AVALUO DE CARGAS DATOS VTA1 VTA2 VTA3 VTA4

ɣC(kN/m^3) 24 C1[m] 0.91 0.91 0.80 0.93

CASETON 0.4 C2[m] 0.91 0.91 0.80 0.93

ACABADO 1.2 A. AF 0.91 0.91 0.80 0.93

Muros 3.00 P.VTA 0.00 0.00 0.00 0.00

β 0.85 CM 0.00 0.00 0.00 0.00

Ec 0.003 Wu 6.29 6.29 6.29 6.29

Es 0.004 Wu[Kn*mL] 5.72 5.72 5.03 5.85

fy 420 Ln1 6.20 6.20 6.20 2.89

f'c 21 Ln2 6.60 6.60 6.60

a/b 0.042 Ln3 6.80 6.80

CV1.8 L1 6.80 6.80 6.80 3.17

5 L2 7.00 7.00 7.00

h libre 2.4 L3 7.40 7.40

ɣC(kN/m^3) 18

VTA5 VTA6 VTA7

0.80 0.80 0.93

0.93 0.80 0.93

0.87 0.80 0.93

0.00 0.00 0.00

0.00 0.00 0.00

6.29 6.29 6.29

5.44 5.03 5.85

6.60 3.65 6.60

6.80

7.00 3.93 7.00

7.40

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300 0.040Altura (m) h= 0.400 CONCRETO f'c = 210Peralte efec (cm) d= 0.360 ACERO fy = 420

d2 = 0.130 Ϫ Concreto T/m3 2.4W calculado (Tn) 1.270

PPV (T/m) 0.288Wu (T/m2) 1.558

6.30 7.00 6.5

Ln 6.00 Ln 6.70 Ln 6.20

M- 2.337 25.13 22.84 23.57 25.93 2.50 29.94M+ 4.01 4.37 4.28

M+/- Mpa 0.023 0.040 0.251 0.228 0.044 0.236 0.259 0.043 0.025 0.299øRn 0.180 0.309 1.939 1.763 0.337 1.819 2.001 0.330 0.193 2.311

ρ 0.003 0.003 0.005 0.004 0.003 0.005 0.000 0.003 0.003 0.000As (m) 0.00013 0.00013 0.00018 0.00017 0.00013 0.00018 0.00000 0.00013 0.00013 0.00000

As (mm) 128.304 128.304 178.724 167.881 128.304 175.708 0.000 128.304 128.304 0.000# barras 1#4 1#4 2#4 2#5 1#4 1#5 2#4 1#4 1#5 1#5

Calculo ρ #DIV/0! Calculo ρ #DIV/0! Calculo ρ 0.004596805 Calculo ρ 0.004317929 Calculo ρ 0.007430546 Calculo ρ 0.00451925Xo Xo Xo 4.03015 Xo 3.61991 Xo 2.42809 Xo 3.61991X1 X1 X1 1.939 X1 1.76270 X1 0.337 X1 1.819

X2 X2 4.16245 3.75888 X2 X2 3.75888Yo Yo Yo 0.0125 Yo 0.0110 Yo 0.0070 Yo 0.0110Y1 Y1 Y1 0.013 Y1 0.0115 Y1 0.0075 Y1 0.0115

Calculo ρ 0.004957 Calculo ρ #DIV/0! Calculo ρ #DIV/0!Xo 3.89562 Xo XoX1 2.00052 X1 X1X2 4.03015 X2Yo 0.0120 Yo YoY1 0.0125 Y1 Y1

