TRABAJO C3 ACTUALIZADO

Espesor efectivo de muro h 2.4

t=h/20 0.12 e minimo de muro= 13 cm.

Densidad Minima de Muros Reforzados

Z 0.4U 1.00 ZUSN/56 0.0400S 1.40N 4

Ap 198.912 m2

DIRECCION X-X

NOMBRE L t N° de veces AREA (m2)X1 23.10 0.23 1 5.31X2 3.35 0.13 1 0.44X3 2.65 0.13 1 0.34X4 5.75 0.13 1 0.75X5 3.85 0.23 1 0.89X6 2.75 0.13 1 0.36X7 3.35 0.13 1 0.44X8 5.00 0.13 1 0.65X9 3.90 0.23 1 0.90

X10 11.60 0.23 1 2.67X11 3.25 0.23 1 0.75

Σ 13.48

0.0678 > 0.0400(Σ L.t)/Ap

DENSIDAD DE MUROS

DIRECCION Y-Y

NOMBRE L t N° de veces AREA (m2)Y1 2.15 0.23 1 0.49Y2 7.60 0.23 1 1.75Y3 2.40 0.23 1 0.55Y4 2.15 0.23 1 0.49Y5 3.25 0.23 1 0.75Y6 2.50 0.23 1 0.58Y7 4.85 0.23 1 1.12Y8 2.65 0.23 1 0.61Y9 2.65 0.23 1 0.61

Y10 4.10 0.23 1 0.94Y11 4.10 0.23 1 0.94Y12 6.55 0.23 1 1.51

Σ 10.34OK

(Σ L.t)/Ap 0.0520 > 0.0400

OK

AREAS TRIBUTARIAS DE MUROS PORTANTES METRADO DE CARGAS POR MURO Y POR PISO

EJE "X" A.TRIBUTARIASX1 20.19X2 8.88X3 5.14X4 11.20X5 5.72X6 5.37X7 4.40X8 11.28X9 3.07

X10 9.68X11 0.88

EJE "Y" A.TRIBUTARIASY1 1.27Y2 6.25Y3 7.43Y4 4.08Y5 8.86Y6 6.62Y7 3.27Y8 3.15Y9 3.16

Y10 6.34Y11 11.30Y12 13.82

METRADO DE CARGAS POR MURO Y POR PISO

X1

PISO 4

Losa aligerada e=20 20.19 0.30VS 25x20 0.25 0.20 21.35C 25x25 7.00 0.25 0.25 1.10

Muro e=25 (sup) 0.25 1.10 21.35Cub. Ladrillo pastelero 20.19

PISO 3,2 y 1


Muro e=25 (sup) 0.25 1.10 21.35Muro e=25 (inf) 0.25 1.30 21.35

Acabados 20.19

X2

PISO 4



PISO 3,2 y 1



Acabados 8.88

X3

PISO 4



PISO 3,2 y 1



Acabados 5.14

X4

PISO 4



PISO 3,2 y 1



Acabados 11.20

X5

PISO 4



PISO 3,2 y 1

Losa aligerada e=20 5.72 0.30VS 25x20 0.25 0.20 2.85

PISO 3,2 y 1C 25x25 2.00 0.25 0.25 2.60


Acabados 5.72

X6

PISO 4



PISO 3,2 y 1



Acabados 5.37

X7

PISO 4



PISO 3,2 y 1



Acabados 4.40

X8

PISO 4



PISO 3,2 y 1



Acabados 11.28

X9

PISO 4



PISO 3,2 y 1



Acabados 3.07

X10

PISO 4



PISO 3,2 y 1

Losa aligerada e=20 9.68 0.30

PISO 3,2 y 1

VS 25x20 0.25 0.20 10.60C 25x25 4.00 0.25 0.25 2.60


Acabados 9.68

X11

PISO 4



PISO 3,2 y 1



Acabados 0.88

CUADRO RESUMEN DE CARGAS

MUROSPISO 1

CM CVX 1 37.71 4.04X 2 6.62 1.78X 3 4.57 1.03X 4 9.67 2.24X 5 6.66 1.14X 6 4.74 1.07X 7 4.83 0.88X 8 9.10 2.26X 9 6.29 0.61

X 10 18.79 1.94X 11 4.72 0.18

MUROSPISO 1

CM CVY 1 3.37 0.25Y 2 12.30 1.25Y 3 6.22 1.49Y 4 4.49 0.82Y 5 7.79 1.77Y 6 5.95 1.32Y 7 7.85 0.65Y 8 4.75 0.63Y 9 4.75 0.63

Y 10 7.85 1.27Y 11 9.84 2.26Y 12 13.62 2.76

CALCULO DE CENTRO DE MASA (CM)

Xi Pi Pi*XiX1 11.550 150.599 1739.424 Y1X2 5.320 31.388 166.983 Y2X3 9.720 20.718 201.383 Y3X4 11.280 44.215 498.746 Y4X5 21.320 28.542 608.510 Y5X6 1.380 21.531 29.713 Y6X7 5.330 20.988 111.864 Y7X8 10.400 42.266 439.563 Y8X9 1.950 24.829 48.417 Y9

