8/3/2019 Daya dukung Tiang

1/3

Tabel Perhitungan Daya Dukung Vertikal Tiang Berdasarkan Data C

Tiang Pancang Beton Segitiga 32 x 32

Sondir qc JHP A As Qall (kg)

A 150 1400 512 96 42,240

B 150 1200 512 96 38,400

8/3/2019 Daya dukung Tiang

2/3

Tabel Perhitungan Daya Dukung Vertikal Tiang Berdasarkan Data Nspt

Tiang Pancang Beton Segitiga 32 x 32

Boring L tiang D tiang blt Nujung K Qp ult Nrata-rata Qs ult Qall

B1 15 0.32 10 25 12.8 10 62.40 30

B1 15 0.32 10 25 12.8 15 86.40 39

T b l P hit D D k V tik l Ti B d k D t L b

8/3/2019 Daya dukung Tiang

3/3

Tabel Perhitungan Daya Dukung Vertikal Tiang Berdasarkan Data Lab

Tiang Pancang Baja D 600 L 20 meter

Sondir Ap Cu Nc* As f Qall (kg

A 2826 11 9 376800 0.8 193

B 2826 8 9 376800 0.69 154,4

C 2826 8 9 376800 0.69 154,4

D 2826 8 9 376800 0.69 154,4

E 2826 8 9 376800 0.69 154,4

F 2826 8 9 376800 0.69 154,4

Tiang Pancang Baja D 400 L 20 meter

Sondir Ap Cu Nc* As f Qall (kg

A 1256 8 9 251200 0.8 97

B 1256 8 9 251200 0.8 97,1C 1256 8 9 251200 0.8 97,1

D 1256 8 9 251200 0.8 97,1

E 1256 8 9 251200 0.8 97,1

F 1256 8 9 251200 0.8 97,1