Planillas Pares Metalicos

PLANILLA DE LOSAS DE VIGUETAS PRETENSADASLOSAS DE VIGUETAS PRETENSADAS LINEA TENSOLITEHORMIGON H-17ARMADURA DE REPARTICION: MALLA ELECTROSOLDADA 4.2 mm cada 15 cm

ANALISIS DE CARGAS CARACTERISTICAS DE LA LOSA

Po

sici

on

Corte VIGUETAS

Carga adicion. Sobrecarga Serie Armadura ( Kgm / m )

( m ) permanente Reglamentaria a kg.m / m Kg/m ( cm ) ( cm ) ( cm )

L2 5.40 291 150 500 941 1/8 3429.95 2540.70 16 5 21 D 59 2843

L16

DETALLE DE VIGAS CINTAS (VC)

kg / m2 kg / m2 (mm2 )

Luz

de

cálculo

Peso

Propio

CARGA UTIL CARGA

TOTALCoeficiente de Momento

Momento M = a.q.L2 Altura

BovedillaEspesorCapa deCompres.

Espesor Losa

MomentoAdmisible

Malla Sima f 4.2 mm cada 15 cmEstribos f 4.2 mm cada 15 cm

LOSA DE VIGUETAS DOBLES

5 cm

Malla Sima f 4.2 mm cada 15 cm

f 10 mm

Malla Sima f 4.2 mm cada 15 cm

21 cm

30 cm

f 10 mm

Estribos f 4.2 mm cada 15 cm

16 cm

Bovedilla de telgopor 16 cm

21 cm

OBSERV.

(m) (m2)La SUPERFICIE HORMIGON VIGUETAS BOVEDILLAS MALLAS

(kg)

SERIES DE VIGUETAS TENSOLITE

Serie ASTER 0 - 3.0

Serie A1 3.1 - 3.4

(m2) (m3)

Serie A2 3.5 - 3.80

Serie B1 3.9 - 4.2

Serie B2 4.3 - 4.6

Serie C 4.7 - 5.4

Serie D 5.5 - 6.2

Serie E 6.3 - 7.2

PLANILLA DE LOSAS LLENAS ARMADAS EN UNA DIRECCION

HORMIGON : H-17ACERO: TIPO lll ADN 42/50

ARMADURAS CORTE Dimensiones Cargas Momentos Apoyo Izquierdo Tramo Apoyo derecho

POS. LUZ d h q p Ap. izq. Tramo Ap. der. Adic. izquierdo Caballete. izquierdo Armadura Principal Caballete. derecho Adic. derecho Armadura. d/ repart. Apoyo Apoyo to

(m) (cm) (cm) (tm/m) (tm/m) (tm/m) Area f Sep. Area f Sep. Area f Sep. Area f Sep. Area f Sep. Area f Sep. izquier. derech.

(mm) (cm) (mm) (cm) (mm) (cm) (mm) (cm) (mm) (cm) (mm) (cm) ( t ) ( t )

LV 1.20 15 13 1.00 0.30 0.00 0.00 0.72 7.54 12 15 - - - - - - - - - 7.54 12 15 1.13 6 25 0.00 1.20 1.15

LE 3.80 17 15 1.00 0.30 0.50 1.81 0.50 5.23 10 15 - - - 7.54 12 15 - - - 5.23 10 15 1.13 6 25 1.90 1.90 1.58

L1 2.65 15 13 1.00 0.30 0.72 0.88 0.50 7.54 12 15 - - - 5.23 10 15 - - - 5.23 10 15 1.88 6 15 1.33 1.33 1.27

LP 2.65 35 33 8.00 0.00 0.00 7.02 0.00 7.54 12 15 - - - 7.54 12 15 - - - 5.23 10 15 3.35 8 15 10.60 10.60 4.02

LT 1.90 15 13 3.00 0.00 0.72 1.35 2.50 7.54 12 15 - - - 7.54 12 15 - - - 5.23 10 15 3.35 8 15 2.85 2.85 2.74

LVT 2.07 15 13 3.00 0.00 0.00 0.00 1.50 7.54 12 15 - - - - - - - - - 7.54 12 15 1.88 6 15 3.10 3.10 2.99

(t/m2 ) (t/m2 )

(cm2 ) (cm2 ) (cm2 ) (cm2 ) (cm2 ) (cm2 ) (Kg/cm2 )