X10 12.550 74.678 937.211 Y10X11 21.320 17.316 369.171 Y11

477.070 5150.986 Y12

10.797

METRADO DE CARGAS POR MURO Y POR PISO METRADO DE CARGAS POR MURO Y POR PISO

X1 Y1

6.06

PISO 42.40 2.562.40 1.161.90 11.160.12 2.42CM 23.35CV 2.02

6.06

PISO 3,2 y 1

2.40 2.562.40 2.731.90 11.161.90 13.180.10 2.02CM 37.71CV 4.04

X2 Y2

2.66

PISO 42.40 0.342.40 0.331.90 0.890.12 1.07CM 5.30CV 0.89

2.66

PISO 3,2 y 1

2.40 0.342.40 0.781.90 0.891.90 1.060.10 0.89CM 6.62CV 1.78

X3 Y3

1.54

PISO 42.40 0.262.40 0.331.90 0.670.12 0.62CM 3.42CV 0.51

1.54

PISO 3,2 y 1

2.40 0.262.40 0.781.90 0.671.90 0.800.10 0.51CM 4.57CV 1.03

X4 Y4

3.36

PISO 42.40 0.602.40 0.501.90 1.570.12 1.34CM 7.37CV 1.12

3.36

PISO 3,2 y 1

2.40 0.602.40 1.171.90 1.571.90 1.850.10 1.12CM 9.67CV 2.24

X5 Y5

1.72

PISO 42.40 0.342.40 0.331.90 1.490.12 0.69CM 4.56CV 0.57

1.72

PISO 3,2 y 1

2.40 0.34

2.40 0.78PISO 3,2 y 1

1.90 1.491.90 1.760.10 0.57CM 6.66CV 1.14

X6 Y6

1.61

PISO 42.40 0.272.40 0.331.90 0.710.12 0.64CM 3.56CV 0.54

1.61

PISO 3,2 y 1

2.40 0.272.40 0.781.90 0.711.90 0.830.10 0.54CM 4.74CV 1.07

X7 Y7

1.32

PISO 4

2.40 0.342.40 0.331.90 0.890.12 0.53CM 3.41CV 0.44

1.32

PISO 3,2 y 1

2.40 0.342.40 0.781.90 0.891.90 1.060.10 0.44CM 4.83CV 0.88

X8 Y8

3.38

PISO 42.40 0.512.40 0.501.90 1.330.12 1.35CM 7.07CV 1.13

3.38

PISO 3,2 y 1

2.40 0.512.40 1.171.90 1.331.90 1.570.10 1.13CM 9.10CV 2.26

X9 Y9

0.92

PISO 42.40 0.412.40 0.331.90 1.780.12 0.37CM 3.80CV 0.31

0.92

PISO 3,2 y 1

2.40 0.412.40 0.781.90 1.781.90 2.100.10 0.31CM 6.29CV 0.61

X10 Y10

2.90

PISO 42.40 1.272.40 0.661.90 5.540.12 1.16CM 11.54CV 0.97

2.90

PISO 3,2 y 1

2.40 1.27

PISO 3,2 y 12.40 1.561.90 5.541.90 6.550.10 0.97CM 18.79CV 1.94

X11 Y11

0.26

PISO 42.40 0.342.40 0.331.90 1.490.12 0.11CM 2.53CV 0.09

0.26

PISO 3,2 y 1

2.40 0.342.40 0.781.90 1.491.90 1.760.10 0.09CM 4.72CV 0.18

Y12

PISO 4

PISO 3,2 y 1


PISO 2 PISO 3 PISO 4CM CV CM CV CM CV

37.71 4.04 37.71 4.04 23.35 2.026.62 1.78 6.62 1.78 5.30 0.894.57 1.03 4.57 1.03 3.42 0.519.67 2.24 9.67 2.24 7.37 1.126.66 1.14 6.66 1.14 4.56 0.574.74 1.07 4.74 1.07 3.56 0.544.83 0.88 4.83 0.88 3.41 0.449.10 2.26 9.10 2.26 7.07 1.136.29 0.61 6.29 0.61 3.80 0.31

18.79 1.94 18.79 1.94 11.54 0.974.72 0.18 4.72 0.18 2.53 0.09

Ʃ

PISO 2 PISO 3 PISO 4CM CV CM CV CM CV3.37 0.25 3.37 0.25 1.92 0.13

12.30 1.25 12.30 1.25 7.52 0.636.22 1.49 6.22 1.49 4.67 0.744.49 0.82 4.49 0.82 3.11 0.417.79 1.77 7.79 1.77 5.82 0.895.95 1.32 5.95 1.32 4.40 0.667.85 0.65 7.85 0.65 4.71 0.334.75 0.63 4.75 0.63 3.04 0.324.75 0.63 4.75 0.63 3.04 0.327.85 1.27 7.85 1.27 5.31 0.639.84 2.26 9.84 2.26 7.39 1.13

13.62 2.76 13.62 2.76 9.86 1.38Ʃ

CALCULO DE CENTRO DE MASA (CM)

Yi Pi Pi*Yi9.53 12.910 123.0313.8 48.806 185.4637.5 28.530 213.977

9.52 19.443 185.0958.98 35.391 317.8166.15 26.872 165.2637.5 30.549 229.116

6.15 19.491 119.8672.78 19.515 54.253

2.05 33.304 68.2742.05 44.813 91.8673.28 60.384 198.060

380.009 1952.079

5.137


Y1





Acabados 1.27

Y2





Acabados 6.25

Y3





Acabados 7.43

Y4





Acabados 4.08

Y5



Losa aligerada e=20 8.86 0.30VS 25x20 0.25 0.20 2.75

C 25x25 2.00 0.25 0.25 2.60Muro e=25 (sup) 0.25 1.10 2.75Muro e=25 (inf) 0.25 1.30 2.75

Acabados 8.86

Y6





Acabados 6.62

Y7

Losa aligerada e=20 3.27 0.30VS 25x20 0.25 0.20 4.10V 17x23 0.17 0.23 2.20C 25x25 3.00 0.25 0.25 1.10


Losa aligerada e=20 3.27 0.30VS 25x20 0.25 0.20 4.10V 17x23 0.17 0.23 2.20C 25x25 3.00 0.25 0.25 2.60


Acabados 3.27

Y8





Acabados 3.15

Y9





Acabados 3.16

Y10



Losa aligerada e=20 6.34 0.30

VS 25x20 0.25 0.20 3.60C 25x25 2.00 0.25 0.25 2.60


Acabados 6.34

Y11





Acabados 11.30

Y12





Acabados 13.82


PTOTAL(Ton) MURO N° Piso Tipico (Tn)

150.60 X 1 1.00 41.7431.39 X 2 1.00 8.4020.72 X 3 1.00 5.5944.22 X 4 1.00 11.9128.54 X 5 1.00 7.8021.53 X 6 1.00 5.8120.99 X 7 1.00 5.7142.27 X 8 1.00 11.3524.83 X 9 1.00 6.9174.68 X 10 1.00 20.7217.32 X 11 1.00 4.90

