centric as

PD= 77.23 T A= 2.50 m

PL= 20.63 T B= 2.15 m

m= 0.90 m

PU= 143.19 T

b= 0.35 m

t= 0.70 m

26.64 kg/cm2 d= 45.00 cm

fc= 175.00 kg/cm2

Ao= 0.92 m2

bo= 3.90 m2

Vu= 118.68 T

1= 2.0

Vc= 250.74 T

Vc= 213.13 T OK

B) DISEO ALTURA (ROTURA)

b.1) Por cortante por punzonamiento

-Clculo de Vu

-Clculo de Vc

=

=

= + +

b = 2 + + 2 +

Vu=Pu-xAo

= . +.

x bo x d

Ao= 0.97 m2

bo= 2.15 m

25.77 T

Vc= 67.83 T

Vc= 57.66 T OK

A1= 2,450.00 cm2

A2= 53,750.00 cm2

Fau= 58.45 T

4.68

223.13 T OK

-Clculo de Vc

C) TRANSFERENCIA DE ESFUERZOS

-Esfuerzo Actuante

-Esfuerzo Actuante

-Clculo de Vu

b.2) Por cortante por traccin diagonal

=(m-d)xB

b = B

Vu= xAo=

= . x bo x d

Fau=

1

= .

=

=

26.97 T-m

17.71

16.18 cm2

20.25 cm2

23.20 T-m

15.23

13.92 cm2

17.42 cm2

D) CLCULO DEL REFUERZO

d.1) En la direccin de B

d.2) En la direccin de A

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 5 8 @ 20cm

= 5 8 @ 20cm

PD= 144.17 T A= 3.20 m

PL= 43.38 T B= 3.20 m

m= 1.30 m

PU= 275.58 T

b= 0.60 m

t= 0.60 m

26.91 kg/cm2 d= 50.00 cm

fc= 175.00 kg/cm2

Ao= 1.21 m2

bo= 4.40 m2

Vu= 243.02 T

1= 1.0

Vc= 320.14 T

Vc= 272.12 T OK



-Clculo de Vu

-Clculo de Vc

=

=

= + +

b = 2 + + 2 +

Vu=Pu-xAo

= . +.

x bo x d

Ao= 2.56 m2

bo= 3.20 m

68.90 T

Vc= 112.18 T

Vc= 95.35 T OK

A1= 3,600.00 cm2

A2= 54,400.00 cm2

Fau= 76.55 T

3.89

223.13 T OK

-Clculo de Vu

-Clculo de Vc


-Esfuerzo Actuante

-Esfuerzo Actuante


=(m-d)xB

b = B

Vu= xAo=

= . x bo x d

Fau=

1

= .

=

=

72.77 T-m

22.67

39.91 cm2

28.8 cm2

72.77 T-m

22.67

39.91 cm2

28.80 cm2




= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 5 8 @ 20cm

= 5 8 @ 20cm

PD= 162.50 T A= 3.60 m

PL= 58.92 T B= 3.60 m

m= 1.50 m

PU= 327.66 T

b= 0.60 m

t= 0.60 m

25.28 kg/cm2 d= 55.00 cm

fc= 175.00 kg/cm2

Ao= 1.32 m2

bo= 4.60 m2

Vu= 294.23 T

1= 1.0

Vc= 368.16 T

Vc= 312.93 T OK

-Clculo de Vc



-Clculo de Vu

=

=

= + +

b = 2 + + 2 +

Vu=Pu-xAo

= . +.

x bo x d

Ao= 3.42 m2

bo= 3.60 m

86.47 T

Vc= 138.82 T

Vc= 118.00 T OK

A1= 3,600.00 cm2

A2= 64,800.00 cm2

Fau= 91.02 T

4.24

223.13 T OK


-Clculo de Vu

-Clculo de Vc


-Esfuerzo Actuante

-Esfuerzo Actuante

=(m-d)xB

b = B

Vu= xAo=

= . x bo x d

Fau=

1

= .

