Datos del Cartel P cartel = 2.40 ton

q cartel = 50 kgf/m2L (m) = 12H (m) = 4qadm = 40 t/m2

Columnas lc (m) = 0.3bc (m) = 0.2Hc (m) = 16.6

P col = 2.39 ton

(Pcol + Pcartel /2) /A = 59.84 t /m2

q columna = 59.84 x 0.20 = 11.97 t /m

Zapata Df (m) = 2

Bz (m) = 0.4Lz (m) = 0.9hz (m) = 0.4

Pz = 0.346 ton qz =

Pz /A = 0.96 qz (t /m) = 0.38 =

A =0.36 m2

0.38 t /m

(Pz /A) Bz

N = P cartel/2 + P col + Pz N = 3.94 ton N / A = 10.93 t /m2qs = 4.37 t /m = N/A x Bz 3.7 veces sobre dim

qs - qz = 3.99 t /m

x Q (x)0 0.00

0.3 1.200.6 -1.200.9 0.00

Q (x)

-1.50

-1.00

-0.50

0.00

0.50

1.00

1.50

0 0.2 0.4 0.6 0.8 1