477.07

PTOTAL(Ton) MURO N°Piso Tipico (Tn)

12.91 Y 1 1.00 3.6248.81 Y 2 1.00 13.5528.53 Y 3 1.00 7.7019.44 Y 4 1.00 5.3135.39 Y 5 1.00 9.5626.87 Y 6 1.00 7.2730.55 Y 7 1.00 8.5019.49 Y 8 1.00 5.3819.52 Y 9 1.00 5.3933.30 Y 10 1.00 9.1244.81 Y 11 1.00 12.1060.38 Y 12 1.00 16.38

380.01

𝑷_𝑫+𝑷_𝑳𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

𝑷_𝑫+𝑷_𝑳𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳


Y1

0.382.40 0.202.40 0.331.90 0.860.12 0.15CM 1.92CV 0.13

0.382.40 0.202.40 0.781.90 0.861.90 1.020.10 0.13CM 3.37CV 0.25

Y2

1.882.40 0.822.40 0.501.90 3.580.12 0.75CM 7.52CV 0.63

1.882.40 0.822.40 1.171.90 3.581.90 4.230.10 0.63CM 12.30CV 1.25

Y3

2.232.40 0.202.40 0.501.90 0.860.12 0.89CM 4.67CV 0.74

2.232.40 0.202.40 1.171.90 0.861.90 1.020.10 0.74CM 6.22CV 1.49

Y4

1.232.40 0.202.40 0.331.90 0.860.12 0.49CM 3.11CV 0.41

1.232.40 0.202.40 0.781.90 0.861.90 1.020.10 0.41CM 4.49CV 0.82

Y5

2.662.40 0.332.40 0.331.90 1.440.12 1.06CM 5.82CV 0.89

2.662.40 0.33

2.40 0.781.90 1.441.90 1.700.10 0.89CM 7.79CV 1.77

Y6

1.992.40 0.242.40 0.331.90 1.050.12 0.79CM 4.40CV 0.66

1.992.40 0.242.40 0.781.90 1.051.90 1.230.10 0.66CM 5.95CV 1.32

Y7

0.982.40 0.492.40 0.212.40 0.501.90 2.140.12 0.39CM 4.71CV 0.33

0.982.40 0.492.40 0.212.40 1.171.90 2.141.90 2.530.10 0.33CM 7.85CV 0.65

Y8

0.952.40 0.262.40 0.331.90 1.120.12 0.38CM 3.04CV 0.32

0.952.40 0.262.40 0.781.90 1.121.90 1.330.10 0.32CM 4.75CV 0.63

Y9

0.952.40 0.262.40 0.331.90 1.120.12 0.38CM 3.04CV 0.32

0.952.40 0.262.40 0.781.90 1.121.90 1.330.10 0.32CM 4.75CV 0.63

Y10

1.902.40 0.432.40 0.331.90 1.880.12 0.76CM 5.31CV 0.63

1.90

2.40 0.432.40 0.781.90 1.881.90 2.220.10 0.63CM 7.85CV 1.27

Y11

3.392.40 0.432.40 0.331.90 1.880.12 1.36CM 7.39CV 1.13

3.392.40 0.432.40 0.781.90 1.881.90 2.220.10 1.13CM 9.84CV 2.26

Y12

4.152.40 0.702.40 0.331.90 3.030.12 1.66CM 9.86CV 1.38

4.152.40 0.702.40 0.781.90 3.031.90 3.580.10 1.38CM 13.62CV 2.76

Piso Tipico (Tn) Azotea (Tn) MURO

38.72 25.37 23.86 X17.07 6.18 5.52 X24.82 3.94 3.55 X3

10.23 8.49 7.65 X46.94 5.13 4.71 X55.01 4.10 3.70 X65.05 3.85 3.52 X79.66 8.20 7.36 X86.45 4.11 3.88 X9

19.27 12.50 11.78 X104.77 2.62 2.55 X11

Peso por Nivel

Piso Tipico (Tn) Azotea (Tn)MURO

3.43 2.05 1.95 Y112.61 8.15 7.68 Y26.59 5.42 4.86 Y34.70 3.51 3.21 Y48.23 6.71 6.04 Y56.28 5.06 4.56 Y68.01 5.04 4.79 Y74.91 3.35 3.11 Y84.91 3.36 3.12 Y98.17 5.94 5.47 Y10

10.40 8.52 7.67 Y1114.31 11.24 10.21 Y12

Peso por Nivel

𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳𝑷_𝑫+𝑷_𝑳𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳𝑷_𝑫+𝑷_𝑳𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

Ps(Ton) Piso Tipico Ps(Ton) Azotea Cargas Acumuladas por NivelPiso 4 Piso 3 Piso 2 Piso 1

38.72 23.86 23.86 62.57 101.29 140.007.07 5.52 5.52 12.59 19.66 26.724.82 3.55 3.55 8.37 13.20 18.02

10.23 7.65 7.65 17.88 28.11 38.346.94 4.71 4.71 11.65 18.59 25.545.01 3.70 3.70 8.70 13.71 18.715.05 3.52 3.52 8.57 13.63 18.689.66 7.36 7.36 17.02 26.68 36.346.45 3.88 3.88 10.33 16.77 23.22

19.27 11.78 11.78 31.05 50.32 69.604.77 2.55 2.55 7.32 12.09 16.85

117.99 78.06 78.06 196.05 314.03 432.02

Ps(Ton) Piso Tipico Ps(Ton) Azotea Cargas Acumuladas por NivelPiso 4 Piso 3 Piso 2 Piso 1

3.43 1.95 1.95 5.38 8.81 12.2412.61 7.68 7.68 20.29 32.91 45.526.59 4.86 4.86 11.45 18.04 24.634.70 3.21 3.21 7.90 12.60 17.308.23 6.04 6.04 14.27 22.51 30.746.28 4.56 4.56 10.84 17.12 23.408.01 4.79 4.79 12.80 20.82 28.834.91 3.11 3.11 8.02 12.93 17.844.91 3.12 3.12 8.03 12.94 17.868.17 5.47 5.47 13.64 21.80 29.97

