Z-L5 P= 27.0 TON Df= 0.8 mMy= 4.1 TON.M d= 0.15 mMx= 4.1 TON.M H= 0.2 mqa= 10 ton/m2 f.c.= 1.4

2.4 f ' c= 250 kg/m2 B= 2.4 mf 'y= 4200 kg/m2 L= 2.4 m

suelo= 2100 kg/m3 Col= 0.5 X 0.5

1.682.4

2.76

A= 5.76

Sx= 2.4 2.4 2.304 Sy= 2.40 2.4 2.3046 6

ex= 4.1 = 0.152 <

q1= 37.8 + 5.74 + 5.74 = 9.87 275.76 2.30 2.304

ey= 4.1 = 0.152 <q2= 37.8 + 5.74 - 5.74 = 4.88 27

5.76 2.30 2.304

q3= 37.8 - 5.74 + 5.74 = 4.885.76 2.30 2.304

q4= 37.8 - 5.74 - 5.74 = -0.1005.76 2.30 2.304

calculo por penetración

V=( 9.87 + 4.88 )( 5.76 - 0.4225 )=2

d= 39357.76 = 10.63 cm0.85 260 1.06 250

1

V=( 7.37 ) ( 0.875 ) ( 2.4 )= 15.492.4

d= 15485.02 = 9.1 cm0.85 240 0.53 250

0.875

0.08

0.875 V=( 7.37 ) ( 0.875 ) ( 2.4 )= 15.4850.075

d= 15485 = 9.05807 cm0.85 240 0.53 250

2.4

M2

2= 2=

11

221

441

331

11

221

441

331

c c= 0.95 m

q1 s= 0.95 9.87 + (2) 7.89 = 0.45741 m.3 9.87 + 7.89

V 4.884.98

x= 49.26 cm9.87

s x 1.45 V= ( 9.87 + 7.89 ) ( 0.95 * 2.4 ) =2

2.40

q ' 1= 3.01 M= 20244.1 * 49.26 = 997195 kg.cmq1= 7.89

q= 0.08667 < 0.18

= 0.0052 min = 0.0033

As= 11.88

3/8" 1/2" 5/8" 3/4"SEPARACION 14.34 25.7 40.0 57.6 cm

c c= 0.95 m

q1 s= 0.95 9.87 + (2) 59.28 = 0.58815 m.3 9.87 + 59.28

V 4.884.98

x= 36.18 cm9.87

s x 26.2 V= ( 9.87 + 59.28 ) ( 0.95 * 2.4 ) =2

2.40

q ' 1= 54.39 M= 78821.25 * 36.18 = 2852138 kg.cmq1= 59.28

q= 0.28198 < 0.18

= 0.0168 min = 0.0033

cm 2

As= 60.42

3/8" 1/2" 5/8" 3/4"SEPARACION 2.82 5.04433 7.86438 11.3199

cm 2

0.860.421.28 0.25 0.3

0.75 1.0

0.420.24 0.25 0.20.66 0.75 0.5

L/6= 0.400

B/6= 0.4

39.4

< 15

< 15

< 15

B 2.4L 2.4d= 15

2504200

20.24410087 ton

B 2.4L 2.4

15250

42005050

78.82124931 ton