NAMA : ABDUL KHOLIK ROMARCHANNIM : 5113413063PRODI : TEKNIK SIPIL S1

Diketahui :PZ = -320 ton = -320000 kgMy = +234,7 + 63 = +297.7 ton = +297700 kgqall = 3,0 kg/cm2

DItanya1. Lebar pondasi (B) ?2. Gambar tegangan tanah pada dasar pondasi telapak ?

Jawab1. qall = A = A = A = 106666,67 cm2 = 10,67 m2A = B x BB = B = B = 3,27 m

Perhitungan tegangan tanah = + = + = 8888,8 + 8269,4max = 17158,2 < qall . OKmin = 619,4> 0 . OK

2. 26047,18 kg/m28269.4 kg/m28888,89 kg/m217158,29 kg/m2-619,49 kg/m2