hansen

DAYA DUKUNG PONDASI DANGKALMETODE HANSEN BEBAN SENTRIS

Tanggal : April 8, 2023

Identifikasi : CONTOH 1

INPUT DATA HASIL HANSENSatuan :

Satuan : SI SI or E Daya Dukung

q u = 444.507 kPa

Bentuk&Ukuran Pondasi : q u net = 415.348 kPa

Bentuk : SQ SQ, CI, CO, or RE qa net = 142.719 kPa

B = 1 m Beban Izin Kolom

L = 1 m P = 142.719 kN

D = 1.25 m

Sifat Tanah :

c = 5 kPa

phi = 23 deg

gamma = 17 kN/m^3

Dw = 0.75 m

Angka Keamanan :

F = 3

Perhitungan Metode HansenUnit Konversi 1 18.049

9.8 1.480

0.401426 1.358

8.661

1.391

1.282

4.878

0.600

1.000

B/L = 1.000

D/B = 1.250

k = 0.896

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

7.200

16.350

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

ic =

gc =

bc =

iq =

gq =

bq =

ig =

gg =

bg =

g' =

s zD' =

GWT

DwD






q u = 4,668.672 kPa

Bentuk&Ukuran Pondasi : q u net = 4,612.110 kPa

Bentuk : CI SQ, CI, CO, or RE qa net = 1,855.169 kPa

B = 2.5 m Beban Izin Kolom

L = 2.5 m P = 9,106.539 kN

D = 1.5 m

Sifat Tanah :

c = 10 kPa

phi = 38 deg

gamma = 20.5 kN/m^3

Dw = 2 m

Angka Keamanan :

F = 2.5


9.8 1.798

0.663225 1.240

48.933

1.616

1.138

56.174

0.600

1.000

B/L = 1.000

D/B = 0.600

k = 0.600

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

12.660

30.750

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

ic =

gc =

bc =

iq =

gq =

bq =

ig =

gg =

bg =

g' =

s zD' =

GWT

DwD






q u = 1,115.970 kPa

Bentuk&Ukuran Pondasi : q u net = 1,103.658 kPa

Bentuk : CO SQ, CI, CO, or RE qa net = 368.757 kPa

B = 1 m Beban Menerus izin

L = 0 m P/b = 368.757 kN/m

D = 1 m

Sifat Tanah :

c = 12.5 kPa

phi = 33 deg

gamma = 19.5 kN/m^3

Dw = 0 m

Angka Keamanan :

F = 3


9.8 1.000

0.575959 1.400

26.092

1.000

1.269

24.442

1.000

1.000

B/L = 0.000

D/B = 1.000

k = 1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

9.700

9.700

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

ic =

gc =

bc =

iq =

gq =

bq =

ig =

gg =

bg =

g' =

s zD' =

GWT

DwD






q u = 562.144 kPa

Bentuk&Ukuran Pondasi : q u net = 543.357 kPa

Bentuk : RE SQ, CI, CO, or RE qa net = 219.418 kPa

B = 3 m Beban Izin Kolom

L = 4.5 m P = 2,962.139 kN

D = 1 m

Sifat Tanah :

c = 15 kPa

phi = 22 deg

gamma = 18.5 kN/m^3

Dw = 0.5 m

Angka Keamanan :

F = 2.5


9.8 1.309

0.383972 1.133

7.821

1.250

1.105

4.134

0.733

1.000

B/L = 0.667

D/B = 0.333

k = 0.333

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

1.000

8.700

13.600

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

ic =

gc =

bc =

iq =

gq =

bq =

ig =

gg =

bg =

g' =

s zD' =

GWT

DwD

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