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tugas pondasi dangkal
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NAMA : ABDUL KHOLIK ROMARCHAN
NIM : 5113413063
PRODI : TEKNIK SIPIL S1
Diketahui :
PZ = -320 ton = -320000 kg
My = +234,7 + 63 = +297.7 ton = +297700 kg
qall = 3,0 kg/cm2
DItanya
1. Lebar pondasi (B) ?
2. Gambar tegangan tanah pada dasar pondasi telapak ?
Jawab
1. qall =
A =
A =
A = 106666,67 cm2 = 10,67 m2
A = B x B
B = √
B = √
B = 3,27 m
Perhitungan tegangan tanah
σ =
+
σ =
+
σ = 8888,8 + 8269,4
σmax = 17158,2 < qall ……. OK
σmin = 619,4> 0 ………. OK
2.
-619,49 kg/m2
17158,29 kg/m2
8888,89 kg/m2
26047,18 kg/m2
8269.4 kg/m2