=

=

102.40 T-m

25.50

51.12 cm2

35.64 cm2

102.40 T-m

25.50

51.12 cm2

35.64 cm2




= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 5 8 @ 10cm

= 5 8 @ 10cm

PD= 170.50 T A= 3.60 m

PL= 46.93 T B= 3.60 m

m= 1.50 m

PU= 318.48 T

b= 0.60 m

t= 0.60 m

24.57 kg/cm2 d= 55.00 cm

fc= 175.00 kg/cm2

Ao= 1.32 m2

bo= 4.60 m2

Vu= 285.98 T

1= 1.0

Vc= 368.16 T

Vc= 312.93 T OK

-Clculo de Vc

-Clculo de Vu



=

=

= + +

b = 2 + + 2 +

Vu=Pu-xAo

= . +.

x bo x d

Ao= 3.42 m2

bo= 3.60 m

84.04 T

Vc= 138.82 T

Vc= 118.00 T OK

A1= 3,600.00 cm2

A2= 64,800.00 cm2

Fau= 88.47 T

4.24

223.13 T OK


-Clculo de Vu

-Clculo de Vc


-Esfuerzo Actuante

-Esfuerzo Actuante

=(m-d)xB

b = B

Vu= xAo=

= . x bo x d

Fau=

1

= .

=

=

99.53 T-m

25.50

49.63 cm2

35.64 cm2

99.53 T-m

25.50

49.63 cm2

35.64 cm2




= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 5 8 @ 10cm

= 5 8 @ 10cm

PD= 188.80 T A= 3.80 m

PL= 55.50 T B= 3.80 m

m= 1.60 m

PU= 358.67 T

b= 0.60 m

t= 0.60 m

24.84 kg/cm2 d= 60.00 cm

fc= 175.00 kg/cm2

Ao= 1.44 m2

bo= 4.80 m2

Vu= 322.90 T

1= 1.0

Vc= 419.09 T

Vc= 356.22 T OK

-Clculo de Vu

-Clculo de Vc



=

=

= + +

b = 2 + + 2 +

Vu=Pu-xAo

= . +.

x bo x d

Ao= 3.80 m2

bo= 3.80 m

94.39 T

Vc= 159.86 T

Vc= 135.88 T OK

A1= 3,600.00 cm2

A2= 72,200.00 cm2

Fau= 99.63 T

4.48

223.13 T OK


-Clculo de Vu

-Clculo de Vc


-Esfuerzo Actuante

-Esfuerzo Actuante

=(m-d)xB

b = B

Vu= xAo=

= . x bo x d

Fau=

1

= .

=

=

120.82 T-m

26.92

55.16 cm2

41.04 cm2

120.82 T-m

26.92

55.16 cm2

41.04 cm2




= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 5 8 @ 10cm

= 5 8 @ 10cm

PD= 153.34 T A= 3.40 m

PL= 41.25 T B= 3.40 m

m= 1.40 m

PU= 284.80 T

b= 0.60 m

t= 0.60 m

24.64 kg/cm2 d= 50.00 cm

fc= 175.00 kg/cm2

Ao= 1.21 m2

bo= 4.40 m2

Vu= 254.99 T

1= 1.0

Vc= 320.14 T

Vc= 272.12 T OK


-Clculo de Vu

-Clculo de Vc


=

=

= + +

b = 2 + + 2 +

Vu=Pu-xAo

= . +.

x bo x d

Ao= 3.06 m2

bo= 3.40 m

75.39 T

Vc= 119.19 T

Vc= 101.31 T OK

A1= 3,600.00 cm2

A2= 57,800.00 cm2

Fau= 79.11 T

4.01

223.13 T OK


-Clculo de Vu

-Clculo de Vc


-Esfuerzo Actuante

-Esfuerzo Actuante

=(m-d)xB

b = B

Vu= xAo=

= . x bo x d

Fau=

1

= .

=

=

82.09 T-m

24.08

45.13 cm2

30.6 cm2

82.09 T-m

24.08

45.13 cm2

30.60 cm2




= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 2

2 =

= 1.7

=

=

2 4

2=

= 0.0018 =

= 5 8 @ 15cm

= 5 8 @ 15cm

centric as

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