Placa Primer Piso

Placa 1 parqueadero diseño a cortante

fy Mpa 420L (m) 1.15 f´c Mpa 28 Mu ton/mB (m) 1 φ 0.75 kH min 0.10 λ 1 m

bw (mm) 1000 cuantia necPeso P. Ton/ 0.25090909 d (cm) 0.43172644 cuantia minima

WD Ton/m 0.25090909 cuantia diseñoWL Ton/m 0.25 d nec (cm) 0.43172644Wu Ton/m 0.70109091 d dis (cm) 13 As cm^2reacciones to 0.40312727 # barrasespesor mur 0.15 separacion (cm)d (m) 0.08454545

longitud realV critico ton 0.2912714 # barras

separacion (cm)

placa 1 diseño a flexion

0.11589909 Barra D (Cm) Area (cm^2)0.68579344 3 0.95 0.7117.6470588 4 1.27 1.290.00184428 5 1.59 2

0.00333 6 1.9 2.87 2.22 3.87

0.00333 8 2.54 5.069 2.86 6.42

4.329 10 3.17 7.893.35581395 11 3.48 9.57

0.2979903 29.7990298 25

6.224.8 25 AS retraccion 2.3424.8 25 # barras 3.29577465

separacion 30.3418803 30

longitud real 1.15# barras total 3.83333333 4separacion (c 28.75 29

Placa 1 parqueadero diseño a cortante placa 1 diseño a flexion

fy Mpa 420L (m) 1.2 f´c Mpa 28 Mu ton/m 0.17526857B (m) 1 φ 0.75 k 1.03709214H min 0.17142857 λ 1 m 17.6470588

bw (mm) 1000 cuantia nec 0.00281347Peso P. Ton/ 0.41142857 d (cm) 0.56802298 cuantia mini 0.00333

WD Ton/m 0.41142857 cuantia diseñ 0.00333WL Ton/m 0.3 d nec (cm) 0.56802298Wu Ton/m 0.97371429 d dis (cm) 13 As cm^2 4.329reacciones to 0.58422857 # barras 3.35581395espesor mur 0.15 separacion (c 0.2979903d (m) 0.13142857

longitud real 1.2V critico ton 0.38322612 # barras 4.8

separacion (c 24


Barra D (Cm) Area (cm^2)3 0.95 0.714 1.27 1.295 1.59 26 1.9 2.87 2.22 3.878 2.54 5.069 2.86 6.42

10 3.17 7.8911 3.48 9.57

29.7990298 25

5 AS retraccion 2.3425 # barras 3.29577465



Placa 1 parqueadero diseño a cortante

fy Mpa 420L (m) 2.79 f´c Mpa 28 Mu ton/mB (m) 1 φ 0.75 kH min 0.17 λ 1 m

bw (mm) 1000 cuantia necPeso P. Ton/ 0.408 d (cm) 1.56910691 cuantia minima

WD Ton/m 0.408 cuantia diseñoWL Ton/m 0.25 d nec (cm) 1.56910691Wu Ton/m 0.8896 d dis (cm) 13 As cm^2

1.240992 # barrasespesor mur 0.15 separacion (cm)d (m) 0.13

longitud realV critico ton 1.058624 # barras

separacion (cm)

PLACA REFUERZO FLEXION REFUERZO RETRACCION# BARRA N° BARRAS SEP. (CM) # BARRA N° BARRAS SEP. (CM)

1 6 32 13 3 12 292 6 31 13 3 12 293 6 31 13 3 10 294 6 32 13 3 10 29

5 patio ropas 4 5 26 3 21 30escalera 4 5 26 3 30 29


0.86559192 Barra D (Cm)5.12184568 0.0095 3 0.9517.6470588 0.0127 4 1.270.01573427 0.0159 5 1.59

0.00333 0.019 6 1.90.0222 7 2.22

0.01573427 0.0254 8 2.540.0286 9 2.86

20.4545568 0.0317 10 3.177.30519886 0.0348 11 3.480.13688881 13.6888813 15

4.5830.5333333 31 AS retraccion (cm^2) 2.340.14774194 15 # barras 3.29577465


longitud real 3.4# barras total 11.3333333 12separacion (cm) 28.3333333

placa longuitud1 4.77 31.8 322 4.57 30.5 313 4.57 30.5 324 4.77 31.8 31

placa longuitud1 3.4 11.3333333 122 3.4 11.3333333 123 2.79 9.3 104 2.79 9.3 10

Area (cm^2)0.711.29

22.8

3.875.066.427.899.57

Placa 1 parqueadero diseño a cortante placa 1 diseño a flexion

fy Mpa 420L (m) 6.2 f´c Mpa 28 Mu ton/m 3.86B (m) 1 φ 0.75 k 38.60H min 0.14 λ 1 m 17.65

bw (mm) 1000 cuantia nec 0.0001022086Peso P. Ton/ 0.336 d (cm) 3.48225339 cuantia mini 0.00333

WD Ton/m 0.336 cuantia diseñ 0.00333WL Ton/m 0.25 d nec (cm) 3.48225339Wu Ton/m 0.8032 d dis (cm) 10 As cm^2 3.33

2.48992 # barras 2.5813953488espesor mur 0.15 separacion (c0.3873873874d (m) 0.1

longitud real 9.35V critico ton 2.34936 # barras 31.166666667

separacion (c 29.21875

PLACA REFUERZO FLEXION REFUERZO RETRACCION# BARRA N° BARRAS SEP. (CM) # BARRA N° BARRAS SEP. (CM)

1 6 32 13 3 12 292 6 31 13 3 12 293 6 31 13 3 10 294 6 32 13 3 10 29

5 patio ropas 4 5 26 3 21 30escalera 4 5 26 3 30 29


Barra D (Cm) Area (cm^2)0.0095 3 0.95 0.710.0127 4 1.27 1.290.0159 5 1.59 2

0.019 6 1.9 2.80.0222 7 2.22 3.870.0254 8 2.54 5.060.0286 9 2.86 6.420.0317 10 3.17 7.890.0348 11 3.48 9.57

38.7387387 30

32 AS retraccion 1.829 # barras 2.53521127



placa longuitud1 4.77 15.9 322 4.57 15.2 313 4.57 15.2 324 4.77 15.9 31

placa longuitud1 3.4 9.71428571 122 3.4 9.71428571 123 2.79 7.97142857 104 2.79 7.97142857 10

Placa Primer Piso

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Transcript of Placa Primer Piso