pondasi lanjut
DESCRIPTION
tugasTRANSCRIPT
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 1/10
Tanah Urug Sirtu
Ø 30
C 0 t/m2
ɣ 1.8 t/m3
ɣ batu kali 2.2 t/m3
ɣbeton 2.4 t/m3
H tanah urug 4
Bkeil 2
T !on"a#i 1 #$arat% B1 &.04
T/B T/B '4 (OK) B2 8.04
() 0.*
+ 4.8
Sloo) 0.4 , 0.4
t #loo) 0.48
S- 3
+ bangunan 28.8
Tanah Urug
30.14
18.4
$ 22.4
0.8 t/m3
0 t/m2
iin
3 iin 15 8.4& t/m2
iin 25 14.43333333 t/m2
6 15 *7.& m2
6 25 11*.2 m2
iin gab 15 3.*8831 t/m2
iin gab 25 &.1138*3 t/m2
eka! Beban
Pondasi P1
9:1 t
; #lo!e 13.271 t
; batu kali 7&.03 t
; tnh "i ata# !on"a#i 41.472 t
6"a#ar *7.& m2
15 2.270 t/m2
Pondasi P29:2 t
l 2& 2
C.<ɣ.()5.<1/2.B.ɣ.ɣ=ɣbe
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 2/10
; batu kali 1*2.0& t
; tnh "i ata# !on"a#i 82.>44 t
6"a#ar 11*.2 m2
25 2.270 t/m2
15 2.270 t/m2 ' ii
25 2.270 t/m2 ' ii
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 3/10
Tanah (a#ar
Ø 0
C 1 t/m2
ɣ 1.& t/m3
*.14
1
$ 0
0.&
m(NOT OK)
C 0.&&&&&7
m
iin
3
iin1 1.>7***&
iin2 1.>7***&
61 173.>>38
62 231.*>38
<ɣ()
C.<ɣ.()5.<1/2.B.ɣ
on.()
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 4/10
gab 15 3.*8831 t/m2 (OK) gab 25 &.1138*3 t/m2 (OK)
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 5/10
<ɣ()
0.4
;tanah
; batu kali
B 2
;batu kali
;tanah
.ɣ=ɣbeton.()
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 7/10
;tanah
T 1
7&.032
41.472
7/18/2019 Pondasi lanjut
http://slidepdf.com/reader/full/pondasi-lanjut-56d769a204583 9/10
Beban :1.1 :2.1 :3.1 :1.2 :2.2 :3.2
6ta! **34.1* 111&2.3> 102>1.0* 730*.&2* 14>4&.70* 12>8>.>1
+antai 1 *3*7.22& 1077&.2&& >88*.032 &*33.&&7 11783.47& 1101&.&&7
+antai 2 *3*7.22& 1077&.2&& >88*.032 &*33.&&7 11783.47& 1101&.&&7
(in"ing 1 1*7* 3&00 2430 187* 3>00 2730
(in"ing 2 1*7* 3&00 2430 187* 3>00 2730
?olom 4&08 4&08 4&08 4&08 4&08 4&08 @umlah 2400&.&02 44*22.>22 3>*2>.114 28730.>*> *0>21.&*7 4*0>1.244
n 4 & 4 4 & 4
Total >&02&.408 2&7137.*3 1*811&.4& 114>23.84 30**2>.>4 1803&*