Download - Terzaghi
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DAYA DUKUNG PONDASI DANGKALMETODE TERZAGHI BEBAN SENTRIS
Tanggal : April 8, 2023Identifikasi : CONTOH 1
INPUT DATA HASIL TERZAGHI
Satuan : SI SI or E Daya Dukungq u = 282.548 kPa
Bentuk&Ukuran Pondasi : q u net = 266.198 kPaBentuk : SQ SQ, CI, CO, or RE qa net = 88.733 kPa
B = 1 m Beban Izin KolomL = 1 m P = 88.733 kND = 1.25 m
Sifat Tanah :c = 5 kPa
phi = 23 deggamma = 17 kN/m^3
Dw = 0.75 m
Angka Keamanan :F = 3
Perhitungan Metode Terzaghi
Unit Konversi 1 2.496644599.8 18.049
0.401426 8.6618.2027.200
Koefisien 1 = 1.300Koefisien 3 = 0.400
16.350
a q =g w = Nc =f (radians) Nq =
N g =g ' =
s zD' =
B
D
GWT
Dw
L= Panjang Pondasi
![Page 2: Terzaghi](https://reader036.vdokumen.com/reader036/viewer/2022082915/545cd37db1af9f534f8b4ad8/html5/thumbnails/2.jpg)
DAYA DUKUNG PONDASI DANGKALMETODE TERZAGHI BEBAN SENTRIS
Tanggal : April 8, 2023Identifikasi : CONTOH 1
INPUT DATA HASIL TERZAGHI
Satuan : SI SI or E Daya Dukungq u = 3,043.111 kPa
Bentuk&Ukuran Pondasi : q u net = 3,012.361 kPaBentuk : CI SQ, CI, CO, or RE qa net = 1,204.944 kPa
B = 2.5 m Beban Izin KolomL = 2.5 m P = 5,914.757 kND = 1.5 m
Sifat Tanah :c = 10 kPa
phi = 38 deggamma = 20.5 kN/m^3
Dw = 2 m
Angka Keamanan :F = 2.5
Perhitungan Metode Terzaghi
Unit Konversi 1 4.863589599.8 61.352
0.663225 48.93378.02412.660
Koefisien 1 = 1.300Koefisien 3 = 0.300
30.750
a q =g w = Nc =f (radians) Nq =
N g =g ' =
s zD' =
B
D
GWT
Dw
L= Panjang Pondasi
![Page 3: Terzaghi](https://reader036.vdokumen.com/reader036/viewer/2022082915/545cd37db1af9f534f8b4ad8/html5/thumbnails/3.jpg)
DAYA DUKUNG PONDASI DANGKALMETODE TERZAGHI BEBAN SENTRIS
Tanggal : April 8, 2023Identifikasi : CONTOH 1
INPUT DATA HASIL TERZAGHI
Satuan : SI SI or E Daya Dukungq u = 906.731 kPa
Bentuk&Ukuran Pondasi : q u net = 897.031 kPaBentuk : CO SQ, CI, CO, or RE qa net = 299.010 kPa
B = 1 m Beban Menerus izinL = 1 m P/b = 299.010 kN/mD = 1 m
Sifat Tanah :c = 12.5 kPa
phi = 33 deggamma = 19.5 kN/m^3
Dw = 0 m
Angka Keamanan :F = 3
Perhitungan Metode Terzaghi
Unit Konversi 1 3.830956969.8 38.638
0.575959 26.09235.188
9.700Koefisien 1 = 1.000Koefisien 3 = 0.500
9.700
a q =g w = Nc =f (radians) Nq =
N g =g ' =
s zD' =
B
D
GWT
Dw
L= Panjang Pondasi
![Page 4: Terzaghi](https://reader036.vdokumen.com/reader036/viewer/2022082915/545cd37db1af9f534f8b4ad8/html5/thumbnails/4.jpg)
DAYA DUKUNG PONDASI DANGKALMETODE TERZAGHI BEBAN SENTRIS
Tanggal : April 8, 2023Identifikasi : CONTOH 1
INPUT DATA HASIL TERZAGHI
Satuan : SI SI or E Daya Dukungq u = 509.999 kPa
Bentuk&Ukuran Pondasi : q u net = 496.399 kPaBentuk : RE SQ, CI, CO, or RE qa net = 198.559 kPa
B = 3 m Beban Izin KolomL = 4.5 m P = 2,680.553 kND = 1 m
Sifat Tanah :c = 15 kPa
phi = 22 deggamma = 18.5 kN/m^3
Dw = 0.5 m
Angka Keamanan :F = 2.5
Perhitungan Metode Terzaghi
Unit Konversi 1 2.397428979.8 16.883
0.383972 7.8217.1288.700
Koefisien 1 = 1.300Koefisien 3 = 0.400
13.600
a q =g w = Nc =f (radians) Nq =
N g =g ' =
s zD' =
B
D
GWT
Dw
L= Panjang Pondasi