Pipa Sandaran.pptx
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Faktor beban beban mati
Faktor beban akibat aksi2
Pipa sandaran
Perencanaan Tiang Sandaran
0,22
PENULANGAN BETON
Perencanaan Kerb Kerb harus direncanakan untuk menahan beban rencana ultimit sebesar 15 kN/meter yang bekerja sepanjang bagian atas kerb
M*
= P . lengan momen = 2 x 15 x 1 x 0,25 = 7,5kNm
PENULANGAN BETON
Faktor beban akibat aksi2
Pipa sandaran
Perencanaan Tiang Sandaran
0,22
PENULANGAN BETON
Perencanaan Kerb Kerb harus direncanakan untuk menahan beban rencana ultimit sebesar 15 kN/meter yang bekerja sepanjang bagian atas kerb
M*
= P . lengan momen = 2 x 15 x 1 x 0,25 = 7,5kNm
PENULANGAN BETON
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