10.40 7.67 7.67 18.07 28.48 38.8814.31 10.21 10.21 24.51 38.82 53.1392.56 62.67 62.67 155.23 247.78 340.34

𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳𝑷_𝑫+〖 𝟐𝟓 %𝑷〗 _𝑳

MURO P(Ton) Piso Tipico P(Ton) Azotea Cargas Acumuladas por NivelPiso 4 Piso 3

X1 41.74 25.37 25.37 67.11X2 8.40 6.18 6.18 14.59X3 5.59 3.94 3.94 9.53X4 11.91 8.49 8.49 20.40X5 7.80 5.13 5.13 12.94X6 5.81 4.10 4.10 9.91X7 5.71 3.85 3.85 9.56X8 11.35 8.20 8.20 19.56X9 6.91 4.11 4.11 11.02

X10 20.72 12.50 12.50 33.23X11 4.90 2.62 2.62 7.52

Peso por Nivel 130.86 84.50 84.50 215.36

MURO P(Ton) Piso Tipico P(Ton) Azotea Cargas Acumuladas por NivelPiso 4 Piso 3

Y1 3.62 2.05 2.05 5.67Y2 13.55 8.15 8.15 21.70Y3 7.70 5.42 5.42 13.12Y4 5.31 3.51 3.51 8.82Y5 9.56 6.71 6.71 16.27Y6 7.27 5.06 5.06 12.33Y7 8.50 5.04 5.04 13.54Y8 5.38 3.35 3.35 8.73Y9 5.39 3.36 3.36 8.74

Y10 9.12 5.94 5.94 15.06Y11 12.10 8.52 8.52 20.62Y12 16.38 11.24 11.24 27.62

Peso por Nivel 103.89 68.34 68.34 172.23

𝑷_𝑫+𝑷_𝑳 𝑷_𝑫+𝑷_𝑳

𝑷_𝑫+𝑷_𝑳 𝑷_𝑫+𝑷_𝑳

Cargas Acumuladas por NivelPiso 2 Piso 1108.86 150.6022.99 31.3915.12 20.7232.31 44.2220.74 28.5415.72 21.5315.28 20.9930.91 42.2717.92 24.8353.95 74.6812.42 17.32

346.21 477.07

Cargas Acumuladas por NivelPiso 2 Piso 19.29 12.91

35.25 48.8120.83 28.5314.13 19.4425.83 35.3919.60 26.8722.04 30.5514.11 19.4914.13 19.5224.18 33.3032.72 44.8144.00 60.38

276.12 380.01

AREAS TRIBUTARIAS DE MUROS PORTANTES

EJE "X" A.TRIBUTARIASX1 20.19X2 8.88 X1X3 5.14X4 11.20

PISO 4X5 5.72X6 5.37X7 4.40X8 11.28X9 3.07

X10 9.68X11 0.88

PISO 3,2 y 1EJE "Y" A.TRIBUTARIAS

Y1 1.27Y2 6.25Y3 7.43Y4 4.08Y5 8.86Y6 6.62Y7 3.27Y8 3.15Y9 3.16

Y10 6.34 VERIFICACION POR ESFUERZO AXIALY11 11.30Y12 13.82 DATOS

PmLt

f'mh

VERIFICACION DE MURO A CARGA VERTICAL

2.83

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y1

PISO 4

PISO 3,2 y 1

VERIFICACION POR ESFUERZO AXIAL

DATOS

PmLt

f'mh


2.61

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X1

Losa aligerada e=20 20.19 0.30VS 25x20 0.25 0.20 21.35 2.40C 25x25 7.00 0.25 0.25 1.10 2.40

Muro e=25 (sup) 0.25 1.10 21.35 1.90Cub. Ladrillo pastelero 20.19 0.12

CMCV


Muro e=25 (sup) 0.25 1.10 21.35 1.90Muro e=25 (inf) 0.25 1.30 21.35 1.90

Acabados 20.19 0.10CMCV

PD=PL=Pm=


150599.447 kg2310 cm

23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y1



CMCV




PD=PL=Pm=


12909.813 kg215 cm23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X1 X2

6.06

PISO 4

Losa aligerada e=202.56 VS 25x201.16 C 25x25 2.00

11.16 Muro e=15 (sup)2.42 Cub. Ladrillo pastelero

23.352.02

6.06

PISO 3,2 y 1

Losa aligerada e=202.56 VS 25x202.73 C 25x25 2.00

11.16 Muro e=15 (sup)13.18 Muro e=15 (inf)2.02 Acabados

37.714.04

136.46814.131

150.599


DATOS

Pm 31387.771 kgL 335 cmt 13 cm

f'm 55 kg/cm2h 240 cm


7.21 ≤ 7.94

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y1 Y2

0.38

PISO 4

Losa aligerada e=200.20 VS 25x200.33 C 25x25 3.000.86 Muro e=25 (sup)0.15 Cub. Ladrillo pastelero 1.920.13

0.38

PISO 3,2 y 1

Losa aligerada e=200.20 VS 25x200.78 C 25x25 3.000.86 Muro e=25 (sup)1.02 Muro e=25 (inf)0.13 Acabados3.370.25

12.0220.888

12.910


DATOS

Pm 48806.085 kgL 760 cmt 23 cm



2.79 ≤ 10.02

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

DISEÑO POR CARGA VERTICAL

X2 X3

8.88 0.30 2.66

PISO 40.25 0.20 2.85 2.40 0.340.25 0.25 1.10 2.40 0.330.15 1.10 2.85 1.90 0.89

8.88 0.12 1.07CM 5.30CV 0.89

8.88 0.30 2.66

PISO 3,2 y 1

0.25 0.20 2.85 2.40 0.340.25 0.25 2.60 2.40 0.780.15 1.10 2.85 1.90 0.890.15 1.30 2.85 1.90 1.06

