meyerhoff

DAYA DUKUNG PONDASI DANGKALMETODE MEYERHOF BEBAN SENTRIS

Tanggal : April 8, 2023

Identifikasi : CONTOH 1

INPUT DATA HASIL MEYERHOFSatuan :

Satuan : SI SI or E Daya Dukung

q u = 413.233 kPa

Bentuk&Ukuran Pondasi : q u net = 389.358 kPa

Bentuk : SQ SQ, CI, CO, or RE qa net = 132.294 kPa

B = 1 m Beban Izin Kolom

L = 1 m P = 132.294 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 Meyerhof

Unit Konversi 1 18.049

9.8 1.457

0.401426 1.378

8.661

1.228 1.228

1.189

4.825

1.228

1.189

7.200

Kp = 2.283

B/L = 1.000

D/B = 1.250

16.350

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

g' =

s zD' =

DwD

GWT

L=Panjang Pondasi






q u = 5,424.726 kPa

Bentuk&Ukuran Pondasi : q u net = 5,375.677 kPa

Bentuk : CI SQ, CI, CO, or RE qa net = 2,157.590 kPa

B = 2.5 m Beban Izin Kolom

L = 2.5 m P = ### 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 1.841

0.663225 1.246

48.933

1.420 1.420

1.123

64.074

1.420

1.123

12.660

Kp = 4.204

B/L = 1.000

D/B = 0.600

30.750

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

g' =

s zD' =

DwD

GWT

L=Panjang Pondasi






q u = 1,711.870 kPa

Bentuk&Ukuran Pondasi : q u net = 1,696.487 kPa

Bentuk : CO SQ, CI, CO, or RE qa net = 567.390 kPa

B = 1 m Beban Menerus izin

L = 1 m P/b = 567.390 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 1.678

0.575959 1.368

26.092

1.339 1.339

1.184

26.166

1.339

1.184

9.700

Kp = 3.392

B/L = 1.000

D/B = 1.000

9.700

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

g' =

s zD' =

DwD

GWT

L=Panjang Pondasi






q u = 551.651 kPa

Bentuk&Ukuran Pondasi : q u net = 535.288 kPa

Bentuk : RE SQ, CI, CO, or RE qa net = 215.221 kPa

B = 3 m Beban Izin Kolom

L = 4.5 m P = 2,905.477 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 1.293

0.383972 1.099

7.821

1.147 1.147

1.049

4.066

1.147

1.049

8.700

Kp = 2.198

B/L = 0.667

D/B = 0.333

13.600

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

g' =

s zD' =

DwD

GWT

L=Panjang Pondasi

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