Observac. TRAMO APOYO IZQUIERDO APOYO DERECHIO

Khnec. Khadopt: 100Ke Fenec Fe cab. Izq. Khnec. Khadopt: 100Ke Fenec Fe cab.der.. Fe cab. Izq. Khnec. Khadopt: 100Ke

LOSA EN VOLADIZO0 0 0 0.00 0 0 0 0 0.00 0 0 15.3206469 13.1 45

LOSA DE ESCALERA11.1648439 10.8 46 5.54 0 21.2132034 17.4 44 1.47 0 0 11.1648439 10.8 46

LOSA DE HALL13.8753029 13.1 45 3.04 0 15.3206469 13.1 45 2.49 0 0 18.3847763 17.4 44

LOSA DE PLATEA12.4528302 10.8 46 9.79 0 0 0 0 0.00 0 0 0 0 0

LOSA DE TANQUE11.1731111 10.8 46 4.79 0 15.3206469 13.1 45 2.49 0 0 8.22192192 7.9 50

LOSA DE TANQUE0 0 0 0.00 0 0 0 0 0.00 0 0 10.6144556 9.6 470 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 00 0 0 0.00 0 0 0 0 0.00 0 0 0 0 0

Kh 100Ke

4.07 49

4.18 494.9 49

5.01 49

5.12 50

APOYO DERECHIO LS AREA HORMIGON ACERO 5.22 50

Fenec Fe cab.der.. (m) (kg) 5.33 50

2.49 0 8.65 10.38 1.56 124.56 5.43 50

5.54 0 2 7.60 1.29 103.36 5.53 50

1.69 0 1.2 3.18 0.48 38.16 5.63 51

0.00 0 1.2 3.18 1.11 89.04 5.72 51

9.62 0 1.2 2.28 0.34 27.36 5.82 51

5.42 0 1.1 2.28 0.34 27.32 5.91 510.00 0 7.7 0.00 0.00 0.00 6.01 510.00 0 6 0.00 0.00 0.00 6.1 520.00 0 6 0.00 0.00 0.00 6.19 520.00 0 5.12 409.804 6.21 520.00 0 6.36 520.00 0 6.45 520.00 0 6.53 530.00 0 6.62 530.00 0 6.7 530.00 0 6.78 53

6.86 536.94 53

(m2) (m3)

7.02 547.2 537.4 527.6 517.9 508.3 498.8 489.6 47

10.8 4613.1 4517.4 4429.4 43

PLANILLA DE VIGAS DE HORMIGON HORMIGON : H-17ACERO: TIPO lll ADN 42/50

Cargas DIMENSIONES SOLICITACIONES ARMADURA NECESARIA ARMADURASq P Esquema Alturas Ancho Momentos Corte APOYO IZQ. Tramo APOYO DER. ESTRIBOS

Po

sic

ion

Lu

z (

m)

(t/m) (t) Estatico (cm) (cm) ( tm ) ( T )

APOYO IZQUIE. TRAMO APOYO DER.

Cant. Cant. f

Total rec. útil alma Tramo Apoyo Izq. Der. Super. Inferior Inferior Super. Super. Inferior Barras f Nº f Nº f Nº f Barras f ( mm )

d r h bo Izq. Der. (cm2 ) (cm2 ) (cm2 ) (cm2 ) (cm2 ) (cm2 ) ( mm ) d/ barras ( mm ) d/ barras ( mm ) d/ barras ( mm ) ( mm )