8.88 0.10 0.89CM 6.62CV 1.78

PD= 25.170PL= 6.218Pm= 31.388


DATOS

PmLt

f'mh


≤ 8.25 6.01

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚 𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE CUMPLE

Y2 Y3

6.25 0.30 1.88

PISO 40.25 0.20 6.85 2.40 0.820.25 0.25 1.10 2.40 0.500.25 1.10 6.85 1.90 3.58

6.25 0.12 0.75CM 7.52CV 0.63

6.25 0.30 1.88

PISO 3,2 y 1

0.25 0.20 6.85 2.40 0.820.25 0.25 2.60 2.40 1.170.25 1.10 6.85 1.90 3.580.25 1.30 6.85 1.90 4.23

6.25 0.10 0.63CM 12.30CV 1.25

PD= 44.429PL= 4.377Pm= 48.806


DATOS

PmLt

f'mh


≤ 8.25 5.17


CUMPLE CUMPLE

X3



CMCV




PD=PL=Pm=


20718.425 kg265 cm13 cm55 kg/cm2

240 cm


≤ 7.94 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y3

Losa aligerada e=20 7.43 0.30 0.00VS 25x20 0.25 0.20 1.65 2.40C 25x25 3.00 0.25 0.25 1.10 2.40


CMCV




PD=PL=Pm=


28530.213 kg240 cm23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X3 X4

1.54

PISO 4

Losa aligerada e=200.26 VS 25x20 0.250.33 C 25x25 3.00 0.250.67 Muro e=15 (sup) 0.150.62 Cub. Ladrillo pastelero 3.420.51

1.54

PISO 3,2 y 1

Losa aligerada e=200.26 VS 25x20 0.250.78 C 25x25 3.00 0.250.67 Muro e=15 (sup) 0.150.80 Muro e=15 (inf) 0.150.51 Acabados4.571.03

17.1193.600

20.718


DATOS

Pm 44215.108 kgL 575 cmt 13 cm



5.92 ≤ 7.94 ≤

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y3 Y4

2.23

PISO 4


2.23

PISO 3,2 y 1


23.3325.198

28.530


DATOS

Pm 19442.701 kgL 215 cmt 23 cm



3.93 ≤ 10.02 ≤

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X4 X5

11.20 0.30 3.36

PISO 40.20 5.00 2.40 0.600.25 1.10 2.40 0.501.10 5.00 1.90 1.57

11.20 0.12 1.34CM 7.37CV 1.12

11.20 0.30 3.36

PISO 3,2 y 1

0.20 5.00 2.40 0.600.25 2.60 2.40 1.171.10 5.00 1.90 1.571.30 5.00 1.90 1.85

11.20 0.10 1.12CM 9.67CV 2.24

PD= 36.376PL= 7.840Pm= 44.215


DATOS

PmLt

f'mh


8.25 3.22


CUMPLE CUMPLE

Y4 Y5

4.08 0.30 1.23

PISO 40.20 1.65 2.40 0.200.25 1.10 2.40 0.331.10 1.65 1.90 0.864.08 0.12 0.49

CM 3.11CV 0.41

4.08 0.30 2.40 1.23

PISO 3,2 y 1

0.20 1.65 2.40 0.200.25 2.60 2.40 0.781.10 1.65 1.90 0.861.30 1.65 1.90 1.024.08 0.10 0.41

CM 4.49CV 0.82

PD= 16.584PL= 2.859Pm= 19.443


DATOS

PmLt

f'mh


8.25 4.73


CUMPLE CUMPLE

X5

Losa aligerada e=20 5.72 0.30 1.72VS 25x20 0.25 0.20 2.85 2.40 0.34C 25x25 2.00 0.25 0.25 1.10 2.40 0.33

Muro e=25 (sup) 0.25 1.10 2.85 1.90 1.49Cub. Ladrillo pastelero 5.72 0.12 0.69

CM 4.56CV 0.57


Muro e=25 (sup) 0.25 1.10 2.85 1.90 1.49Muro e=25 (inf) 0.25 1.30 2.85 1.90 1.76

Acabados 5.72 0.10 0.57CM 6.66CV 1.14

PD= 24.539PL= 4.003Pm= 28.542


28541.741 kg385 cm23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y5



CM 5.82CV 0.89



Acabados 8.86 0.10 0.89CM 7.79CV 1.77

PD= 29.188PL= 6.203Pm= 35.391


35391.483 kg325 cm23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X6

PISO 4

Losa aligerada e=20 5.37VS 25x20 0.25 0.20C 25x25 2.00 0.25 0.25

Muro e=15 (sup) 0.15 1.10Cub. Ladrillo pastelero 5.37

PISO 3,2 y 1


Muro e=15 (sup) 0.15 1.10Muro e=15 (inf) 0.15 1.30

Acabados 5.37


DATOS

Pm 21531.239 kgL 275 cmt 13 cm



6.02 ≤ 7.94 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y6

PISO 4



PISO 3,2 y 1



Acabados 6.62


DATOS

Pm 26872.008 kgL 250 cmt 23 cm



4.67 ≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X6 X7

0.30 1.61

PISO 4

Losa aligerada e=202.25 2.40 0.27 VS 25x201.10 2.40 0.33 C 25x252.25 1.90 0.71 Muro e=15 (sup)

0.12 0.64 Cub. Ladrillo pastelero CM 3.56CV 0.54

0.30 1.61

PISO 3,2 y 1

Losa aligerada e=202.25 2.40 0.27 VS 25x202.60 2.40 0.78 C 25x252.25 1.90 0.71 Muro e=15 (sup)2.25 1.90 0.83 Muro e=15 (inf)

0.10 0.54 AcabadosCM 4.74CV 1.07

PD= 17.772PL= 3.759Pm= 21.531


DATOS

Pm 20987.675L 335t 13

f'm 55h 240


4.82 ≤

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚 𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y6 Y7

0.30 1.99

PISO 4

Losa aligerada e=202.00 2.40 0.24 VS 25x201.10 2.40 0.33 V 17x232.00 1.90 1.05 C 25x25

