Beton II Bab III - 28 3.3.3 TUGAS Gambar 3.15 Cantilever Retaining Wall PERMASALAHAN Gambar 3.16 Latihan Retaining Wall fc ' = 25 Mpa fy = 400 MPa D19 + D16 Ύ beton = 2400 Kg/m3 Ύ tanah urug 125 pcf 2000 Kg/m3 q allowable = 3 kcf 5 Kg/cm2 φ tanah = 30 degree 2750 750 500 3000 RENCANAKAN PENULANGAN DINDING PENAHAN TANAH DAN GAMBAR DISESUAIKAN DENGAN PERATURAN SNI 375 750 1875 250 4500
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Gambar 3.15 Cantilever Retaining Wall PERMASALAHAN · PDF fileRENCANAKAN PENULANGAN DINDING PENAHAN TANAH DAN GAMBAR DISESUAIKAN DENGAN ... Gambar 3.17 Contoh Hasil Penulangan. Beton
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Design Parameter ; LOAD FACTOR and CONCRETE STEEL DATA
( ) fyfycf
b .600600..'.85,0 1
+=
βρ
bρρ .75,0≤
Beton II Bab III - 32
Gambar 3.19 Sketsa Penulangan Dinding Penahan Tanah
Distribusi gaya V dibagian ujung diasumsikan pada 1/3 lebar dasar plat ponsq max = 39375 /3/3 m 39375Berat tanah =0,75*0,75*U43 1125Berat beton '=0,5*0,75*U42 900
500 mm 250Net tegangan di dasar 37350 KgGaya V 37350 Kg