Current Date: 13/11/2014 01:11 p.m.Units system: MetricFile name: C:\Users\pablo.correa\NO BORRAR\12 NOV\CASA GALINDEZ - REV100.etz\

Design Results

Preliminary Reinforced Concrete DesignDesign code: ACI 318-05

Load conditionsU1=1.4DL+1.4DL1U2=1.2DL+1.2DL1+1.6LL+0.5LLrU3=1.2DL+1.2DL1+0.5LL+1.6LLrUS4=1.2DL+1.2DL1+0.5LL+0.5LLr+ExUS5=1.2DL+1.2DL1+0.5LL+0.5LLr-ExUS6=1.2DL+1.2DL1+0.5LL+0.5LLr+EzUS7=1.2DL+1.2DL1+0.5LL+0.5LLr-EzUS8=0.9DL+0.9DL1+ExUS9=0.9DL+0.9DL1-ExUS10=0.9DL+0.9DL1+EzUS11=0.9DL+0.9DL1-Ez

VIGAS

VIGA A.izq A.cent A.der P.I.izq P.I.der

ID [cm2] [cm2] [cm2] [m] [m]285 RcBeamM 20x30cm

SUP: 0.97 0 1.49 0.68 1.23INF: 0 0 0.99 0 0

279 RcBeamM 20x30cmSUP: 3.62 0 4.11 1.55 3.06INF: 0 0 1.67 0 0

280 RcBeamM 20x30cmSUP: 4.39 0 3.29 1.43 1.73INF: 0 0 2.48 0 0

281 RcBeamM 20x30cmSUP: 4.2 0 2.49 1.04 1.15INF: 0 0 2.82 0 0

277 RcBeamM 20x30cmSUP: 5.1 0 5.6 1.85 4.15INF: 0 1.84 0 0.21 5.74

278 RcBeamM 20x30cm

SUP: 6.8 0 5.76 0.82 0.87INF: 0 0 6.63 0 0

296 RcBeamM 20x30cmSUP: 3.83 0 2.09 1.15 1.25INF: 0 0 2.53 0 0

269 RcBeamM 20x30cmSUP: 5.95 0 7.02 1.95 3.92INF: 0 0 2.14 0 0

267 RcBeamM 20x30cmSUP: 1.96 0 2.54 1.24 2.31INF: 0 0 1.38 0 0

265 RcBeamM 20x30cmSUP: 0 0 7.95 0 0INF: 0 0 4.58 0 0

266 RcBeamM 20x30cmSUP: 3.51 0 6.26 1.1 1.26INF: 0 0 4.64 0 0

271 RcBeamM 20x30cmSUP: 4.01 0 5.08 1.02 1.11INF: 0 0 3.8 0 0

270 RcBeamM 20x30cmSUP: 4.96 0 5.09 1.13 1.2INF: 0 0 4.8 0 0

275 RcBeamM 20x30cmSUP: 5.62 0 5.81 1.98 4.23INF: 0 1.85 0 0.19 5.87

274 RcBeamM 20x30cmSUP: 4.11 0 5 1.44 1.81INF: 0 0 2.66 0 0

272 RcBeamM 20x30cmSUP: 8.9 0 8.06 1.14 1.19INF: 0 0 8.31 0 0

290 RcBeamM 20x30cmSUP: 0 0 5.11 0 0INF: 0 0 3.67 0 0

276 RcBeamM 20x30cmSUP: 5.34 0 4.97 1.85 4.39INF: 0 2 0 0.46 5.9

289 RcBeamM 20x30cmSUP: 4.17 0 3.26 1.6 2.16INF: 0 0 1.79 0 0

282 RcBeamM 20x30cmSUP: 1.67 0 1.81 1.11 2.34INF: 0 0 1.15 0 0

288 RcBeamM 20x30cmSUP: 1.67 0 1.01 1.16 1.52INF: 0 0 0.5 0 0

297 RcBeamM 20x30cmSUP: 1.67 0 2.91 0.71 0.93INF: 0 0 1.67 0 0

283 RcBeamM 20x30cmSUP: 4.04 0 5.35 0.64 0.65INF: 0 0 4.93 0 0

284 RcBeamM 20x30cmSUP: 2.53 0 2.01 1.15 1.38INF: 0 0 2.1 0 0

File name: C:\Users\pablo.correa\NO BORRAR\12 NOV\CASA GALINDEZ - REV100.etz\

PIEL Sep. Estribos [cm] TIPO Mmin/max

[cm2] Barra IZQ. CENT. DER.