V1 3.4 2.00 0.00 60 3 57 15 2.89 3.00 3.00 3.40 3.40 2.42 0 2.33 0 2.42 0 3 12 - - 3 12 - - 3 12 8

V2 3.4 3.00 0.00 60 3 57 15 4.34 4.00 4.00 5.10 5.10 3.23 0 3.57 0 3.23 0 3 12 - - 4 12 - - 3 12 8

V3 9.42 5.08 0.00 80 3 77 30 39.67 17.00 17.00 23.93 23.93 10.38 0 27.31 0 10.38 0 4 20 2 20 8 20 2 20 4 20 8

V4 9.42 3.60 1.00 80 3 77 30 30.00 14.00 14.00 16.68 16.68 8.36 0 19.87 0 8.36 0 4 20 2 20 6 20 2 20 4 20 8

VA 5.4 1.00 0.00 40 3 37 20 2.65 3.24 3.24 2.70 2.70 4.20 0 3.37 0 4.20 0 4 12 - - 3 12 - - 4 12 6

VF 5.4 0.50 0.00 40 3 37 20 1.33 1.62 1.62 1.35 1.35 2.01 0 1.61 0 2.01 0 2 12 - - 2 12 - - 2 12 6

VT 3.85 0.50 8.00 50 3 47 25 8.63 0.00 0.00 4.96 4.96 0.00 0 9.18 1 0.00 0 2 12 - - 4 20 - - 2 12 8

dh

bo

r

Xi Xd

Mt

Barras adicional. superiores

Barras adicional. superiores

4.2 / 15 Malla Sima mm c cm

17 BOVEDILLAS cm

5 CARPETA cm

VIGUETAS

4cm

36 cm

10 cm

Perchas f 12

Estribos f f cada

Estribos f 6 CADA 15 cm cada

2 f 12

22 cm

20 cm

27 cm

20 cm

25 cm

30 cm30 cm

27 cm

13cm 5cm 8cm

20 cm

50 cm

30 cm

30 cm30 cm

5 CAPA DE COMPRESION CM

B B

13cm 5cm 8cm

25 cm

13 cm

15 cm

10cm

A A

13 cm

50 cm

Estribos f f cada

Estribos f 6 CADA 20 cm cada

2 f 12

22 cm

20 cm

25 cm

13 cm

ESTRIBOS PERCHAS

Sep. f Cant. O

bse

rvac

.

( cm ) ( mm ) barras APOYO DERECHO APOYO IZQUIERDO TRAMOKh Khadopt Ke Ke´ Kh Khadopt Ke Ke´ Kh Khadopt Ke Ke´

15 12 212.7455875 10.8 46 0 12.7455875 10.8 46 0 12.9858853 10.8 46 0

15 12 211.0380025 10.8 46 0 11.0380025 10.8 46 0 10.602931 9.6 47 0

15 12 2 Estribos 4 ramas10.2288519 9.6 47 0 10.2288519 9.6 47 0 6.69607412 6.62 53 5

15 12 211.2716458 10.8 46 0 11.2716458 10.8 46 0 7.7 7.6 51 0

15 12 29.19272391 8.8 48 0 9.19272391 8.8 48 0 10.1629387 9.6 47 0

15 12 213.0004748 10.8 46 0 13.0004748 10.8 46 0 14.3725657 13.1 45 0

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kh ke ke Kx kz4.07 49 25 3.5 105 0.54 0.784.18 49 24 3.5 105 0.54 0.78

4.9 49 23 3.5 105 0.54 0.785.01 49 22 3.5 105 0.54 0.78

5.12 50 21 3.5 105 0.54 0.785.22 50 20 3.5 105 0.54 0.785.33 50 19 3.5 105 0.54 0.78

5.43 50 18 3.5 105 0.54 0.78

5.53 50 17 3.5 105 0.54 0.78

5.63 51 16 3.5 105 0.54 0.78

5.72 51 15 3.5 105 0.54 0.78

5.82 51 14 3.5 105 0.54 0.78

5.91 51 13 3.5 105 0.54 0.78

6.01 51 12 3.5 105 0.54 0.78

6.1 52 11 3.5 105 0.54 0.78

6.19 52 10 3.5 105 0.54 0.78

6.21 52 9 3.5 105 0.54 0.78

eb ee

6.36 52 8 3.5 105 0.54 0.78

6.45 52 7 3.5 105 0.54 0.78

6.53 53 6 3.5 105 0.54 0.78

6.62 53 5 3.5 105 0.54 0.78

6.7 53 4 3.5 105 0.54 0.78

6.78 53 3 3.5 105 0.54 0.78

6.86 53 2 3.5 105 0.54 0.78

6.94 53 1 3.5 105 0.54 0.78

7.02 54 0 3.5 105 0.54 0.78

7.2 53 0 3.5 105 0.51 0.79

7.4 52 0 3.5 105 0.48 0.8

7.6 51 0 3.5 105 0.44 0.82

7.9 50 0 3.38 105 0.4 0.83

8.3 49 0 2.95 105 0.37 0.85

8.8 48 0 2.54 105 0.34 0.87

9.6 47 0 2.14 105 0.3 0.89

10.8 46 0 1.73 103.086375 0.26 0.91

13.1 45 0 1.32 92.862 0.21 0.93

17.4 44 0 0.9 73.2375 0.15 0.95

29.4 43 0 0.8 67.2 0.09 0.97

VIGA HORMIGON APOYO IZQ. TRAMO APOYO DER PERCHA ESTRIBOS SUBTOTAL CUANTIA(kg) (kg) (kg) (kg) (kg) (KG)

