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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
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