=5,440332031j=4,76

y=0,033333333mha=1,40m

h=4,233333333m

Para:

j=4,76=29,5

cosj=0,997ka=0,34256326

cosj=0,993

cos=0,758

Pa=5,16T/m

Pav=0,43T/m

Pah=5,14T/m

tablaSeccinPeso (T/m)Brazo (m)Momento (A) (T-m/m)

12,80,466666671,30666667

281,29,6

31,21,82,16

41,06681,92,02692

Mresistente15,0935867

W=13,0668

Mactuante7,194660121T-m/m

FS volcamiento2,097887379OK

b) Deslizamiento: El suelo de cimentacin

=0,565772778

FS deslizamiento=1,438563526NO CUMPLE