 8E 8mak# E & 1000

77+76 7+22 104+727 & 1

8E & 8min F B  E E 8mak# 

8E & 77+76 F 2+40  1 E 104+727  T & 7+22 $/m! 8mak#  Mu & 0+5 8E E 2 F ! 104+727  & 0+5 7+22 1 2 F ! & 51+!14 $m Mu $ & 9 E b E d 2 51!1!66+52 & 0+7 E 1000 E 25 2 & 0+! M)a

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Job (it%e

!72+5 E 0+75 E 600 F ,y  $mak# & 600 F ,y 2 !72+5 E 0+75 E 600 F !20  $mak# & 600 F !20 2 & 5+5 M)a $ = $mak#

$ & 0+!  $mak# & 5+5 +++++++++ U$Q

2 E $ a. & 1  1  d 0+75 E ,-. 2 E 0+! & 1  1  25 0+75 E 20 & 1!+070 mm 0+75 E ,-. E a. E b A#13 & ,y 0+75 E 20 E 1!+070 E 1000 & !20 & 64+7 mm2 Jika ,-. G !1+!6 M)a maka 1+4 E b E d A# I +++++++++++ R+13 ,y ... SNI 03!"

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Job (it%e

Jika ,-.  !1+!6 M)a maka ,-. E b E d A# & +++++++++++ R+23 4 ,y ... SNI 03!" ,-. & 20 = !1+!6

maka yan di)akai ada%a' )er# +++++++++++++++++++++ F!'$G

1+4 E b E d

A#23 & +++++++ R+13 A#2.3

,y

1+4 E 1000 E 25

&

!20

& 120+625 mm2 +++++++++++ As di*akai

"i)i%i' yan terbe#ar dari A#13 dan A#23+++++++++ Se'ina> A#13 & 64+7 mm2

A# & $)/%'0)+

(26)

Job (it%e

Jarak tu%anan> 0+25 E )'i E " 2 E S # & A# 0+25 E !+14 E 1 2 E 1000 & 120+625 & )$/'+*) mm # G 2 E 't G 2 E 400 G (%% # G &+% mm

"i)i%i' #3 yan terke-i% & )$/'+*) mm

(27)

Job o+ S'eet o

$

Part Re,

@ninner Lutf "ate

Di%e "ate/time 1/5/2016 1 F K G F !0+24 G 105 2 F K G F !0+24 G 105 2 F "/2 F +50 8t 8t

(28)

$

Part Re,

Di%e "ate/time 1/5/2016 1 mm  d#  75+00  b/2  d  200  !15+00 mm m F B  a E 8mak#  F 2+40  0+675 E 104+727  $/m2 3 E B E 8mak# F 8a 2 E 2+40 E 104+727 F 100+!06 2 $

(29)

$

Part Re,

Di%e "ate/time 1/5/2016 1 ,-. 9 E E B E d 6 20 0+5 E E 2+40 E !15+00 6 422+61 $ 422+61  :u & 167+620 +++++++++ SaeQ & 15+00 mm & 0+15 m & 15+00 mm & 0+15 m 8mak# F 8min F d E 2 F 77+76 2

(30)

$

Part Re,

Di%e "ate/time 1/5/2016 1 d !15+00 2 ,-. bo d 1 F E 6 2 20 2760 !15+00 1 F E 1+000 6 20144!+641  2014+44 $ *# d ,-. bo 2 F E bo 12 !0 !15+00 20 2760 2 F E 2760 12 1445114+7!2  1445+115 $

(31)

H- Job o+ S'eet o

$

Part Re,

Di%e "ate/time 1/5/2016 1 E ,-. bo d E 20 2760 !15+00  $ Q F 1 F +5 mm m  d#  0+105 m mm '  2 400 

(32)

$

Part Re,

Di%e "ate/time 1/5/2016 1 2 mm m 8min B 77+76 2+40 8E E 2 7+22 1 2

(33)

$

Part Re,

Di%e "ate/time 1/5/2016 1

225 E H1 ,-.

225 E 0+75 20

(34)

$

Part Re,

Di%e "ate/time 1/5/2016 1 $!00! %asal '!.(.') ,-. E b E d & +++++++ 4 ,y 0 E 0 E 0 & 4 0

& V":/0Q mm2 +++++++++++ As tidak +i*akai

(35)

$

Part Re,

(36)

(37)

!0

8min b

(38)

(39)

!0

d

(40)

(41)

(42)

(43)

!0

(44)

(45)

Job (it%e

ek Panan Penya%uran (eanan (u%anan

 E ,y E * H & - F 10 ,-. db  E !20 E 1 1 & 5 F 10 20 1  E !20 E 1 1 & 10 20 2 & !1+544 mm  !00 mm  !2 mm B Bk

Panan (er#edia Wt3 &   5

2 2 2400 400 &   5 2 2 & 25  25  !2 +++++++ ,-.

$uat "ukun Donda#i

Pu & 9 E 0+75 E ,-. E

Panan )enya%uran teanan Wd3

Panan (er#edia Wt3 Panan )enya%uran teanan Wd3

(46)

Job (it%e

& 0+ E 0+75 E 20 E

& 104000 

& 104 $

Pu>k & !74 $

Pu & 104  Pu>k &

(47)

Job (it%e

(48)

Job (it%e

(49)

Job (it%e

(50)

Job o+ S'eet o ) Part Re, @ninner "ate Di%e "ate/time 1/5/2016 14!0 E  E W db $tr E 0+7 E 1 1 0 E 0+7 E 1 1 +5 A

(51)

Job o+ S'eet o ) Part Re, @ninner "ate Di%e "ate/time 1/5/2016 14!0 160000 !74 +++++++ ,-.

(52)

Job o+ S'eet o ) Part Re, @ninner "ate Di%e "ate/time 1/5/2016 14!0

(53)

(54)

(55)

Job (it%e

Ruko Permata Juanda Surabaya %ient+ Mr Bunawan 2+40 2+40 D $/ H )$/

DETA3L P,NDAS3

on S-a%e 400 D $/ H )$/ 400 25 105 2400

P,T,N5AN $H$

(56)

Job (it%e

on S-a%e S 0!2742002 Pa#a% 1+4+!3

S 0!2742002 Pa#a% 1+3

(57)

Job o+ S'eet o 1 Part Re, @ninner "ate Di%e "ate/time 1/5/2016 14!0