Rekayasa Pondasi: Kelompok 1

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Rekayasa pondasi Kelompok 1

Dengan data – data ini, direncanakan tiang dari beton precast dengan 23,00 m. ukuran penampang tiang pancang kita tentukan 40 x 40.

Penulangan penulangan tiang pancang dihitung berdasarkan kebutuhan pada

waktu pengankatan. a.

M1 = ½ g.a2 g = berat tiang pancang : kg/m M2 = 1/8 g (L – 2a)2 – ½ g.a2 M1 = M2 ½ g . A2 = 1/8 g (L – 2a)2 - ½ g.a2 4a2 +4 aL –L2 = 0 a= = o,209 .

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