soal pondasi dangkal besmart

7/30/2019 Soal Pondasi Dangkal Besmart

1/45

No. presensi : 1

Nama : ANJAR DWI NUGROHO

No. Mhs. : 9505244001

Tebal pondasi, T = 1.04 m

Berat satuan pondasi, c = 24 kN/m3

Tentukan lebar pondasi (B) agar aman kuat dukungnya



Hitung angka aman kuat dukungnya

Df = 2.3 m

H = 3.8 m

Tanah lempung

= 17.6 kN/m3

= 00

Cu= 84 kN/m2

Tanah lempung

= 16.5 kN/m3

= 00

Cu= 67 kN/m2

B = 2.7 m

Muka tanah

Q = 10500 kN

Y

X

ZB = 2.7 m

B = 2.7 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12800 kN

Df =2.8 m

Dw =0.4 m

My =1030 kNm

= 17.24 kN/m3

= 30.840


2/45

No. presensi : 2

Nama : JULIAN RACHMAWAN HID

No. Mhs. : 9505244009







Df = 2.6 m

H = 3.5 m

Tanah lempung

= 19.6 kN/m3

= 00

Cu= 66 kN/m2

Tanah lempung

= 18.4 kN/m3

= 00

Cu= 73 kN/m2

B = 2.7 m

Muka tanah

Q = 14800 kN

Y

X

ZB = 2.7 m

B = 2.7 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12400 kN

Df =2.5 m

Dw =0 m

My =1330 kNm

= 18.82 kN/m3

= 30.150


3/45

No. presensi : 3

Nama : HANAN REZA SURYADI

No. Mhs. : 9505244014







Df = 3 m

H = 3.7 m

Tanah lempung

= 17.8 kN/m3

= 00

Cu= 17 kN/m2

Tanah lempung

= 18.8 kN/m3

= 00

Cu= 40 kN/m2

B = 3 m

Muka tanah

Q = 10000 kN

Y

X

ZB = 3 m

B = 3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11600 kN

Df =2.7 m

Dw =1.1 m

My =1100 kNm

= 17.89 kN/m3

= 31.980


4/45

No. presensi : 4

Nama : TAUFIK IRAWAN RAHMAT

No. Mhs. : 9505244024







Df = 2.7 m

H = 3.1 m

Tanah lempung

= 17.7 kN/m3

= 00

Cu= 12 kN/m2

Tanah lempung

= 16.7 kN/m3

= 00

Cu= 81 kN/m2

B = 2.4 m

Muka tanah

Q = 10400 kN

Y

X

ZB = 2.4 m

B = 2.4 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10100 kN

Df =1.9 m

Dw =0.6 m

My =1460 kNm

= 16.2 kN/m3

= 290


5/45

No. presensi : 5

Nama : ADITYA DWI ANGGORO

No. Mhs. : 9505244026







Df = 2.9 m

H = 5.1 m

Tanah lempung

= 19.1 kN/m3= 00

Cu= 92 kN/m2

Tanah lempung

= 19.8 kN/m3

= 00

Cu= 66 kN/m2

B = 2.9 m

Muka tanah

Q = 13600 kN

Y

X

ZB = 2.9 m

B = 2.9 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10200 kN

Df =2.7 m

Dw =1.5 m

My =1020 kNm

= 16.18 kN/m3

= 29.60


6/45

No. presensi : 6

Nama : RIAN BAGUS PRASTYANT

No. Mhs. : 9505244027







Df = 2.1 m

H = 4.2 m

Tanah lempung

= 16.8 kN/m3= 00

Cu= 19 kN/m2

Tanah lempung

= 19.4 kN/m3

= 00

Cu= 66 kN/m2

B = 2.2 m

Muka tanah

Q = 10200 kN

Y

X

ZB = 2.2 m

B = 2.2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12500 kN

Df =2.4 m

Dw =1.4 m

My =1240 kNm

= 17.64 kN/m3

= 29.930


7/45