V1 0.306 2.306016 9.224064 2.306016 12.298752 12.2076501 38.3424981 125.302281

V2 0.306 2.306016 12.298752 2.306016 12.298752 12.2076501 41.4171861 135.350281

V3 2.2608 23.66304 189.30432 23.66304 34.0747776 51.490775 322.195953 142.514133

V4 2.2608 23.66304 141.97824 23.66304 34.0747776 51.490775 274.869873 121.5808

VA 0.432 4.883328 14.649984 4.883328 19.533312 8.4644352 52.4143872 121.3296

VF 0.432 2.441664 9.766656 2.441664 19.533312 8.4644352 42.6477312 98.7216

VT 0.48125 1.740816 38.6848 1.740816 13.926528 13.8233685 69.9163285 145.280683

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f (mm) f (mm) f (mm) f (mm)

(m3 )

PLANILLA DE COLUMNAS


DIMENSIONES VERIFICACION PANDEO SOLICITACIONES ARMADURA LONGITUDINAL ESTRIBOSGRAVITATORIAS SISMICAS Armadura Nec. ARMADURAS ADOPTADA

Po

sici

ón

NIV

EL

Tip

olo

gía

H l e e/d f N Mp Ns Mq Ms Fe + Fe` Atotal Nº f f Sep. Observac.

( m ) ( cm ) ( cm ) (m) (m) ( t ) ( tm ) ( t ) ( tm ) ( tm ) (mm) ( mm ) ( cm )

C1PB/1° X1 4.00 60.00 30.00 46.13 0.19 0.31 0.10 55.00 5.52 24.83 17.00 6.00 25.51 33.12 8 - 4 20 - 16 8 14

ESTADOS ANALIZADOS

2° X2 4.00 30.00 30.00 46.13 0.02 0.08 0.03 10.00 0.33 4.51 0.40 0.40 9.00 9.04 8 12 6 14INPRES CIRSOC 103

C2PB/1° X1 4.00 60.00 30.00 46.13 0.22 0.36 0.11 38.76 4.13 17.50 14.00 4.80 27.00 12.52 8 - 4 20 - 16 8 14

1.3W + /- Es

2° X2 4.00 30.00 30.00 46.13 0.02 0.08 0.03 10.00 0.33 4.51 0.40 0.40 11.25 12.52 4 - 4 16 - 12 6 140.85 W +/- Es

C3 2° X2 4.00 20.00 20.00 69.20 0.08 0.38 0.07 11.00 0.75 4.97 1.40 1.40 4.00 4.52 4 12 6 14Cirsoc 102

bx by

( cm2 ) ( cm2 )

TIPO X1

20 cm

20 cm

TIPO X1 TIPO X2

PLANILLA DE COLUMNAS


DIMENSIONES VERIFICACION PANDEO SOLICITACIONES ARMADURA LONGI ESTRIBOS GRAVITATORIAS SISMICAS Armadura Nec. Dirección Y

Po

sici

ón

NIV

EL

Tip

olo

gía

H l e e/d f N Mp Ns Msx Msy Fe = Fe` Ay Nº f f Sep. Observac.

( m ) ( cm ) ( cm ) (m) (m) ( t ) ( tm ) ( t ) ( tm ) ( tm ) ( mm ) ( mm ) ( cm )SS-PB Y1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.28 2 - 2 20 - 16 8 15 ESTADOS ANALIZADOS

bx by

( cm2 ) ( cm2 )

C15 1º- 4º Y1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.28 2 - 2 20 - 16 8 15 INPRES CIRSOC 103

SS-PB Y1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.28 2 - 2 20 - 16 8 15 1.3W + /- Es

C16 1º- 4º Y1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.28 2 - 2 20 - 16 8 15 0.85 W +/- EsSS-PB XY1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 12.56 4 20 8 15 ESTADOS ANALIZADOS

