cad pondasi oke mi
TRANSCRIPT
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7/25/2019 Cad Pondasi Oke Mi
1/1
Tanah
Timbunan Tanah
Insitu
B = 3,29 m
D= 0,9m
H = 4,7m
qmax = 89,85 kN/m
qmin = 62,42 kN/m
Pa= 78,42 kN
Dinding Penahan:Tipe = GravitasiBahan = Beton
Pp= 67,09 kN
0,76m 1,78m 0,76m
0,4m
TAMPAK SAMPINGSkala jarak 1 : 50Skala gaya 1 : 50 kN
B = 3,29 m
H = 4,7m
Dinding Penahan:Tipe = GravitasiBahan = Beton
0,76m 1,78m 0,76m
0,4m
GAMBAR PERSPEKTIFSkala jarak 1 : 50
Skala gaya 1 : 50 kN
H2= 4,14m
H3= 0.56m
H1 = 0,3m
H' = 5,0m
H'.
H'/3= 1,67m
D.Kp= 27,96 kN/m
H2= 4,14m
H3= 0.56m
D/3= 0.3m