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DISEÑO DE V01

A B C D

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300 0.040Altura (m) h= 0.400 CONCRETO f'c = 210Peralte efec (cm) d= 0.360 ACERO fy = 420

d2 = 0.130 Ϫ Concreto T/m3 2.4W calculado (Tn) 1.270

PPV (T/m) 0.288Wu (T/m2) 1.558

6.30 7.00

Ln 6.00 Ln 6.70

M- 2.337 25.13 22.84M+ 4.01 4.37

M+/- Mpa 0.023 0.040 0.251 0.228 0.044øRn 0.180 0.309 1.939 1.763 0.337

ρ 0.003 0.003 0.008 0.008 0.003As (m) 0.00013 0.00013 0.00031 0.00031 0.00013

As (mm) 128.304 128.304 311.040 311.040 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρXo 2.42809 Xo 2.42809 Xo 2.42809 XoX1 0.180 X1 0.309 X1 1.939 X1Yo 0.0070 Yo 0.0070 Yo 0.0070 YoY1 0.0075 Y1 0.0075 Y1 0.0075 Y1

Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρXo 2.42809 Xo 2.42809 Xo 2.42809 XoX1 2.001 X1 0.330 X1 0.193 X1Yo 0.0070 Yo 0.0070 Yo 0.0070 YoY1 0.0075 Y1 0.0075 Y1 0.0075 Y1

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DISEÑO DE V01

A B

6.5

Ln 6.20

23.57 25.93 2.504.28

0.236 0.259 0.043 0.0251.819 2.001 0.330 0.1930.008 0.008 0.003 0.003

0.00031 0.00031 0.00013 0.00013311.040 311.040 128.304 128.304

1#5 2#4 1#4 1#5

0.008 Calculo ρ 0.008 Calculo ρ 0.0082.42809 Xo 2.42809 Xo 2.42809

1.763 X1 0.337 X1 1.8190.0070 Yo 0.0070 Yo 0.00700.0075 Y1 0.0075 Y1 0.0075

0.0082.42809

0.0000.00700.0075

DISEÑO DE V01

C D

Calculo ρ 0.008Xo 2.42809X1 0.000Yo 0.0070Y1 0.0075

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300 0.040Altura (m) h= 0.400 CONCRETO f'c = 210Peralte efec (cm) d= 0.360 ACERO fy = 420

d2 = 0.130 Ϫ Concreto T/m3 2.4W calculado (Tn) 1.270

PPV (T/m) 0.288Wu (T/m2) 1.558

6.30 7.00

Ln 6.00 Ln 6.70

M- 2.337 25.13 22.84M+ 4.01 4.37

M+/- Mpa 0.023 0.040 0.251 0.228 0.044øRn 0.180 0.309 1.939 1.763 0.337

ρ 0.003 0.003 0.008 0.008 0.003As (m) 0.00013 0.00013 0.00031 0.00031 0.00013

As (mm) 128.304 128.304 311.040 311.040 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρXo 2.42809 Xo 2.42809 Xo 2.42809 XoX1 0.180 X1 0.309 X1 1.939 X1Yo 0.0070 Yo 0.0070 Yo 0.0070 YoY1 0.0075 Y1 0.0075 Y1 0.0075 Y1

Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρXo 2.42809 Xo 2.42809 Xo 2.42809 XoX1 2.001 X1 0.330 X1 0.193 X1Yo 0.0070 Yo 0.0070 Yo 0.0070 YoY1 0.0075 Y1 0.0075 Y1 0.0075 Y1

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DISEÑO DE V01

A B

6.5

Ln 6.20

23.57 25.93 2.50 29.944.28

0.236 0.259 0.043 0.025 0.2991.819 2.001 0.330 0.193 2.3110.008 0.008 0.003 0.003 0.008

0.00031 0.00031 0.00013 0.00013 0.00031311.040 311.040 128.304 128.304 311.040

1#5 2#4 1#4 1#5 1#5

0.008 Calculo ρ 0.008 Calculo ρ 0.0082.42809 Xo 2.42809 Xo 2.42809

1.763 X1 0.337 X1 1.8190.0070 Yo 0.0070 Yo 0.00700.0075 Y1 0.0075 Y1 0.0075

0.0082.42809

2.3110.00700.0075

DISEÑO DE V01

C D

Calculo ρ 0.008Xo 2.42809X1 0.000Yo 0.0070Y1 0.0075

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300 0.040Altura (m) h= 0.400 CONCRETO f'c = 210Peralte efec (cm) d= 0.360 ACERO fy = 420