No. presensi : 7

Nama : AHMAD SYAFII

No. Mhs. : 9505244035







Df = 2.8 m

H = 5.3 m

Tanah lempung

= 19.2 kN/m3= 00

Cu= 73 kN/m2

Tanah lempung

= 18.7 kN/m3

= 00

Cu= 66 kN/m2

B = 2.6 m

Muka tanah

Q = 10400 kN

Y

X

ZB = 2.6 m

B = 2.6 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14800 kN

Df =3 m

Dw =0.2 m

My =1100 kNm

= 17.36 kN/m3

= 31.160


8/45

No. presensi : 8

Nama : IMAM PRASETYO

No. Mhs. : 9505244036







Df = 2.6 m

H = 4.8 m

Tanah lempung

= 16.4 kN/m3= 00

Cu= 27 kN/m2

Tanah lempung

= 18 kN/m3

= 00

Cu= 100 kN/m2

B = 2.8 m

Muka tanah

Q = 10400 kN

Y

X

ZB = 2.8 m

B = 2.8 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10800 kN

Df =2 m

Dw =1.5 m

My =1490 kNm

= 18.1 kN/m3

= 31.660


9/45

No. presensi : 9

Nama : ENDANG MAHMUDAH

No. Mhs. : 9505244037







Df = 2.8 m

H = 5.1 m

Tanah lempung

= 19.5 kN/m3= 00

Cu= 84 kN/m2

Tanah lempung

= 19.7 kN/m3

= 00

Cu= 76 kN/m2

B = 3 m

Muka tanah

Q = 10200 kN

Y

X

ZB = 3 m

B = 3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11800 kN

Df =2.4 m

Dw =1.1 m

My =1370 kNm

= 18.41 kN/m3

= 29.810


10/45

No. presensi : 10

Nama : GILANG BINTANG PATRI

No. Mhs. : 10505244001







Df = 2.3 m

H = 4.1 m

Tanah lempung

= 17.9 kN/m3= 00

Cu= 54 kN/m2

Tanah lempung

= 20 kN/m3

= 00

Cu= 52 kN/m2

B = 2.3 m

Muka tanah

Q = 10200 kN

Y

X

ZB = 2.3 m

B = 2.3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10100 kN

Df =2.6 m

Dw =1.1 m

My =1200 kNm

= 17.27 kN/m3

= 30.190


11/45

No. presensi : 11

Nama : SUPRIYANTO

No. Mhs. : 10505244002







Df = 2.7 m

H = 3.5 m

Tanah lempung

= 17.3 kN/m3= 00

Cu= 73 kN/m2

Tanah lempung

= 16.5 kN/m3

= 00

Cu= 48 kN/m2

B = 2.2 m

Muka tanah

Q = 12000 kN

Y

X

ZB = 2.2 m

B = 2.2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13700 kN

Df =2.7 m

Dw =1.4 m

My =1290 kNm

= 17.01 kN/m3

= 310


12/45

No. presensi : 12

Nama : ASDI WIJAYA

No. Mhs. : 10505244003







Df = 2.4 m

H = 4.5 m

Tanah lempung

= 17.5 kN/m3

= 00

Cu= 98 kN/m2

Tanah lempung

= 18.3 kN/m3

= 00

Cu= 26 kN/m2

B = 2.9 m

Muka tanah

Q = 12900 kN

Y

X

ZB = 2.9 m

B = 2.9 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13500 kN

Df =2 m

Dw =1 m

My =1300 kNm

= 17.78 kN/m3

= 30.060


13/45

No. presensi : 13

Nama : AZIS YUDANTORO SETIA

No. Mhs. : 10505244004







Df = 2 m

H = 4.9 m

Tanah lempung

= 18.8 kN/m3

= 00

Cu= 100 kN/m2

Tanah lempung

= 16.8 kN/m3

= 00

Cu= 44 kN/m2

B = 2.5 m

Muka tanah

Q = 10500 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10800 kN