1º- 4º XY1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 12.56 4 20 8 15 INPRES CIRSOC 103

C17 5º - 6º XY1 3.00 25.00 65.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.28 2 - 2 20 - 16 8 15 1.3W + /- Es7º - 8º XY1 3.00 25.00 60.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 8.04 4 16 8 15 0.85 W +/- Es

9º - 10º XY1 3.00 25.00 60.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 8.04 4 16 8 15SS-PB XY1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 12.56 4 20 8 15 ESTADOS ANALIZADOS



9º - 10º XY1 3.00 25.00 50.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 8.04 4 16 8 15SS-PB XY1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 19.63 4 25 8 15 ESTADOS ANALIZADOS



9º - 10º XY1 3.00 25.00 50.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 8.04 4 16 8 15SS-PB Y3 3.00 30.00 50.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 24.53 5 25 8 15 ESTADOS ANALIZADOS

1º- 4º Y3 3.00 30.00 45.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 19.22 2 - 3 25 - 20 8 15 INPRES CIRSOC 103

C20 5º - 6º Y3 3.00 30.00 35.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 15.70 5 20 8 15 1.3W + /- Es7º - 8º Y3 3.00 30.00 30.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.05 5 16 8 15 0.85 W +/- Es

9º - 10º Y3 3.00 30.00 30.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.05 5 16 8 15SS-PB Y3 3.00 30.00 50.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 24.53 5 25 8 15 ESTADOS ANALIZADOS

1º- 4º Y3 3.00 30.00 45.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 19.22 2 - 3 25 - 20 8 15INPRES CIRSOC 103

C21 5º - 6º Y3 3.00 30.00 35.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 15.70 5 20 8 15 1.3W + /- Es

7º - 8º Y3 3.00 30.00 30.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.05 5 16 8 15 0.85 W +/- Es

9º - 10º Y3 3.00 30.00 30.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.05 5 16 8 15SS-PB XY1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 19.63 4 25 8 15 ESTADOS ANALIZADOS



9º - 10º XY1 3.00 25.00 50.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 8.04 4 16 8 15SS-PB Y1 3.00 25.00 70.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 12.56 4 20 8 15 ESTADOS ANALIZADOS

1º- 4º Y1 3.00 25.00 60.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 12.56 4 20 8 15 INPRES CIRSOC 103







C25 5º - 6º Y3 3.00 30.00 35.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 15.70 5 20 8 15 1.3W + /- Es

7º - 8º Y3 3.00 30.00 30.00 34.60 ### ### ### Err:540 Err:540 ### ### ### Err:540 10.05 5 16 8 15 0.85 W +/- Es


1º- 4º Y1 3.00 25.00 60.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 12.56 4 20 8 15 INPRES CIRSOC 103


9º - 10º Y1 3.00 25.00 50.00 41.52 ### ### ### Err:540 Err:540 ### ### ### Err:540 8.04 4 16 8 15

TIPO Y1 TIPO XY 1 TIPO Y3

CARGAS GRAVITATORIAS

n m n>0.23? j n/0.63<m ? Fe (cm2) n m

#REF! 0.29100529 0.04864134862 1 -0.00091619 0 0 -0.00091619 0.005 9 0.17077853 0.14991182

C1 0.10582011 0.01173273474 0 -0.00127939 0 0 0.00087874 0.005 4.5 0.06210128 0.01410935

C2 0.20507937 0.036396536742 1 -0.00393919 0 0 -0.00393919 0.005 9 0.12035229 0.12345679

0 0.10582011 0.01173273474 0 -0.00127939 0 0 0.00087874 0.005 4.5 0.06210128 0.01410935

C3 0.26190476 0.089443768677 1 0.00124479 0 0 0.00124479 0.005 2 0.15370068 0.16666667

0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!









0 = NO1 = SI

1 = SI

j>0.004? j calculado j adoptado

f g0















#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!









0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!


0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

0 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

CARGAS GRAVITATORIAS

n m n>0.23? j n/0.63<m ? Fe (cm2) n mErr:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540

C15 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540

C17 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540



1 = SI

j>0.004? j calculado j adoptado







C26 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!




#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

SISMO EN DIRECCION X-X SISMO EN DIRECCION X-X

n>0.23? j n/0.63<m ? Fe (cm2) n m n>0.23? j n/0.63<m ? Fe (cm2) FE ADOPT.