d2 = 0.130 Ϫ Concreto T/m3 2.4W calculado (Tn) 1.270

PPV (T/m) 0.288Wu (T/m2) 1.558

6.30 7.00

Ln 6.00 Ln 6.70

M- 2.337 25.13 22.84M+ 4.01 4.37

M+/- Mpa 0.023 0.040 0.251 0.228 0.044øRn 0.180 0.309 1.939 1.763 0.337

ρ 0.003 0.003 0.008 0.008 0.003As (m) 0.00013 0.00013 0.00031 0.00031 0.00013

As (mm) 128.304 128.304 311.040 311.040 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρXo 2.42809 Xo 2.42809 Xo 2.42809 XoX1 0.180 X1 0.309 X1 1.939 X1Yo 0.0070 Yo 0.0070 Yo 0.0070 YoY1 0.0075 Y1 0.0075 Y1 0.0075 Y1

Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρ 0.008 Calculo ρXo 2.42809 Xo 2.42809 Xo 2.42809 XoX1 2.001 X1 0.330 X1 0.193 X1Yo 0.0070 Yo 0.0070 Yo 0.0070 YoY1 0.0075 Y1 0.0075 Y1 0.0075 Y1

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DISEÑO DE V01

A B

6.5

Ln 6.20

23.57 25.93 2.50 29.944.28

0.236 0.259 0.043 0.025 0.2991.819 2.001 0.330 0.193 2.3110.008 0.008 0.003 0.003 0.008

0.00031 0.00031 0.00013 0.00013 0.00031311.040 311.040 128.304 128.304 311.040

1#5 2#4 1#4 1#5 1#5

0.008 Calculo ρ 0.008 Calculo ρ 0.0082.42809 Xo 2.42809 Xo 2.42809

1.763 X1 0.337 X1 1.8190.0070 Yo 0.0070 Yo 0.00700.0075 Y1 0.0075 Y1 0.0075

0.0082.42809

2.3110.00700.0075

DISEÑO DE V01

C D

Calculo ρ 0.008Xo 2.42809X1 0.000Yo 0.0070Y1 0.0075

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300Altura (m) h= 0.400Peralte efec (cm) d= 0.360

d2 = 0.130 0.040W calculado (Tn) 1.270 CONCRETO f'c = 210

PPV (T/m) 0.346 ACERO fy = 420Wu (T/m2) 1.777 gama concreto 2.4

6.00 6.40

Ln 5.60 Ln 6.00

M- 2.32215573 23.91 21.74M+ 3.98 4.00

M+/- Mpa 0.023 0.040 0.239 0.217 0.040øRn 0.179 0.307 1.845 1.677 0.309

ρ 0.003 0.003 0.0042 0.004 0.003As (m) 0.00013 0.00013 0.00016 0.00016 0.00013

As (mm) 128.304 128.304 164.942 155.954 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ #DIV/0! Calculo ρ #DIV/0! Calculo ρ 0.00424235 Calculo ρXo Xo Xo 4.03015 XoX1 X1 X1 1.845 X1

X2 X2 4.16245Yo Yo Yo 0.0125 YoY1 Y1 Y1 0.013 Y1

Calculo ρ 0.0042615 Calculo ρ #DIV/0! Calculo ρ #DIV/0!Xo 3.89562 Xo XoX1 1.81350 X1 X1X2 4.03015 X2Yo 0.0120 Yo YoY1 0.0125 Y1 Y1

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DISEÑO DE V02

1 2

5.9

Ln 5.50

21.37 23.50 2.243.84

0.214 0.235 0.038 0.0221.649 1.813 0.296 0.1730.004 0.004 0.003 0.003

0.00015 0.00017 0.00013 0.00013151.926 165.687 128.304 128.304

1#5 2#4 1#4 1#5

0.00401116 Calculo ρ 0.007436466 Calculo ρ 0.003907553.61991 Xo 2.42809 Xo 3.619911.67743 X1 0.309 X1 1.6493.75888 X2 X2 3.758880.0110 Yo 0.0070 Yo 0.01100.0115 Y1 0.0075 Y1 0.0115