Df =2.3 m

Dw =1.4 m

My =1130 kNm

= 17.51 kN/m3

= 30.010


14/45

No. presensi : 14

Nama : TRI YULI ANTO NUGR

No. Mhs. : 10505244005







Df = 3 m

H = 4.7 m

Tanah lempung

= 17 kN/m3

= 00

Cu= 48 kN/m2

Tanah lempung

= 16.6 kN/m3

= 00

Cu= 54 kN/m2

B = 2 m

Muka tanah

Q = 12900 kN

Y

X

ZB = 2 m

B = 2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12800 kN

Df =1.7 m

Dw =0.2 m

My =1150 kNm

= 18.5 kN/m3

= 30.420


15/45

No. presensi : 15

Nama : AHDIAT BURHAN NOOR Y

No. Mhs. : 10505244006







Df = 2.9 m

H = 5.2 m

Tanah lempung

= 19.3 kN/m3

= 00

Cu= 66 kN/m2

Tanah lempung

= 19.7 kN/m3

= 00

Cu= 74 kN/m2

B = 2.5 m

Muka tanah

Q = 10800 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14800 kN

Df =2.1 m

Dw =0.2 m

My =1360 kNm

= 16.75 kN/m3

= 31.620


16/45

No. presensi : 16

Nama : JATMIKO NURBOWO

No. Mhs. : 10505244007







Df = 2.6 m

H = 3.5 m

Tanah lempung

= 18.9 kN/m3

= 00

Cu= 36 kN/m2

Tanah lempung

= 18.8 kN/m3

= 00

Cu= 57 kN/m2

B = 3 m

Muka tanah

Q = 10700 kN

Y

X

ZB = 3 m

B = 3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11800 kN

Df =2 m

Dw =0.4 m

My =1220 kNm

= 16.56 kN/m3

= 31.940


17/45

No. presensi : 17

Nama : BAMBANG DWI JOKOPITO

No. Mhs. : 10505244008







Df = 2.8 m

H = 4.8 m

Tanah lempung

= 20 kN/m3

= 00

Cu= 80 kN/m2

Tanah lempung

= 17.1 kN/m3

= 00

Cu= 38 kN/m2

B = 2.3 m

Muka tanah

Q = 11600 kN

Y

X

ZB = 2.3 m

B = 2.3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14400 kN

Df =2.3 m

Dw =0.1 m

My =1360 kNm

= 18.55 kN/m3

= 31.350


18/45

No. presensi : 18

Nama : ISWANU

No. Mhs. : 10505244009







Df = 2.5 m

H = 4.5 m

Tanah lempung

= 17.5 kN/m3

= 00

Cu= 25 kN/m2

Tanah lempung

= 16.3 kN/m3

= 00

Cu= 97 kN/m2

B = 2.1 m

Muka tanah

Q = 12100 kN

Y

X

ZB = 2.1 m

B = 2.1 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12000 kN

Df =2.7 m

Dw =0.9 m

My =1290 kNm

= 17.78 kN/m3

= 31.650


19/45

No. presensi : 19

Nama : RIZKI DWI LAKSONO

No. Mhs. : 10505244010







Df = 2.2 m

H = 6 m

Tanah lempung

= 17.7 kN/m3

= 00

Cu= 27 kN/m2

Tanah lempung

= 17.4 kN/m3

= 00

Cu= 64 kN/m2

B = 2.2 m

Muka tanah

Q = 12200 kN

Y

X

ZB = 2.2 m

B = 2.2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13800 kN

Df =2.3 m

Dw =1.4 m

My =1010 kNm

= 18.51 kN/m3

= 31.290


20/45

No. presensi : 20

Nama : GALUH JATI CHATAMSI

No. Mhs. : 10505244011







Df = 2.5 m

H = 5.1 m

Tanah lempung

= 18.7 kN/m3

= 00

Cu= 60 kN/m2

Tanah lempung