0 0.00506149 1 0 0.00506149 0.005061486 9.11067392 0.17077853 0.05291005 0 -0.00013504 0 0 0.00201286 0.005 9 9.11067392

0 -0.0004376 0 0 0.00064214 0.005 4.5 0.06210128 0.01410935 0 -0.0004376 0 0 0.00064214 0.005 4.5 4.5

0 0.00446834 1 0 0.00446834 0.005 9 0.12035229 0.04232804 0 0.00012216 0 0 0.00150676 0.005 9 9

0 -0.0004376 0 0 0.00064214 0.005 4.5 0.06210128 0.01410935 0 -0.0004376 0 0 0.00064214 0.005 4.5 4.5

0 0.00623816 1 0 0.00623816 0.00623816 2.49526404 0.15370068 0.16666667 0 0.00623816 1 0 0.00623816 0.00623816 2.49526404 2.49526404

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!









j>0.004? j calculado j adoptado j>0.004? j calculado j adoptado




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SISMO EN DIRECCION X-X SISMO EN DIRECCION X-X

n>0.23? j n/0.63<m ? Fe (cm2) n m n>0.23? j n/0.63<m ? Fe (cm2) FE ADOPT.Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540

j>0.004? j calculado j adoptado j>0.004? j calculado j adoptado

Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540 Err:540#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

CP HORMIGON ARM. LONG. Fe x-x ARM. LONG. Fe y-y ESTRIBOS SUBTOTAL CUANTIA(kg) (kg) (kg) (KG)

#REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF!







#REF!

(m3 )

COLUMNA NIVEL HORMIGON ARM. LONG. Fe x-x ARM. LONG. Fe y-y ESTRIBOS SUBTOTAL CUANTIA HORMIGON ACERO

(kg) (kg) (kg) (KG) (kg)

PB/1° 0.72 211.97 #REF! 31.01 #REF! #REF! COLUMNAS PB #REF! #REF! #REF!

2° 0.36 57.88 #REF! 7.75 #REF! #REF! COLUMNAS 1º-4º #REF! #REF! #REF!

#REF! PB/1° 0.72 80.13 #REF! 20.67 #REF! #REF! COLUMNAS 5º-6º #VALUE! #REF! #REF!



0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

(m3 ) (m3 )

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 0.00 #VALUE! 0.00 #REF! #VALUE! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 #REF! #REF! #REF! #REF! #REF! #REF! #REF!0.00 #REF! #REF! #REF! #REF! #REF! #REF!0.00 #REF! #REF! #REF! #REF! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 #REF! #REF! #REF! #REF! #REF! #REF!0.00 #REF! #REF! #REF! #REF! #REF! #REF!0.00 #REF! #REF! #REF! #REF! #REF! #REF!

0 0.00 #REF! #REF! #REF! #REF! #REF! #REF!0.00 #REF! #REF! #REF! #REF! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF!

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!

0 0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 0.00 0.00 #REF! #DIV/0! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!

0 0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!

0 0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!

0 0.00 #REF! 0.00 #REF! #REF! #REF! #REF!0.00 #REF! 0.00 #REF! #REF! #REF! #REF!

COLUMNA NIVEL HORMIGON ARM. LONG. Fe x-xARM. LONG. Fe y-y ESTRIBOS

(kg) (kg) (kg)SS-PB 0.53 49.34 #REF! 22.91

(m3 )

C15 1º- 4º 0.53 49.34 #REF! 22.91COLUMNA NIVEL HORMIGON ARM. LONG. Fe x-x ARM. LONG. Fe y-y ESTRIBOS SUBTOTAL CUANTIA SS-PB 0.53 49.34 #REF! 22.91

(kg) (kg) (kg) (KG) C16 1º- 4º 0.53 49.34 #REF! 22.91SS-PB 0.53 60.29 #REF! 22.91 #REF! #REF!1º- 4º 0.53 60.29 #REF! 22.91 #REF! #REF!

C17 5º - 6º 0.49 49.34 #REF! 21.70 #REF! #REF!7º - 8º 0.45 38.58 #REF! 20.50 #REF! #REF!

