vesic
DESCRIPTION
perhitungan beban yang dapat dipikul dengan metode vesicTRANSCRIPT
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
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
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
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