= 19.3 kN/m3

= 00

Cu= 99 kN/m2

B = 2.5 m

Muka tanah

Q = 14100 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14900 kN

Df =1.8 m

Dw =0.3 m

My =1200 kNm

= 17.9 kN/m3

= 29.890


21/45

No. presensi : 21

Nama : WAHYUDI

No. Mhs. : 10505244012







Df = 2.2 m

H = 6 m

Tanah lempung

= 16.4 kN/m3

= 00

Cu= 79 kN/m2

Tanah lempung

= 18.7 kN/m3

= 00

Cu= 38 kN/m2

B = 2.9 m

Muka tanah

Q = 13300 kN

Y

X

ZB = 2.9 m

B = 2.9 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13800 kN

Df =2.8 m

Dw =0.4 m

My =1270 kNm

= 16.14 kN/m3

= 31.530


22/45

No. presensi : 22

Nama : PRIMA FISKA RESISTYA

No. Mhs. : 10505244014







Df = 2.2 m

H = 3.6 m

Tanah lempung

= 17.5 kN/m3

= 00

Cu= 58 kN/m2

Tanah lempung

= 16.1 kN/m3

= 00

Cu= 93 kN/m2

B = 2.4 m

Muka tanah

Q = 13200 kN

Y

X

ZB = 2.4 m

B = 2.4 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14600 kN

Df =2.5 m

Dw =0.7 m

My =1450 kNm

= 16.14 kN/m3

= 31.790


23/45

No. presensi : 23

Nama : ANGGIE YEZION SIMEON

No. Mhs. : 10505244015







Df = 2.1 m

H = 4.7 m

Tanah lempung

= 17.3 kN/m3

= 00

Cu= 52 kN/m2

Tanah lempung

= 17.3 kN/m3

= 00

Cu= 95 kN/m2

B = 2.4 m

Muka tanah

Q = 10000 kN

Y

X

ZB = 2.4 m

B = 2.4 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11800 kN

Df =1.8 m

Dw =1 m

My =1210 kNm

= 16.97 kN/m3

= 29.060


24/45

No. presensi : 24

Nama : AHMAD PANDU WICAKSON

No. Mhs. : 10505244016







Df = 2.1 m

H = 3.1 m

Tanah lempung

= 17.1 kN/m3

= 00

Cu= 67 kN/m2

Tanah lempung

= 18.1 kN/m3

= 00

Cu= 91 kN/m2

B = 2.8 m

Muka tanah

Q = 13700 kN

Y

X

ZB = 2.8 m

B = 2.8 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12100 kN

Df =2.8 m

Dw =1.2 m

My =1190 kNm

= 16.49 kN/m3

= 31.270

N i 2


25/45

No. presensi : 25

Nama : LUTHFAN IKHSAN MUNIR

No. Mhs. : 10505244017







Df = 2.5 m

H = 5.1 m

Tanah lempung

= 16.2 kN/m3

= 00

Cu= 62 kN/m2

Tanah lempung

= 18.3 kN/m3

= 00

Cu= 50 kN/m2

B = 2.5 m

Muka tanah

Q = 14700 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10200 kN

Df =2.1 m

Dw =0.1 m

My =1340 kNm

= 16.62 kN/m3

= 29.630

N i 26


26/45

No. presensi : 26

Nama : ANGGRIAWAN

No. Mhs. : 10505244018







Df = 2.6 m

H = 3 m

Tanah lempung

= 17.3 kN/m

3

= 00

Cu= 82 kN/m2

Tanah lempung

= 19 kN/m3

= 00

Cu= 10 kN/m2

B = 2 m

Muka tanah

Q = 10500 kN

Y

X

ZB = 2 m

B = 2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10500 kN

Df =2 m

Dw =0.6 m

My =1410 kNm

= 17.9 kN/m3

= 29.690

No presensi : 27


27/45

No. presensi : 27

