vesic

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DAYA DUKUNG PONDASI DANGKAL METODE VESIC BEBAN SENTRIS Tanggal : August 14, 2022 Identifikasi : CONTOH 1 INPUT DATA HASIL VESIC Satuan : Satuan : SI SI or E Daya Dukung q u = 313.047 kPa Bentuk&Ukuran Pondasi : q u net = 299.895 kPa Bentuk : SQ SQ, CI, CO, or RE qa net = 98.899 kPa B = 1m Beban Izin Kolom L = 1 m P = 98.899 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 Vesic Unit Konversi 1 18.049 9.8 1.480 0.401425727958696 1.358 8.661 1.424 1.282 8.202 0.600 1.000 B/L = 1.000 k = 0.896 16.350 7.200 Nc = g w = sc = f wwwwwwww () dc = Nq = sq = dq = N g = s g = d g = s www = g w = Dw GWT D

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Page 1: Vesic

DAYA DUKUNG PONDASI DANGKALMETODE VESIC BEBAN SENTRIS

Tanggal : April 8, 2023

Identifikasi : CONTOH 1

INPUT DATA HASIL VESICSatuan :

Satuan : SI SI or E Daya Dukung

q u = 313.047 kPa

Bentuk&Ukuran Pondasi : q u net = 299.895 kPa

Bentuk : SQ SQ, CI, CO, or RE qa net = 98.899 kPa

B = 1 m Beban Izin Kolom

L = 1 m P = 98.899 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 Vesic

Unit Konversi 1 18.049

9.8 1.480

0.4014257279587 1.358

8.661

1.424

1.282

8.202

0.600

1.000

B/L = 1.000

k = 0.896

16.350

7.200

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

s zD' =

g ' =

Dw

GWT

D

Page 2: Vesic

DAYA DUKUNG PONDASI DANGKALMETODE VESIC BEBAN SENTRIS

Tanggal : April 8, 2023

Identifikasi : CONTOH 1

INPUT DATA HASIL VESICSatuan :

Satuan : SI SI or E Daya Dukung

q u = 3,364.696 kPa

Bentuk&Ukuran Pondasi : q u net = 3,339.021 kPa

Bentuk : CI SQ, CI, CO, or RE qa net = 1,333.578 kPa

B = 2.5 m Beban Izin Kolom

L = 2.5 m P = 6,546.187 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

Perhitungan Metode Vesic

Unit Konversi 1 61.352

9.8 1.798

0.66322511575785 1.240

48.933

1.781

1.138

78.024

0.600

1.000

B/L = 1.000

k = 0.600

30.750

12.660

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

s zD' =

g ' =

Dw

GWT

D

Page 3: Vesic

DAYA DUKUNG PONDASI DANGKALMETODE VESIC BEBAN SENTRIS

Tanggal : April 8, 2023

Identifikasi : CONTOH 1

INPUT DATA HASIL VESICSatuan :

Satuan : SI SI or E Daya Dukung

q u = 1,168.084 kPa

Bentuk&Ukuran Pondasi : q u net = 1,155.771 kPa

Bentuk : CO SQ, CI, CO, or RE qa net = 386.128 kPa

B = 1 m Beban Menerus izin

L = 1 m P/b = 386.128 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

Perhitungan Metode Vesic

Unit Konversi 1 38.638

9.8 1.000

0.57595865315813 1.400

26.092

1.000

1.269

35.188

1.000

1.000

B/L = 0.000

k = 1.000

9.700

9.700

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

s zD' =

g ' =

Dw

GWT

D

Page 4: Vesic

DAYA DUKUNG PONDASI DANGKALMETODE VESIC BEBAN SENTRIS

Tanggal : April 8, 2023

Identifikasi : CONTOH 1

INPUT DATA HASIL VESICSatuan :

Satuan : SI SI or E Daya Dukung

q u = 539.333 kPa

Bentuk&Ukuran Pondasi : q u net = 527.126 kPa

Bentuk : RE SQ, CI, CO, or RE qa net = 210.293 kPa

B = 3 m Beban Izin Kolom

L = 4.5 m P = 2,838.957 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

Perhitungan Metode Vesic

Unit Konversi 1 16.883

9.8 1.309

0.38397243543875 1.133

7.821

1.269

1.105

7.128

0.733

1.000

B/L = 0.667

k = 0.333

13.600

8.700

Nc =

g w = sc =

f (radians) dc =

Nq =

sq =

dq =

N g =

s g =

d g =

s zD' =

g ' =

Dw

GWT

D