Zapatas Conectadas y Combinadas - Concreto II

7/26/2019 Zapatas Conectadas y Combinadas - Concreto II

1/8

Area Pd Plc1 6 41.1 7.5

c2 12.2 62 15.3

c3 6.2 41.4 7.8

c4 6 41.1 7.5c5 14 77.1 17.5

c6 30.1 119.8 37.6

c7 26.1 113.3 32.6

c8 10 56.2 12.5

c9 16 86.1 20

c10 37.1 140.8 46.4

c11 41.1 151 51.4

c12 20 96.3 25

c13 8 50.1 10

c14 19.6 86.3 24.5

c15 21.6 92.4 27

c16 10 56.2 12.5

Ao 0.72

Bo 2.4

Pu 177.32

Su 28.48

Vu 156.82

Vu Ovc Vu

156.82 159.64 45.95


2/8

servicio

b 0.35

t 0.7

t 2.1

p+ pp 1.078

Az 6.23

m 1.41

A 1.76

B 3.53

Rotura

d 0.5

Vc 187.81 bo 1.76

Ovc 159.64 Ao 1.61

Vu 45.95 Vc

Ovc

Ovc

57.60


3/8

PD 96.3

P 25

pd + p! 121.3

2b+t 1.4 b+t 1.05tb 0.245

6.23

P"d 7499.0123

#u 50.27

P 149.98

A$ 27.61

A$m%& 15.88

67.76

57.60


4/8

Columnas Area Pd Pl d (cm)Punzonamiento Traccion diagonal

Vu Vc Vu Vc

c1 6 41.1 7.5 50 50.95 159.6 8.51 43.87

c 12.2 62 15.3 50 92.34 159.64 22.37 45.98

c! 6.2 41.4 7.8 50 50.95 159.6 8.51 43.87

c4 6 41.1 7.5 50 54.23 103.10 22.48 46.16

c5 14 77.1 17.5 50 108.77 272.71 19.79 66.45

c" 30.1 119.8 37.6 50 202.40 272.71 50.69 87.25

c7 26.1 113.3 32.6 50 202.40 272.71 50.69 87.25

c# 10 56.2 12.5 50 79.53 159.64 17.98 43.34

c$ 16 86.1 20 50 146.09 272.71 31.56 75.30

c1% 37.1 140.8 46.4 50 269.45 272.71 74.76 99.66

c11 41.1 151 51.4 50 269.45 272.71 74.76 99.66

c1 20 96.3 25 50 156.82 159.64 45.95 57.60

c1! 8 50.1 10 50 58.33 272.71 5.39 51.91

c14 19.6 86.3 24.5 50 146.09 272.71 31.56 75.30

c15 21.6 92.4 27 50 146.09 272.71 31.56 75.30

c1" 10 56.2 12.5 50 79.53 159.64 17.98 43.34


5/8

&a'atas

'(1

'(2

'(1

'(3

'(4

'(5

'(5

'(6

'(7

'(8

'(8

'(9

'(10

'(7

'(7

'(6


6/8

Columnas Area Pd Pl A

c1 6 41.1 7.5 2.25 1.12

c 12.2 62 15.3 2.82 1.!!

c! 6.2 41.4 7.8 2.25 1.12

c4 6 41.1 7.5 1.76 1.41

c5 14 77.1 17.5 2.39 2.04

c" 30.1 119.8 37.6 3.02 2.67

c7 26.1 113.3 32.6 3.02 2.67

c# 10 56.2 12.5 1.33 2.66

c$ 16 86.1 20 2.66 2.31

c1% 37.1 140.8 46.4 3.40 3.05

c11 41.1 151 51.4 3.40 3.05

c1 20 96.3 25 1.76 3.53

c1! 8 50.1 10 1.94 1.59c14 19.6 86.3 24.5 2.66 2.31

c15 21.6 92.4 27 2.66 2.31

c1" 10 56.2 12.5 1.33 2.66

c1 c5 4.83 5.85

c c" 5.85

c! c7 5.83 50.1

c7 c# 4.83 86.3

c$c1! 8.03 P) 60.1

c1%c14 8.03 P% 110.8

c11c15 8

c1c1" 8 4

c11c1 4.83

c16(c15 4.83


7/8

v 3.68

* 0.60 0.6

B 0.4 o

1.41 P% 175.26

P) 99.93 ,)

#m-"

Pv 2.96

#o

c 4.34

) 0.49

b 2.50 Ovc

P% 9.57 p

/)(Pz 112.47 A$

A$m%&

'AP. O#BADA

/(P' 170.9

o 5.89

10 o 5.9

24.5 0.098

Az 8.94 8.95

B 1.52

A' 219.4734

A 308


8/8

d 51

1.00

pd 1734

100.42 pd2 3006756

32.23#o 4062850.49

40.63

14.10

34

24.55

6.80

Zapatas Conectadas y Combinadas - Concreto II

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