Nama : TRI WAHYUNI

No. Mhs. : 10505244019







Df = 2.8 m

H = 4.2 m

Tanah lempung

= 17.1 kN/m

3

= 00

Cu= 64 kN/m2

Tanah lempung

= 19.2 kN/m3

= 00

Cu= 74 kN/m2

B = 2.1 m

Muka tanah

Q = 14400 kN

Y

X

ZB = 2.1 m

B = 2.1 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14600 kN

Df =1.9 m

Dw =1.3 m

My =1490 kNm

= 18.08 kN/m3

= 29.660

No presensi : 28


28/45

No. presensi : 28

Nama : RAHMAT ARIFIN

No. Mhs. : 10505244021







Df = 2.2 m

H = 3 m

Tanah lempung

= 18.8 kN/m

3

= 00

Cu= 19 kN/m2

Tanah lempung

= 19.7 kN/m3

= 00

Cu= 12 kN/m2

B = 2.6 m

Muka tanah

Q = 14200 kN

Y

X

ZB = 2.6 m

B = 2.6 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14000 kN

Df =1.6 m

Dw =0.6 m

My =1020 kNm

= 17.62 kN/m3

= 31.520

No presensi : 29


29/45

No. presensi : 29

Nama : EUSABIA FLOREZA WAYB

No. Mhs. : 10505244022







Df = 2.9 m

H = 5.6 m

Tanah lempung

= 18.8 kN/m

3

= 00

Cu= 17 kN/m2

Tanah lempung

= 16.1 kN/m3

= 00

Cu= 47 kN/m2

B = 2.7 m

Muka tanah

Q = 10400 kN

Y

X

ZB = 2.7 m

B = 2.7 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11100 kN

Df =2.3 m

Dw =1 m

My =1270 kNm

= 18.71 kN/m3

= 30.920

No presensi : 30


30/45

No. presensi : 30

Nama : TAUFIQ KURNIAWAN

No. Mhs. : 10505244023







Df = 2.1 m

H = 4.3 m

Tanah lempung

= 19.1 kN/m

3

= 00

Cu= 50 kN/m2

Tanah lempung

= 17.7 kN/m3

= 00

Cu= 13 kN/m2

B = 2.5 m

Muka tanah

Q = 11900 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14700 kN

Df =2.5 m

Dw =0.3 m

My =1120 kNm

= 16.23 kN/m3

= 31.610

No. presensi : 31


31/45

o p ese s 3

Nama : BAGAS MURWIDIASTOMO

No. Mhs. : 10505244024







Df = 3 m

H = 3.1 m

Tanah lempung

= 18.1 kN/m

3

= 00

Cu= 34 kN/m2

Tanah lempung

= 17.7 kN/m3

= 00

Cu= 56 kN/m2

B = 2.9 m

Muka tanah

Q = 12200 kN

Y

X

ZB = 2.9 m

B = 2.9 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13300 kN

Df =1.9 m

Dw =0.7 m

My =1260 kNm

= 17.63 kN/m3

= 31.540

No. presensi : 32


32/45

p

Nama : ADITYA PUTRA SAGITA

No. Mhs. : 10505244027







Df = 2.1 m

H = 3.3 m

Tanah lempung

= 19.1 kN/m

3

= 00

Cu= 99 kN/m2

Tanah lempung

= 18.8 kN/m3

= 00

Cu= 77 kN/m2

B = 2.2 m

Muka tanah

Q = 11500 kN

Y

X

ZB = 2.2 m

B = 2.2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13400 kN

Df =1.9 m

Dw =0.5 m

My =1310 kNm

= 18.16 kN/m3

= 30.440

No. presensi : 33


33/45

Nama : I GUSTI BAGUS DARMAW

No. Mhs. : 10505244028







Df = 2.3 m

H = 4.5 m

Tanah lempung

= 16.6 kN/m

3

= 00

Cu= 89 kN/m2

Tanah lempung