0.12 0.79 Muro e=25 (sup)CM 4.40 Cub. Ladrillo pastelero CV 0.66

0.30 1.992.00 2.40 0.24

PISO 3,2 y 1

Losa aligerada e=202.60 2.40 0.78 VS 25x202.00 1.90 1.05 V 17x232.00 1.90 1.23 C 25x25

0.10 0.66 Muro e=25 (sup)CM 5.95 Muro e=25 (inf)CV 1.32 Acabados

PD= 22.238PL= 4.634Pm= 26.872


DATOS

Pm 28259.956L 485t 23

f'm 55h 240


2.53 ≤


CUMPLE

X7

4.40 0.30 1.320.25 0.20 2.85 2.40 0.34

2.00 0.25 0.25 1.10 2.40 0.330.15 1.10 2.85 1.90 0.89

4.40 0.12 0.53CM 3.41CV 0.44

4.40 0.30 1.320.25 0.20 2.85 2.40 0.34

2.00 0.25 0.25 2.60 2.40 0.780.15 1.10 2.85 1.90 0.890.15 1.30 2.85 1.90 1.06

4.40 0.10 0.44CM 4.83CV 0.88

PD= 17.908PL= 3.080Pm= 20.988


kgcmcm

kg/cm2cm


7.94 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y7

3.27 0.30 0.980.25 0.20 4.10 2.40 0.490.17 0.23 2.20 2.40 0.21

3.00 0.25 0.25 1.10 2.40 0.500.25 1.10 4.10 1.90 2.14

3.27 0.12 0.39CM 4.71CV 0.33

3.27 0.30 0.980.25 0.20 4.10 2.40 0.490.17 0.23 2.20 2.40 0.21

3.00 0.25 0.25 2.60 2.40 1.170.25 1.10 4.10 1.90 2.140.25 1.30 4.10 1.90 2.53

3.27 0.10 0.33CM 7.85CV 0.65

PD= 28.260PL= 2.289Pm= 30.549 VERIFICACION POR ESFUERZO AXIAL

kgcmcm

kg/cm2cm


10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X8

PISO 4



CMCV

PISO 3,2 y 1




PD=PL=Pm=


DATOS

Pm 42265.655 kgL 500 cmt 13 cm



6.50 ≤ 7.94 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y8

PISO 4



CMCV

PISO 3,2 y 1




PD=PL=Pm=


DATOS

Pm 19490.551 kgL 265 cmt 23 cm



3.20 ≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X8 X9

3.38

PISO 4


3.38

PISO 3,2 y 1


34.3707.895

42.266


DATOS

Pm 24829.132 kgL 390 cmt 23 cm



2.77 ≤ 10.02 ≤

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y8 Y9

0.95

PISO 4


0.95

PISO 3,2 y 1


17.2842.206

19.491


DATOS

Pm 19515.375 kgL 265 cmt 23 cm



3.20 ≤ 10.02 ≤

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X9 X10

3.07 0.30 0.92

PISO 40.20 3.40 2.40 0.410.25 1.10 2.40 0.331.10 3.40 1.90 1.783.07 0.12 0.37

CM 3.80CV 0.31

3.07 0.30 0.92

PISO 3,2 y 1

0.20 3.40 2.40 0.410.25 2.60 2.40 0.781.10 3.40 1.90 1.781.30 3.40 1.90 2.103.07 0.10 0.31

CM 6.29CV 0.61

PD= 22.680PL= 2.149Pm= 24.829


DATOS

PmLt

f'mh


8.25 2.80


CUMPLE CUMPLE

Y9 Y10

3.16 0.30 0.95

PISO 40.20 2.15 2.40 0.260.25 1.10 2.40 0.331.10 2.15 1.90 1.123.16 0.12 0.38

CM 3.04CV 0.32

3.16 0.30 0.95

PISO 3,2 y 1

0.20 2.15 2.40 0.260.25 2.60 2.40 0.781.10 2.15 1.90 1.121.30 2.15 1.90 1.333.16 0.10 0.32

CM 4.75CV 0.63

PD= 17.302PL= 2.214Pm= 19.515


DATOS

PmLt

f'mh


8.25 3.53


CUMPLE CUMPLE

X10



CM 11.54CV 0.97



Acabados 9.68 0.10 0.97CM 18.79CV 1.94

PD= 67.902PL= 6.777Pm= 74.678


74678.188 kg1160 cm

23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y10



CM 5.31CV 0.63



Acabados 6.34 0.10 0.63CM 7.85CV 1.27

PD= 28.865PL= 4.439Pm= 33.304


33304.44 kg410 cm23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X11

PISO 4



PISO 3,2 y 1



Acabados 0.88


DATOS

Pm 17315.725 kgL 325 cmt 23 cm



2.32 ≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y11

PISO 4



PISO 3,2 y 1



Acabados 11.30


DATOS

Pm 44813.032 kgL 410 cmt 23 cm



4.75 ≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

X11

0.30 0.262.85 2.40 0.341.10 2.40 0.332.85 1.90 1.49

0.12 0.11CM 2.53CV 0.09

0.30 0.262.85 2.40 0.342.60 2.40 0.782.85 1.90 1.492.85 1.90 1.76

0.10 0.09CM 4.72CV 0.18

PD= 16.700PL= 0.616Pm= 17.316

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

Y11 Y12

0.30 3.39

PISO 43.60 2.40 0.431.10 2.40 0.333.60 1.90 1.88

0.12 1.36CM 7.39CV 1.13

0.30 3.39

PISO 3,2 y 1

3.60 2.40 0.432.60 2.40 0.783.60 1.90 1.883.60 1.90 2.22

0.10 1.13CM 9.84CV 2.26

PD= 36.901PL= 7.912Pm= 44.813


DATOS

PmLt

f'mh


4.01


CUMPLE

Y12



CMCV




PD=PL=Pm=


60384.06 kg655 cm23 cm55 kg/cm2

240 cm


≤ 10.02 ≤ 8.25

𝑃𝑚/(𝐿∗𝑡 ) ≤ 0.20𝑓^′ 𝑚(1−〖 (ℎ/35𝑡)〗^2) ≤ 0.15𝑓^′ 𝑚

CUMPLE

Y12

4.150.700.333.031.669.861.38

4.150.700.783.033.581.38

13.622.76

50.7109.674

60.384

PESOS SISMICOS PARA CADA PISO

4to PISOLosa Aligerada e=20 cm 198.912 0.3Cub. Ladrillo pastelero 198.912 0.12

VS 25x20 0.25 0.2 98.350 2.4VD 25x20 0.25 0.2 44 2.4V 15x20 0.15 0.2 2.2 2.4V 17x23 0.17 0.23 2.2 2.4C 25x25 45 0.25 0.25 1.1 2.4