9º - 10º 0.45 38.58 #REF! 20.50 #REF! #REF!SS-PB 0.53 60.29 #REF! 22.91 #REF! #REF!1º- 4º 0.53 60.29 #REF! 22.91 #REF! #REF!






9º - 10º 0.27 48.23 #REF! 14.47 #REF! #REF!SS-PB 0.45 117.75 #REF! 19.29 #REF! #REF!

1º- 4º 0.41 92.26 #REF! 18.09 #REF! #REF!C21 5º - 6º 0.32 75.36 #REF! 15.67 #REF! #REF!

7º - 8º 0.27 48.23 #REF! 14.47 #REF! #REF!9º - 10º 0.27 48.23 #REF! 14.47 #REF! #REF!SS-PB 0.53 94.20 #REF! 22.91 #REF! #REF!1º- 4º 0.53 60.29 #REF! 22.91 #REF! #REF!







C25 5º - 6º 0.32 75.36 #REF! 15.67 #REF! #REF!

(m3 )

7º - 8º 0.27 48.23 #REF! 14.47 #REF! #REF!9º - 10º 0.27 48.23 #REF! 14.47 #REF! #REF!SS-PB 0.53 60.29 #REF! 22.91 #REF! #REF!1º- 4º 0.45 60.29 #REF! 20.50 #REF! #REF!


9º - 10º 0.38 38.58 #REF! 18.09 #REF! #REF!

SUBTOTAL CUANTIA

(KG)#REF! #REF!

#REF! #REF!#REF! #REF!#REF! #REF!

PLANILLA DE TABIQUES DE HORMIGON ARMADO HORMIGON : H-17ACERO TIPO III ( ADN 420)

ANALISIS SISMICO S/ INPRES CIRSOC 103

DIRECCION POSICION TRAMO DIMENSIONES SOLICITACIONES

Lw (m) bw(m) Hw(m) Nq ( t/m )

T1 P.B. / Techo 6.45 0.15 30.00 3.35 0.97 18.00

XT2 P.B. / 2° Piso 6.45 0.15 26.50 3.35 0.97 15.00

T3 P.B. / Techo 2.80 0.15 26.50 0.27 0.42 11.00

T4 P.B. / 2° Piso 1.25 0.15 26.50 0.02 0.19 10.00

YT5 P.B. / 2° Piso 1.55 0.15 26.50 0.05 0.23 12.00

T6 P.B. /Techo 2.80 0.15 30.00 0.27 0.42 11.00

J(m4) A(m2)

SOLICITACIONES ARMADURA NECESARIA ARMADURA VERTICAL

Mvmax (tm) Mhmax (tm) Qmax(t)

9.22 2.76 1.15 0.36 0.18 0.98 1.50 3.35

7.68 2.30 0.96 0.30 0.15 0.82 1.50 3.35

8.45 2.53 0.70 3.33 0.25 4.14 1.50 5.23

2.56 0.90 0.64 4.01 0.51 1.42 1.50 3.35

3.07 1.08 0.77 2.70 0.50 1.04 1.50 3.35

8.45 2.96 0.70 3.33 0.25 4.14 1.50 5.23

tov toh

(Kg/cm2 ) (Kg/cm2 ) Fev (cm2 /m ) Feh (cm2 /m ) Fe. (cm2 /m )

ARMADURA VERTICAL ARMADURA HORIZONTAL OBSERVAC.

SEP. (cm) SEP. (cm)

15 8 1.88 15 6

15 8 1.88 15 6

15 10 1.88 15 6

15 8 1.88 15 6

15 8 1.88 15 6

15 10 1.88 15 6

f (mm) Fe (cm2 /m ) f (mm)

PLANILLAS DE BASES LAUCHERHORMIGON :ACERO TIPO III P

0.8

0.5

FR

BASE TIPO CODIGO P a b

(Kg) (cm) (cm)

B1 EXC 2 63000.00 200 100

B2 D.EXC. 3 45000.00 180 80

B3 CENT / EXC. 1 27442.80 150 80

s´BK = 130 Kg/cm2

st admisible (Kg/cm2 ) =

tR admisible (Kg/cm2 ) =

b

a

R2

R1

h

R3

a+b

b

a

R2

R1

h

R3

a+b

Eje medianero

Me

FR

h b a1 a2 A1 A2 A3 FRv

(cm) (°) (°) (°) (Kg)