= 17.1 kN/m3

= 00

Cu= 31 kN/m2

B = 3 m

Muka tanah

Q = 12200 kN

Y

X

ZB = 3 m

B = 3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14300 kN

Df =1.9 m

Dw =1 m

My =1210 kNm

= 16.61 kN/m3

= 31.980

No. presensi : 34


34/45

Nama : AZIZ WAHYU ARDHIYANT

No. Mhs. : 10505244030







Df = 2.6 m

H = 3.9 m

Tanah lempung

= 17.2 kN/m

3

= 00

Cu= 42 kN/m2

Tanah lempung

= 18.1 kN/m3

= 00

Cu= 84 kN/m2

B = 2.5 m

Muka tanah

Q = 12200 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10100 kN

Df =2.7 m

Dw =0.8 m

My =1290 kNm

= 17.2 kN/m3

= 29.260

No. presensi : 35


35/45

Nama : R.M.IKHSAN ISMU AGUN

No. Mhs. : 10505244031







Df = 2.6 m

H = 4.3 m

Tanah lempung

= 18.1 kN/m3

= 00

Cu= 63 kN/m2

Tanah lempung

= 20 kN/m3

= 00

Cu= 80 kN/m2

B = 2.8 m

Muka tanah

Q = 10900 kN

Y

X

ZB = 2.8 m

B = 2.8 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12400 kN

Df =2.6 m

Dw =1.5 m

My =1480 kNm

= 16.77 kN/m3

= 31.210

No. presensi : 36

N FAISAL PURNOMO ADI


36/45

Nama : FAISAL PURNOMO ADI

No. Mhs. : 10505244032







Df = 2.7 m

H = 4.1 m

Tanah lempung

= 19.6 kN/m3

= 00

Cu= 34 kN/m2

Tanah lempung

= 18.3 kN/m3

= 00

Cu= 86 kN/m

2

B = 2 m

Muka tanah

Q = 13700 kN

Y

X

ZB = 2 m

B = 2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10800 kN

Df =2.9 m

Dw =1.3 m

My =1180 kNm

= 18.23 kN/m3

= 31.930

No. presensi : 37

N DEWI SUPRIYATI


37/45

Nama : DEWI SUPRIYATI

No. Mhs. : 10505244033







Df = 2.3 m

H = 3.4 m

Tanah lempung

= 19.1 kN/m3

= 00

Cu= 23 kN/m2

Tanah lempung

= 16.4 kN/m3

= 00

Cu= 66 kN/m

2

B = 2.9 m

Muka tanah

Q = 13600 kN

Y

X

ZB = 2.9 m

B = 2.9 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =13400 kN

Df =2.2 m

Dw =1.2 m

My =1420 kNm

= 17.67 kN/m3

= 31.720

No. presensi : 38

Nama : ARI WIDI ASTUTI


38/45

Nama : ARI WIDI ASTUTI

No. Mhs. : 10505244034







Df = 2.4 m

H = 3.3 m

Tanah lempung

= 17.2 kN/m3

= 00

Cu= 79 kN/m2

Tanah lempung

= 18.7 kN/m3

= 00

Cu= 44 kN/m

2

B = 2 m

Muka tanah

Q = 14700 kN

Y

X

ZB = 2 m

B = 2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =12600 kN

Df =2.2 m

Dw =0.3 m

My =1100 kNm

= 18.96 kN/m3

= 30.280

No. presensi : 39

Nama : USFATUN NUR FAJRIYAN


39/45

Nama : USFATUN NUR FAJRIYAN

No. Mhs. : 10505244035







Df = 2.4 m

H = 3.5 m

Tanah lempung

= 19.6 kN/m3

= 00

Cu= 94 kN/m2

Tanah lempung

= 16 kN/m3

= 00

Cu= 22 kN/m

2

B = 2 m

Muka tanah

Q = 12100 kN

Y

X

ZB = 2 m

B = 2 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10200 kN