DISEÑO DE V02

3 4

Calculo ρ 0.008Xo 2.42809X1 0.000

Yo 0.0070Y1 0.0075

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300Altura (m) h= 0.400Peralte efec (cm) d= 0.360

d2 = 0.130 0.040W calculado (Tn) 1.270 CONCRETO f'c = 210

PPV (T/m) 0.346 ACERO fy = 420Wu (T/m2) 1.696 gama concreto 2.4

6.00 6.40

Ln 5.60 Ln 6.00

M- 2.2166032 22.83 20.75M+ 3.80 3.82

M+/- Mpa 0.022 0.038 0.228 0.208 0.038øRn 0.171 0.293 1.761 1.601 0.295

ρ 0.003 0.003 0.0034 0.0037 0.003As (m) 0.00013 0.00013 0.00013 0.00015 0.00013

As (mm) 128.304 128.304 132.854 145.288 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ #DIV/0! Calculo ρ #DIV/0! Calculo ρ 0.00341703 Calculo ρXo Xo Xo 4.42038 XoX1 X1 X1 1.761 X1

X2 X2 4.54601Yo Yo Yo 0.0140 YoY1 Y1 Y1 0.0145 Y1

Calculo ρ0.00348337 Calculo ρ #DIV/0! Calculo ρ #DIV/0!Xo 4.29252 Xo XoX1 1.73107 X1 X1X2 4.42038 X2Yo 0.0135 Yo YoY1 0.014 Y1 Y1

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DISEÑO DE V02

1 2

5.9

Ln 5.50

20.40 22.43 2.143.67

0.204 0.224 0.037 0.0211.574 1.731 0.283 0.1650.003 0.003 0.003 0.003

0.00013 0.00014 0.00013 0.00013131.035 135.433 128.304 128.304

1#5 2#4 1#4 1#5

0.00373683 Calculo ρ #DIV/0! Calculo ρ 0.003370243.61991 Xo Xo 3.895621.60118 X1 X1 1.5743.75888 X2 X2 4.030150.0110 Yo Yo 0.01200.0115 Y1 Y1 0.0125

DISEÑO DE V02

3 4

Calculo ρ 0.008Xo 2.42809X1 0.000

Yo 0.0070Y1 0.0075

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300Altura (m) h= 0.400Peralte efec (cm) d= 0.360

d2 = 0.130 0.040W calculado (Tn) 1.270 CONCRETO f'c = 210

PPV (T/m) 0.346 ACERO fy = 420Wu (T/m29) 1.575 gama concreto 2.4

6.00 6.40

Ln 5.60 Ln 6.00

M- 2.0582744 21.20 19.27M+ 3.53 3.54

M+/- Mpa 0.021 0.035 0.212 0.193 0.035øRn 0.159 0.272 1.635 1.487 0.273

ρ 0.003 0.003 0.0036 0.0033 0.003As (m) 0.00013 0.00013 0.00014 0.00013 0.00013

As (mm) 128.304 128.304 139.965 129.289 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ #DIV/0! Calculo ρ #DIV/0! Calculo ρ 0.00359992 Calculo ρXo Xo Xo 3.89562 XoX1 X1 X1 1.635 X1

X2 X2 4.03015 X2Yo Yo Yo 0.0120 YoY1 Y1 Y1 0.0125 Y1

Calculo ρ0.00349557 Calculo ρ #DIV/0! Calculo ρ #DIV/0!Xo 3.89562 Xo XoX1 1.60742 X1 X1X2 4.03015 X2Yo 0.0120 Yo YoY1 0.0125 Y1 Y1

