VERIFICAÇÃO PILARES

8/18/2019 VERIFICAÇÃO PILARES

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DIAGRAMA DE INTERA

COLUMNAS DE SECCION R

GEOMETRIA DE LA SECCION

Longitud en direccion X (m) 0.25

Longitud en direccion Y (m) 0.40

REFUERZO DE LA SECCION

# Varillas en direcion X 3

# Varillas en direcion Y 2

Recubrimiento (m) 0.04

iametro del Re!uer"o (ulg) 5$%&

'rea de re!uer"o (cm) .*4

+ (,) .*4 -umle

saciamiento /ori"ontal (cm) 3.%2 -umle

saciamiento Vertical (cm) 3.2 -umle

MATERIALES

300

1 0.%4

4200

PARAMETROS DE CALCULO

# t il 2

!;c (


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Punto 7 4.42 41.43

Punto 8 4.50 27.14


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CION DE

ECTANGULAR

0.1 0.2 0.3

ECCION 0.25m x 0.4m

'cerca de

?-@-89


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F!"#$

% ulo

!% +

!


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DIAGRAMA DE INTERACCION

COLUMNAS DE SECCION RECTAN

CARGA CONCENTRICA FALLA BALANCEADA

305.15 20.71

213.6 111.72244.12 17.62

170.88 78.21

12.33

ZONA DE FALLA FRAGIL

unto c a n 6nA

An A6n unto

# (cm) (cm) (n) (n.m) (n) (n.m) #1 21.4 17.98 117.47 17.5 0.7 82.23 12.25 1

2 22.09 18.56 123.09 17.38 0.7 86.16 12.17 2

3 22.78 19.14 128.59 17.25 0.7 90.01 12.07 3

4 23.47 19.71 133.99 17.1 0.7 93.79 11.97 4

5 24.15 20.29 139.21 16.95 0.7 97.45 11.87 5

6 24.84 20.87 144.42 16.78 0.7 101.1 11.75 6

7 25.53 21.45 149.55 16.6 0.7 104.69 11.62 7

8 26.22 22.02 154.61 16.41 0.7 108.22 11.48 8

9 26.91 22.6 159.59 16.19 0.7 111.71 11.34 9

10 27.6 23.18 164.51 15.97 0.7 115.16 11.18 10

11 28.29 23.76 169.37 15.73 0.7 118.56 11.01 11

12 28.98 24.34 174.17 15.47 0.7 121.92 10.83 12

13 29.67 24.92 178.93 15.2 0.7 125.25 10.64 13

14 30.36 25.5 183.63 14.91 0.7 128.54 10.43 1415 31.04 26.07 188.22 14.6 0.7 131.76 10.22 15

16 31.73 26.65 192.84 14.28 0.7 134.99 9.99 16

17 32 42 27 23 197 42 13 94 0 7 138 2 9 76 17

o (n) -b (cm)

Ao (n) b (n)n maB (n.m) 6b (n.m)

An maB (n.m) Ab (n)

A6b (n.m)


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130

131

132

133

134

135

136

137

138

139

140

141142

143

144

145

146

147

148

149

150


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E

ULAR

FLEXION PURA

5.6

08.36

0

7.52

ZONA DE FALLA DUCTIL

c a n 6nA

An A6n

(cm) (cm) (n) (n.m) (n) (n.m)

6.23 5.23 5.43 9.18 0.86 4.67 7.89

6.86 5.76 10.49 9.92 0.83 8.71 8.24

7.49 6.29 15.27 10.61 0.8 12.22 8.49

8.12 6.82 19.83 11.24 0.77 15.27 8.66

8.75 7.35 24.22 11.83 0.74 17.92 8.76

9.38 7.88 28.47 12.38 0.71 20.21 8.79

10.01 8.41 32.61 12.9 0.7 22.83 9.03

10.64 8.94 36.66 13.39 0.7 25.66 9.37

11.27 9.47 40.64 13.84 0.7 28.45 9.69

11.9 10 45.01 14.27 0.7 31.51 9.99

12.53 10.53 50.89 14.67 0.7 35.62 10.27

13.16 11.05 56.52 15.05 0.7 39.57 10.53

13.78 11.58 61.87 15.4 0.7 43.31 10.78

14.41 12.1 67.12 15.73 0.7 46.98 11.0115.04 12.63 72.21 16.04 0.7 50.55 11.22

15.67 13.16 77.17 16.32 0.7 54.02 11.43

16 3 13 69 81 87 16 57 0 7 57 31 11 6

- (cm)

(n)

6 (n.m)

A (n)

A6 (n.m)

'cerca de


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24.19 19.35 141.62 37.82 0.7 99.14 26.48

24.3 19.44 142.6 37.86 0.7 99.82 26.5

24.41 19.53 143.57 37.89 0.7 100.5 26.52

24.52 19.62 144.55 37.92 0.7 101.18 26.5424.63 19.7 145.51 37.95 0.7 101.86 26.56

24.74 19.79 146.48 37.97 0.7 102.54 26.58

24.85 19.88 147.44 38 0.7 103.21 26.6

24.96 19.97 148.4 38.03 0.7 103.88 26.62

25.07 20.06 149.36 38.06 0.7 104.55 26.64

25.18 20.14 150.31 38.08 0.7 105.22 26.66

25.29 20.23 151.27 38.11 0.7 105.89 26.68

25.4 20.32 152.21 38.14 0.7 106.55 26.725.51 20.41 153.16 38.16 0.7 107.21 26.71

25.62 20.5 154.11 38.19 0.7 107.87 26.73

25.73 20.58 155.05 38.21 0.7 108.53 26.75

25.84 20.67 155.99 38.23 0.7 109.19 26.76

25.95 20.76 156.92 38.26 0.7 109.85 26.78

26.06 20.85 157.86 38.28 0.7 110.5 26.79

26.17 20.94 158.79 38.3 0.7 111.15 26.81

26.28 21.02 159.72 38.32 0.7 111.8 26.83

26.39 21.11 160.65 38.34 0.7 112.45 26.84


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0 2 4 6 8 10 12 14 16 18 20

0

50

100

150

200

250

300

350

1 170.88

2 213.6

1 244.12

2 305.15

1 0

2 111.72

1 23

4

5

6

7

8

91011

8'>R'6' 89R'--89

CARGAS

ACTUANTESZONA DEFALLAFRAGIL

ZONA DEFALLAFRAGIL(DISEÑO)

ZONA DEFALLA DUCTIL

ZONA DEFALLA DUCTIL(DISEÑO)

6u (onCm)

2 u

( : o n

)

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