PROYECTO:

Zapata B2

1 2 3 4 5 6ELEMENTO L1 (m) L2 (m) E (m) Db (") Db (m)

ZB2-X 3 0.60 3/4 0.019ZB2-Y 2 0.60 3/4 0.019

Columna A1 y A6

1 2 3 4 5 6ELEMENTO L1 (m) L2 (m) E (m) Db (") Db (m)COL A1 - X 0.30 9.70 3/4 0.019COL A1 - Y 0.40 9.70 3/4 0.019

Zapata B2

7 8 9 10 11 12 13 14Pb (Kg/m) Rs (m) Ra (m) No. S S (m) Lg (m) Ld (m) Lr (m)

2.235 0.08 0.03 1 0.20 0.2653 0.6928 2.842.235 0.08 0.03 1 0.20 0.2653 0.6928 1.84

Columna A1 y A6

7 8 9 10 11 12 13 14Pb (Kg/m) Rs (m) Ra (m) No. S S (m) Lg (m) Ld (m) Lr (m)

2.235 0.08 0.05 1 0.0350 0.2653 0.4190 9.572.235 0.08 0.05 1 0.0465 0.2653 0.4190 9.57

15 16 17Lt (m) # de Barras P tot bs (Kg)3.37 16 120.532.37 11 58.28

15 16 17Lt (m) # de Barras P tot bs (Kg)10.10 10 225.7510.10 4 90.30