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.3 12.5 12.3 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 6.25 6.25 6.25 >[]<

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 >[]<

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 12.5 U

0 #2 12.5 12.5 11.7 U

0 #2 12.5 12.5 12.5 U

VIGAS DE FUNDACIONHORMIGON H-20 (f'c=20 MPa)

V [Ton] LongVIGA

bw h

[Ton*m] T [Ton*m] [m] (cm) (cm)

VF1 20 300.69 1.75 2-1.03 4.49E-03

VF2 20 301.27 2.88 4.81-3.49 1.21E-03

VF3 20 302.2 3.28 2.99-3.7 8.15E-03

VF4 20 302.48 3.91 2-3.56 9.46E-03

VF5 20 301.66 3.31 6.1-4.56 1.90E-03

VF6 20 30

5.24 6.96 1.59 VF6 20 30-5.34 0.02

VF7 20 302.24 3.39 2-3.28 5.81E-03

VF8 20 301.91 3.62 6.1-5.48 4.68E-03

VF9 20 300.95 2.39 3.6-2.25 0.01

VF10 20 303.83 9.57 1.11-6.24 0.01

VF11 20 303.88 4.68 2.49-5 1.72E-03

VF12 20 303.25 4.36 2.2-4.2 4.93E-03

VF13 20 304 4.71 2.2-4.21 0.02

VF14 20 301.67 3.37 6.2-4.7 3.40E-03

VF15 20 302.35 3.38 3.4-4.14 3.31E-03

VF16 20 306.59 6.85 2.2-7.14 0.01

VF17 20 303.15 4.09 2.46-4.22 0.02

VF18 20 301.8 3.3 6.2-4.38 4.61E-03

VF19 20 301.62 2.99 3.64-3.53 1.99E-03

VF20 20 300.8 2.08 3.4-1.63 7.24E-04

VF21 20 300.35 1.55 2.2-1.16 0.01

VF22 20 301.5 2.72 2.11-2.55 0.02

VF23 20 304.09 7.15 1.29-4.39 0.02

VF24 20 301.88 2.64 2.2-2.24 4.59E-03

VIGAS DE FUNDACIONHORMIGON H-20 (f'c=20 MPa) ACERO ADN-420

d Long.POS.

Mmax Vmax As.Izq. As.Cen. As.Der. Armadura Longitudinal adoptada

(cm) (m) (kN.m) (kN) As.Izq.

28 2SUP. -10.3

17.51.80 1.80 1.80 3 Φ

INF. 6.9 1.80 1.80 1.80 3 Φ

28 4.81SUP. -34.9

28.83.62 1.80 4.11 4 Φ

INF. 12.7 1.80 1.80 1.80 3 Φ

28 2.99SUP. -37

32.84.39 1.80 3.29 4 Φ

INF. 22 1.80 1.80 2.48 2 Φ

28 2SUP. -35.6

39.14.20 1.80 2.49 4 Φ

INF. 24.8 1.80 1.80 2.82 2 Φ

28 6.1SUP. -45.6

33.15.10 1.80 5.60 5 Φ

INF. 16.6 1.80 1.84 1.80 3 Φ

28 1.59SUP. -53.4

69.66.80 1.80 5.76 4 Φ

(cm2) (cm2) (cm2)