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DISEÑO DE V02

1 2

5.9

Ln 5.50

18.94 20.83 1.993.40

0.189 0.208 0.034 0.0201.461 1.607 0.263 0.1530.004 0.003 0.003 0.003

0.00014 0.00014 0.00013 0.00013141.734 135.908 128.304 128.304

1#5 2#4 1#4 1#5

0.00332534 Calculo ρ #DIV/0! Calculo ρ 0.003645413.61991 Xo Xo 2.739391.48681 X1 X1 1.4613.75888 X2 X2 3.619910.0110 Yo Yo 0.00800.0115 Y1 Y1 0.011

DISEÑO DE V02

3 4

Calculo ρ 0.008Xo 2.42809X1 0.000

Yo 0.0070Y1 0.0075

GEOMETRIA DEL ELEMENTOAncho (m) b= 0.300Altura (m) h= 0.400Peralte efec (cm) d= 0.360

d2 = 0.130 0.040W calculado (Tn) 1.270 CONCRETO f'c = 210

PPV (T/m) 0.346 ACERO fy = 420Wu (T/m2) 1.373 gama concreto 2.4

6.00 6.40

Ln 5.60 Ln 6.00

M- 1.79439307 18.48 16.80M+ 3.08 3.09

M+/- Mpa 0.018 0.031 0.185 0.168 0.031øRn 0.138 0.237 1.426 1.296 0.238

ρ 0.003 0.003 0.0028 0.0026 0.003As (m) 0.00013 0.00013 0.00011 0.00010 0.00013

As (mm) 128.304 128.304 109.666 102.624 128.304# barras 1#4 1#4 2#4 2#5 1#4

Calculo ρ #DIV/0! Calculo ρ #DIV/0! Calculo ρ 0.00282062 Calculo ρXo Xo Xo 3.89562 XoX1 X1 X1 1.426 X1

X2 X2 4.03015 X2Yo Yo Yo 0.0120 YoY1 Y1 Y1 0.0125 Y1

Calculo ρ0.00272965 Calculo ρ #DIV/0! Calculo ρ #DIV/0!Xo 3.89562 Xo XoX1 1.40134 X1 X1X2 4.03015 X2Yo 0.0120 Yo YoY1 0.0125 Y1 Y1

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DISEÑO DE V02

1 2

5.9

Ln 5.50

16.51 18.16 1.732.97

0.165 0.182 0.030 0.0171.274 1.401 0.229 0.1340.003 0.003 0.003 0.003

0.00012 0.00011 0.00013 0.00013116.917 106.129 128.304 128.304

1#5 2#4 1#4 1#5

0.00263952 Calculo ρ #DIV/0! Calculo ρ 0.003007123.61991 Xo Xo 2.739391.29620 X1 X1 1.2743.75888 X2 X2 3.619910.0110 Yo Yo 0.00800.0115 Y1 Y1 0.011

DISEÑO DE V02

3 4

Calculo ρ 0.008Xo 2.42809X1 0.000

Yo 0.0070Y1 0.0075

VIGA 4 RecurbimientoANCHO DE VIGAS (h) 0.45 m d=ALTO VIGAS (b) 0.45 m d^2=W Calculado Viguetas 1.27 T.m b*d^2=ANCHO VIGAS 0.45 m ɣ Conc. Refor.LUZ ENTRE VIGAS 7.5 mWu Viga 4.76 T/mPPV 0.49 T/mPPV*1,2 0.58 T/mWu 5.35 T/m

A B

L= 1.2 L= 6.5Ln= 1.125 Ln= 6.45

M- 9.27 19.89M+ 3.38 15.89

V 17.2398825 24.46

M+/- Mpa 0.034 0.093 0.159 0.199øRn 0.447 1.225 2.100 2.630

ρ 0.003 0.003 0.006 0.008As (m) 0.001 0.001 0.001 0.001

As (mm) 608.850 623.426 1102.757 1407.551# barras 4#5 4#5 4#6 4#7

V (T*m) 17.2398825 24.46V (kN) 172.40 244.57

λ (Concreto normal) 1 S 0.205

Vc (kN) 143.73 fyt A37

53.90 As min ( )^2𝑚𝑚 1.09209E+02107.80

Vud (kN) 161.44 229.02

Vs (kN) 71.52 161.63

0,5*Ø*Vc (kN)

