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