28 1.59 69.6INF. 52.4 1.80 1.80 6.63 2 Φ

28 2SUP. -32.8

33.93.83 1.80 2.09 4 Φ

INF. 22.4 1.80 1.80 2.53 2 Φ

28 6.1SUP. -54.8

36.25.95 1.80 7.02 4 Φ

INF. 19.1 1.80 1.80 2.14 3 Φ

28 3.6SUP. -22.5

23.91.96 1.80 2.54 2 Φ

INF. 9.5 1.80 1.80 1.80 3 Φ

28 1.11SUP. -62.4

95.71.80 1.80 7.95 2 Φ

INF. 38.3 1.80 1.80 4.58 3 Φ

28 2.49SUP. -50

46.83.51 1.80 6.26 2 Φ

INF. 38.8 1.80 1.80 4.64 3 Φ

28 2.2SUP. -42

43.64.01 1.80 5.08 5 Φ

INF. 32.5 1.80 1.80 3.80 2 Φ

28 2.2SUP. -42.1

47.14.96 1.80 5.09 5 Φ

INF. 40 1.80 1.80 4.80 3 Φ

28 6.2SUP. -47

33.75.62 1.80 5.81 3 Φ

INF. 16.7 1.80 1.85 1.80 3 Φ

28 3.4SUP. -41.4

33.84.11 1.80 5.00 5 Φ

INF. 23.5 1.80 1.80 2.66 2 Φ

28 2.2SUP. -71.4

68.58.90 1.80 8.06 5 Φ

INF. 65.9 1.80 1.80 8.31 2 Φ

28 2.46SUP. -42.2

40.91.80 1.80 5.11 2 Φ

INF. 31.5 1.80 1.80 3.67 2 Φ

28 6.2SUP. -43.8

335.34 1.80 4.97 5 Φ

INF. 18 1.80 2.00 1.80 3 Φ

28 3.64SUP. -35.3

29.94.17 1.80 3.26 4 Φ

INF. 16.2 1.80 1.80 1.80 3 Φ

28 3.4SUP. -16.3

20.81.80 1.80 1.81 3 Φ

INF. 8 1.80 1.80 1.80 3 Φ

28 2.2SUP. -11.6

15.51.80 1.80 1.80 3 Φ

INF. 3.5 1.80 1.80 1.80 3 Φ

28 2.11SUP. -25.5

27.21.80 1.80 2.91 2 Φ

INF. 15 1.80 1.80 1.80 3 Φ

28 1.29SUP. -43.9

71.54.04 1.80 5.35 5 Φ

INF. 40.9 1.80 1.80 4.93 2 Φ

28 2.2SUP. -22.4

26.42.53 1.80 2.01 3 Φ

INF. 18.8 1.80 1.80 2.10 3 Φ

Armadura Longitudinal adoptada Armadura Transversal - Estribos

As.Izq. As.Cen. As.Der. Ast. Izq. Ast. Cen. Ast. Der.

10 3 Φ 10 3 Φ 102 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/

10 3 Φ 10 3 Φ 1012 2 Φ 12 4 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1012 2 Φ 12 4 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 3 Φ 1212 2 Φ 12 4 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 3 Φ 1212 3 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1016 2 Φ 16 4 Φ 16

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/16 2 Φ 16 4 Φ 1612 2 Φ 12 2 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 3 Φ 1216 2 Φ 16 4 Φ 16

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1012 2 Φ 12 3 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1016 2 Φ 16 4 Φ 16

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 3 Φ 12 5 Φ 1216 2 Φ 16 4 Φ 16

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 3 Φ 12 5 Φ 1212 3 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 4 Φ 1212 3 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 3 Φ 12 5 Φ 1216 2 Φ 16 3 Φ 16

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1012 3 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 3 Φ 1216 2 Φ 16 5 Φ 16

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/16 2 Φ 16 5 Φ 1612 2 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 4 Φ 1212 2 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1012 2 Φ 12 4 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1010 3 Φ 10 3 Φ 10

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 10

10 3 Φ 10 3 Φ 102 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/

10 3 Φ 10 3 Φ 1012 2 Φ 12 3 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 1012 2 Φ 12 5 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/12 2 Φ 12 5 Φ 1212 2 Φ 12 2 Φ 12

2 Φ 6 c/ 20 2 Φ 6 c/ 20 2 Φ 6 c/10 3 Φ 10 3 Φ 10

Armadura Transversal - EstribosObservaciones

Ast. Der. cm2 cm2 cm2 CORTE kN

202.36 2.36 2.36 83.48 118.8

2.36 2.36 2.36

204.52 2.26 4.52 83.48 118.8

2.36 2.36 2.36

204.52 2.26 4.52 83.48 118.8

2.26 2.26 3.39

204.52 2.26 4.52 83.48 118.8

2.26 2.26 3.39

205.65 3.39 5.65 83.48 118.8

2.36 2.36 2.36

208.04 4.02 8.04 83.48 118.8

204.02 4.02 8.04

204.52 2.26 2.26 83.48 118.8

2.26 2.26 3.39

208.04 4.02 8.04 83.48 118.8

2.36 2.36 2.36

202.26 2.26 3.39 83.48 118.8

2.36 2.36 2.36

204.02 4.02 8.04 83.48 118.8

3.39 3.39 5.65

204.02 4.02 8.04 83.48 118.8

3.39 3.39 5.65

205.65 3.39 5.65 83.48 118.8

2.26 2.26 4.52

205.65 3.39 5.65 83.48 118.8

3.39 3.39 5.65

206.03 4.02 6.03 83.48 118.8

2.36 2.36 2.36

205.65 3.39 5.65 83.48 118.8

2.26 2.26 3.39

2010.05 4.02 10.05 83.48 118.8

4.02 4.02 10.05

202.26 2.26 5.65 83.48 118.8

2.26 2.26 4.52

205.65 2.26 5.65 83.48 118.8

2.36 2.36 2.36

204.52 2.26 4.52 83.48 118.8

2.36 2.36 2.36

202.36 2.36 2.36 83.48 118.8

2.36 2.36 2.36

202.36 2.36 2.36 83.48 118.8

2.36 2.36 2.36

202.26 2.26 3.39 83.48 118.8

2.36 2.36 2.36

205.65 2.26 5.65 83.48 118.8

2.26 2.26 5.65

203.39 2.26 2.26 83.48 118.8

2.36 2.36 2.36

CORTE kN V FINAL118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23

118.8 118.8 202.23