Mekanika Tanah 1 Pertemuan 12 - Adhi Muhtadi WebBlog
Mekanika Tanah 1 Pertemuan 12 - Adhi Muhtadi WebBlog
Mekanika Tanah 1 Pertemuan 12 - Adhi Muhtadi WebBlog
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3 m<br />
4 m<br />
4 m<br />
2 m<br />
1 m<br />
· A<br />
· B<br />
· C<br />
· D<br />
CONTOH SOAL<br />
γ t,1 = 17 kN/m 3<br />
γ d,1 = 13 kN/m 3<br />
γ t,2 = 18 kN/m 3<br />
γ d,2 = 14 kN/m 3<br />
γ t,3 = 18 kN/m 3<br />
γ d,3 = 15 kN/m 3<br />
σ A = γ t,1 x 1 m<br />
= 17 kN/m 2<br />
σ B = γ t,1 x 3 m<br />
= 51 kN/m 2<br />
σ C = γ t,1 x 3 m + γ t,2 x 4 m<br />
= <strong>12</strong>3 kN/m 2<br />
σ D = γ t,1 x 3 m + γ t,2 x 4 m<br />
+ γ t,3 x 2 m<br />
= 159 kN/m 2
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