180 30 16 29 10000.00 30886.89 28022.31 54000.00

180 30 16 29 6400.00 26768.64 26768.64 46800.00

150 30 13 13 6400.00 17713.36 17713.36 34500.00

BASE LAUCHER EXCENTRICA (2)

BASE LAUCHER CENTRADA (1) BASE LAUCHER DOBLEMENTE EXCENTRICA

(cm2) (cm2) (cm2)

a

b

c

R2

a

b

b

a

a

a

b

b

e

aa

b

c

R2

a

b

b

a

a

a

b

b

e

a

R1 R2v R3v ∑RV co Mo

( Kg ) ( Kg ) ( Kg ) ( Kg ) (cm) (Kg/cm)

8000.00 12000.00 6000.00 86000.00 1.37 42.88 735.34 0.02

5120.00 0.00 10400.00 72720.00 1.62 42.88 735.34 0.02

5120.00 3220.00 0.00 52500.00 1.91 23.92 228.92 0.01

BASE LAUCHER DOBLEMENTE EXCENTRICA (3)

n = ∑Rv / P sT HORMIGON

(Kg/cm2)

a

b

b

a

b

b

T HORMIGON

PLANILLA DE PARES METALICOSACERO: F24

(TENSION DEL LIMITE DE FLUENCIA) CIRSOC 301

(COEFCICIENTE DE SEGURIDAD PARA DIMENSIONADO POR METODO ELASTICO)

f ADM = L / 250

LUZ FLECHA Ancho CARGAS ESFUERZOS FORMA

ELEMENTO de g p Mmáx Qmáx Nmáx DE LA SECCION

L f carga Kgm Kg Kg

m m m

Seccion Compuesta

PM 9.6 0.7 4 45 30 200.00 251.00 3200.00

sf = 2400 Kg/cm2

g = 1.6

sf / g = 2400 Kg/cm2 / 1.6 = 1500 Kg/cm2

kg/m2 Kg/m2

L

H/2

H/2

(COEFCICIENTE DE SEGURIDAD PARA DIMENSIONADO POR METODO ELASTICO) CIRSOC 303

VERIFICACION AL PANDEO PARAMETROS GEOMETRICOS Tensiones de servicio

Lp i l w PERFIL ADOPTADO At Jt Wt(cm) (cm) DIMENSIONES

EN (mm)

h: 140

a:50

163.00 4.88 33.40 1.21 e: 2 10.88 226.24 37.70 886.39

b: 20

Perfil C de chapa pleg. Nº 140

s(-) .Max

cm2 cm4 cm3 Kg/ cm2

a

b

he

L

H

2 PERFILES C 120 mm x 2 mm

1 PERFIL C 120 mm x 2 mm

Tensiones de servicio

OBSERVAC.

12.07 97.79

t Max. s(+) .Max

Kg/cm2 Kg/ cm2

PLANILLA DE CORREAS METALICASACERO: F24

(TENSION DEL LIMITE DE FLUENCIA) CIRSOC 301

(COEFCICIENTE DE SEGURIDAD PARA DIMENSIONADO POR METODO ELASTICO)

f ADM = L / 250

Cargas SOLICITACIONESg p P Esquema Momentos Corte FORMA

Po

sici

on

Lu

z (

m)

S (

m)

(Kg/m) (Kg/m) (Kg) Estatico (Kgm) ( Kg ) DE LA SECCION

Mg Mp Mmax Izq. Der.

Seccion Simple

K 4 1 35 30 100 50.91 100 150.91 170 170

sf = 2400 Kg/cm2

g = 1.6

sf / g = 2400 Kg/cm2 / 1.6 = 1500 Kg/cm2

(COEFCICIENTE DE SEGURIDAD PARA DIMENSIONADO POR METODO ELASTICO) CIRSOC 303

CARACTERISTICAS DE LAS SECCIONES DEFORMACIONES

FORMA W necesario Valores

DE LA SECCION

(cm3 )

adoptados

PERFIL ADOPTADO f adm. f: max

Wx Jx DIMENSIONES ( cm ) (cm)

(cm3 ) (cm4 ) EN (mm)

Seccion Simpleh: 100

a: 50

10.78 11.67 58.35 e: 1.6 1.60 0.95

b: 15

Perfil C de chapa pleg. Nº 100

a

b

he

OBSERVACIONES

Planillas Pares Metalicos

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