1/2 Muro Sup. e=0.23 0.25 1.1 79 1.91/2 Muro Sup e=0.13 0.15 1.1 19.35 1.9

Tabiqueria 0.15 1.5 17.2 1.3Ʃ

Sobrecarga de uso 198.912 0.1

3er, 2do y 1er PISOLosa Aligerada e=20 cm 198.9122 0.3

Acabados 198.9122 0.1VS 25x20 0.25 0.2 98.35 2.4VD 25x20 0.25 0.2 44 2.4V 15x20 0.15 0.2 2.2 2.4V 17x23 0.17 0.23 2.2 2.4C 25x25 45 0.25 0.25 2.6 2.4

1/2 Muro Sup. e=0.23 0.25 1.1 79 1.91/2 Muro Inf. e=0.23 0.25 1.3 79 1.91/2 Muro Sup. e=0.13 0.15 1.1 19.35 1.91/2 Muro Inf. e=0.13 0.15 1.3 19.35 1.9

Tabiqueria 0.15 1.5 17.2 1.3Ʃ

Sobrecarga de uso 198.912 0.2

ESCALERA CM4to PISO 0.871 2.4 2.0903er PISO 1.654 2.4 3.9702do PISO 1.654 2.4 3.9701er PISO 1.654 2.4 3.970

PESOS SISMICOS PARA CADA PISO

4to PISO59.6723.8711.805.280.160.217.43

41.28 PESO DEL EDIFICIO6.07 PISOS CM (Ton) 25%CV ESCALERA5.03 CM

160.79 PISO 4 160.79 4.973 2.090PISO 3 222.89 9.946 3.970

19.891 PISO 2 222.89 9.946 3.970PISO 1 222.89 9.946 3.970

3er, 2do y 1er PISO59.6719.8911.805.280.160.21

17.5541.2848.786.077.175.03

222.89

39.782

CV0.440.880.880.88

PESO DEL EDIFICIOESCALERA

P.S. TOTAL25%CV

0.11 167.9629020.22 237.0233380.22 237.0233380.22 237.023338

∑ 879.033 Ton

CORTANTE BASAL

DATOSUBICACIÓN: TRUJILLOSUELO: FLEXIBLEUSO: HOTEL

Z = 0.4 (TRUJILLO: ZONA SISMICA Nº3)

U = 1.0 (OFICINAS: CATEGORIA C - EDIFICACIONES COMUNES)

S = 1.4 (S3: SUELO FLEXIBLE)

Tp = 0.9 (S3: SUELO FLEXIBLE)

T = H/CtT = 10.4/60T = 0.17 seg

C = 2.5*(Tp/T) < 2.5C = 2.5* (0.90/0.17)C = 12.98

Asumimos C = 2.5

R = 6.0 (SISTEMA ESTRUCTURAL: ALBAÑILERIA CONFINADA)SISMO MODERADO

NIVEL CARGAS (Ton)P

1 237.022 237.023 237.024 167.96

TOTAL 879.03

P = 879.03 Ton

V = 205.11 TonMODERADO SEVERO

NIVEL Pi (Ton) hi (m) Pi * hi Fi (Ton) FUERZA Vi (Ton) CORTANTE4 167.96 10.400 1,746.81 65.81 65.81 131.623 237.02 7.800 1,848.78 69.65 135.46 270.922 237.02 5.20 1,232.52 46.43 181.89 363.781 237.02 2.60 616.26 23.22 205.11 410.22∑ 879.03 5,444.38 205.11 (CORTANTE BASAL)

𝑉=𝑍𝑈𝑆𝐶/𝑅*P

DIAGRAMAS DE CORTANTES (V) ton

F4: 65.81 kg

4 65.81 kgF3: 69.65 kg

3 135.46 kgF2: 46.43 kg

2 181.89 kgF1: 23.22 kg

1 205.11 kgV: 205.11 kg

CONTROL DE FISURACION

MURO "X"Piso 1

Ve(Ton) Me(Ton.m)X1 35.00 50.00 Y2

PRIMER PISO X-X

Muro L t PG Ve Me X1 23.10 0.23 140.00 35.00 50.00

PRIMER PISO Y-Y

Muro L t PG Ve Me Y1 7.60 0.23 45.52 18.00 25.00

DISEÑO DE COLUMNAS DE CONFINAMIENTO Y SOLERAS DEL PRIMER PISO (MUROS AGRIETADOS)MURO X1

COLUMNA C1 C2 C3 C4 C5UBICACIÓN EXTREMA INTERNA INTERNA INTERNA INTERNA

1)Pg(ton) 140.002)Vm(ton) 229.213)Mu(ton.m) 150.004)L(m) 23.105)Lm(m) 11.556)Nc 7.007)M(ton.m) 125.058)F(ton) 5.419)Pc(ton) 20.0010)Pt(ton) 13.03 0.00 13.03 0.00 19.7011)T(Ton) 27.62 3.81 9.22 3.81 15.8812)C(Ton) 25.41 8.09 8.09 8.09 8.0913)Vc(Ton) 21.49 14.33 14.33 14.33 14.3314)As(cm2) 15.26 6.08 7.60 6.08 9.4715)As a usar

1.00 0.80 1.00 0.80 1.0017)An formula (cm2) 181.86 99.45 106.90 99.45 158.2718)Acf(cm2) OK OK OK OK OK19)Usar L 25x25 cm L 25x25 cm L 25x25 cm L 25x25 cm L 25x25 cm20)Ac(cm2) 625.00 625.00 625.00 625.00 625.0021)An usar (cm2) 441.00 441.00 441.00 441.00 441.0022)As min(cm2) 3.13 3.13 3.13 3.13 3.1323)s1(cm) 43.37 19.33 19.33 19.33 30.1324)s2(cm) 22.62 10.08 10.08 10.08 15.7125)s3(cm) 5.50 5.50 5.50 5.50 5.50

MURO "Y"

NOTA: A pesar que se obtiene la condición "No se agrieta", al ser muros del 1 Piso, obligatoriamente por norma necesita Refuerzo Horizontal.