Ø*Vc (kN)

0,35*(𝑏𝑤∗𝑆)/𝑓𝑦𝑡 ( 〖𝑚𝑚〗 ^2)

Av 149.00 mm² 336.72 mm²

VANO 1

3.25 244.57

VANO 2

0.7 53.90Vc 0,5*Ø*Vc-Ø*Vc Ø*Vc Vc# FLEJES 2 14 # FLEJESDISTNACIA 0.21 m 0.10 m DISTNACIA

3.25 244.570.7 53.90

Vc 0,5*Ø*Vc-Ø*Vc Ø*Vc Vc# FLEJES 2 14 # FLEJESDISTNACIA 0.21 m 0.10 m DISTNACIA

Desde 0 a 1 no necesita refuerzo

Desde 0 a 0,9 no necesita

refuerzo

Desde 0 a 1 no necesita refuerzo

Desde 0 a 1,3 no necesita

refuerzo

0.04 m f'c= 21 Mpa0.4100 m fy= 420 MPa0.1681 m²0.0756 m³

2.4 T/m2

W=5,28 T/m C D

L= 7.2 L= 6.6Ln= 5.75 Ln= 5.35

16.47 6.3812.62 10.93

16.30 14.83 22.25 14.30

0.126 0.165 0.109 0.0641.669 2.177 1.445 0.8430.005 0.006 0.004 0.0030.001 0.001 0.001 0.001

860.102 1143.162 739.845 608.8504#6 4#7 4#5 4#5

16.30 14.83 22.25 14.30163.04 148.34 222.51 143.00

Ø 0.75

240

134.53(kN) 279.0

151.42 137.77 205.46 132.04

58.16 39.96 130.22 32.32

121.16 mm² 83.24 mm² 271.29 mm² 67.33 mm²

3.6 163.04

VANO 3

3.3 222.511.2 53.90 0.8 53.90

0,5*Ø*Vc-Ø*Vc Ø*Vc Vc 0,5*Ø*Vc-Ø*Vc Ø*Vc3 8 # FLEJES 2 13

0.21 m 0.10 m DISTNACIA 0.21 m 0.10 m

3.6 148.34 3.3 143.001.3 53.90 1.2 53.90

0,5*Ø*Vc-Ø*Vc Ø*Vc Vc 0,5*Ø*Vc-Ø*Vc Ø*Vc3 6 # FLEJES 3 4

0.21 m 0.10 m DISTNACIA 0.21 m 0.10 m

Desde 0 a 0,9 no necesita

refuerzo

Desde 0 a 1,3 no necesita

refuerzo

M- 0.00 0.00M+ 0.00

M- #REF! #REF!M+ #REF!

M+/- Mpa #REF! #REF! #REF!øRn #REF! #REF! #REF!

ρ #REF! #REF! #REF!As (m) #REF! #REF! #REF!

As (mm) #REF! #REF! #REF!# barras 1#4 1#4 2#4

Calculo ρ #DIV/0! Calculo ρ #DIV/0! Calculo ρ #REF!Xo Xo Xo 3.89562X1 X1 X1 #REF!

X2 X2 4.03015Yo Yo Yo 0.0120Y1 Y1 Y1 0.0125

Calculo ρ -0.00247863 Calculo ρ #DIV/0! Calculo ρ #DIV/0!Xo 3.89562 Xo XoX1 0.00000 X1 X1X2 4.03015 X2Yo 0.0120 Yo YoY1 0.0125 Y1 Y1

Calculo ρ -0.00202407 Calculo ρ #DIV/0! Calculo ρXo 3.61991 Xo XoX1 0.00000 X1 X1

X2 3.75888 X2 X2Yo 0.0110 Yo YoY1 0.0115 Y1 Y1

-0.00133331 Calculo ρ2.73939 Xo

0.000 X13.619910.0080 Yo0.011 Y1

0.0082.42809

0.000

0.00700.0075