Df =1.7 m

Dw =0.7 m

My =1180 kNm

= 18.87 kN/m3

= 31.150

No. presensi : 40

Nama : MARWIYANTO


40/45

Nama : MARWIYANTO

No. Mhs. : 10505244036







Df = 2.8 m

H = 5.6 m

Tanah lempung

= 18.2 kN/m3

= 00

Cu= 72 kN/m2

Tanah lempung

= 17.3 kN/m3

= 00

Cu= 13 kN/m

2

B = 2.7 m

Muka tanah

Q = 14400 kN

Y

X

ZB = 2.7 m

B = 2.7 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =14500 kN

Df =1.6 m

Dw =1.2 m

My =1130 kNm

= 16.12 kN/m3

= 29.970

No. presensi : 41

Nama : LILIS TRIANINGSIH


41/45

Nama : LILIS TRIANINGSIH

No. Mhs. : 10505244037







Df = 2.8 m

H = 3.7 m

Tanah lempung

= 20 kN/m3

= 00

Cu= 28 kN/m2

Tanah lempung

= 20 kN/m3

= 00

Cu= 42 kN/m

2

B = 2.3 m

Muka tanah

Q = 10600 kN

Y

X

ZB = 2.3 m

B = 2.3 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10200 kN

Df =2.5 m

Dw =1.2 m

My =1310 kNm

= 18.01 kN/m3

= 31.380

No. presensi : 42

Nama : DWI SISILIA SAPUTRI


42/45

No. Mhs. : 10505244039







Df = 2.9 m

H = 5.3 m

Tanah lempung

= 18.6 kN/m3

= 00

Cu= 31 kN/m2

Tanah lempung

= 16.2 kN/m3

= 00

Cu= 27 kN/m

2

B = 2.4 m

Muka tanah

Q = 10000 kN

Y

X

ZB = 2.4 m

B = 2.4 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11200 kN

Df =1.9 m

Dw =0.8 m

My =1490 kNm

= 18.18 kN/m3

= 29.490

No. presensi : 43

Nama : YOSHE WAHYU TRIAS RE


43/45

No. Mhs. : 10505244040







Df = 2.3 m

H = 5.6 m

Tanah lempung

= 16.4 kN/m3

= 00

Cu= 56 kN/m2

Tanah lempung

= 18.7 kN/m3

= 00

Cu= 94 kN/m

2

B = 2.1 m

Muka tanah

Q = 10100 kN

Y

X

ZB = 2.1 m

B = 2.1 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10500 kN

Df =1.9 m

Dw =0.7 m

My =1080 kNm

= 18.79 kN/m3

= 30.010

No. presensi : 44

Nama : FARYO ZULMY ASWAN


44/45

No. Mhs. : 10505249001







Df = 2.6 m

H = 3.1 m

Tanah lempung

= 18.6 kN/m3

= 00

Cu= 38 kN/m2

Tanah lempung

= 18.5 kN/m3

= 00

Cu= 28 kN/m

2

B = 2.5 m

Muka tanah

Q = 14500 kN

Y

X

ZB = 2.5 m

B = 2.5 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =10300 kN

Df =2.2 m

Dw =0.5 m

My =1480 kNm

= 16.11 kN/m3

= 31.110

No. presensi : 45

Nama : KGS MUHAMMAD TAUFIQ


45/45

No. Mhs. : 10505249002







Df = 2.4 m

H = 5.4 m

Tanah lempung

= 17.2 kN/m3

= 00

Cu= 80 kN/m2

Tanah lempung

= 17.4 kN/m3

= 00

Cu= 71 kN/m2

B = 2.9 m

Muka tanah

Q = 14600 kN

Y

X

ZB = 2.9 m

B = 2.9 m

Muka tanah

Dasar pondasi

Muka air tanah

Q =11800 kN

Df =2.8 m

Dw =1.2 m

My =1450 kNm

= 18.03 kN/m3

= 31.890

soal pondasi dangkal besmart

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