6 ø 3/4'' 5 ø 1/2'' 6 ø 1/2'' 5 ø 1/2'' 5 ø 5/8''16)d

26)s4(cm) 10.00 10.00 10.00 10.00 10.0027)zona confinamiento 45 45 45 45 45

ø 3/8'', [email protected],[email protected],[email protected]

DISENO DE VIGA SOLERA

VIGA SOLERA MURO X1

Vm 229.21Lm 11.55L 23.1

Ts 57.3028983

VS(25X20) 25 20

As 15.1594969Asmin 2.5 cm2

N.Varillas 5.31912172Usar 6 ɸ 3/4``

ESTRIBOSUsar 1 ɸ 1/4``, [email protected], [email protected] , [email protected]

28) s[] (m)

CONTROL DE FISURACION

Piso 1 f'm 55Ve(Ton) Me(Ton.m) V´m 74.1619849 Ton/m2

18.00 25.00

α Vm .55Vm Vm/Ve1 Vu Mu1.00 229.21 126.07 No se Agrieta 3.00 105.00 150.00 Necesita Ref.Horizontal

α Vm .55Vm Vm/Ve1 Vu Mu1.00 75.29 41.41 No se Agrieta 3.00 54.00 75.00 Necesita Ref.Horizontal

DISEÑO DE COLUMNAS DE CONFINAMIENTO Y SOLERAS DEL PRIMER PISO (MUROS AGRIETADOS)X1 Y2

C6 C7 C1 C2 C3INTERNA EXTREMA EXTREMA INTERNA EXTREMA

140.00 45.52229.21 75.29150.00 75.0023.10 7.6011.55 3.857.00 3.00

125.05 15.355.41 2.02

20.00 15.1715.15 0.00 23.36 16.47 011.34 14.59 36.52 7.87 13.168.09 25.41 17.19 3.29 17.19

14.33 21.49 14.30 9.53 14.308.19 11.61 15.24 5.54 8.69

1.00 0.80 1.00 1.00 0.80158.27 83.29 247.65 116.76 109.27

OK OK OK OK OKL 25x25 cm L 25x25 cm L 25x25 cm L 25x25 cm L 25x25 cm

625.00 625.00 625.00 625.00 625.00441.00 441.00 441.00 441.00 441.00

3.13 3.13 3.13 3.13 3.1330.13 30.13 43.37 19.33 30.1315.71 15.71 22.62 10.08 15.715.50 5.50 5.50 5.50 5.50

Ve ≤ 0.55 *V'm

Ve ≤ 0.55 *V'm

A pesar que se obtiene la condición "No se agrieta", al ser muros del 1 Piso, obligatoriamente por norma necesita Refuerzo Horizontal.

5 ø 5/8'' 6 ø 5/8'' 6 ø 3/4'' 5 ø 1/2'' 5 ø 5/8''

M=𝑀𝑢 − (1/2)𝑥 𝑉𝑚 𝑥 𝐻𝐹=(𝑀/𝐿)𝐹=(𝑀/𝐿)𝑃𝑐=(𝑃𝐺/𝑁𝑐)

𝑃𝑡=(𝐿𝑡/𝐿)𝑥 𝑃𝐺 𝑃𝑡=25% 𝑃𝐺𝑇 Extrema: 𝑇=𝐹 −𝑃𝑐 −𝑃𝑡 Extrema: C=𝑃𝑐+𝐹

Extrema: Vc=((1.5 𝑥 𝑉𝑚 𝑥 𝐿𝑚)/(𝐿(𝑁𝑐 + 1))) An=As+((𝐶/ −𝐴𝑠 𝑓𝑦)/(d 𝑥 𝑓^′ 𝑐 𝑥 0.85))

10.00 10.00 10.00 10.00 10.0045 45 45 45 45

ø 3/8'', [email protected],[email protected],[email protected] ø 3/8'', [email protected],[email protected],[email protected]

DISENO DE VIGA SOLERA

VIGA SOLERA MURO Y2

Vm 75.29Lm 4.1L 7.6

Ts 20.3084868

VS(25X20) 25 20

As 5.37261557Asmin 2.5 cm2

N.Varillas 4.23040596Usar 5 ɸ 1/2``

ESTRIBOSUsar 1 ɸ 1/4``, [email protected], [email protected] , [email protected]

Necesita Ref.Horizontal

Necesita Ref.Horizontal

𝑃𝑡=25% 𝑃𝐺𝑇 Extrema: 𝑇=𝐹 −𝑃𝑐 −𝑃𝑡 Interna: 𝑇=((𝑉𝑚 𝐻)/𝐿) −𝑃𝑐 −𝑃𝑡 Extrema: C=𝑃𝑐+𝐹 Interna: C=𝑃𝑐 −0.5 ((𝑉𝑚 𝐻)/𝐿)

Extrema: Vc=((1.5 𝑥 𝑉𝑚 𝑥 𝐿𝑚)/(𝐿(𝑁𝑐 + 1))) Interna: Vc=((𝑉𝑚 𝑥 𝐿𝑚)/(𝐿(𝑁𝑐 + 1))) An=As+((𝐶/ −𝐴𝑠 𝑓𝑦)/(d 𝑥 𝑓^′ 𝑐 𝑥 0.85))

Date post:	15-May-2023
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TRABAJO C3 ACTUALIZADO

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