Análisis sísmico estático

CURSO NORMAS DE MAMPOSTERAEJEMPLO DE DISEO (ETAPA 1).

1. CARACTERSTICAS DEL PROYECTO

Tipo de proyecto No. De Niveles Planta

Casa-Habitacin 2 BajaAlta

Planta Long trabes, m Lvent, mBaja 12.20Alta 0.00 11.00

2. MATERIALES

Muros (confinados) e, cm MorteroTabicon pesado 14 II

Concreto f'c, kg/cm2Clase I 200

Acero fy, kg/cm2Grado 42 4200

Losas Lmx, m h, cmEntrepiso 10

Azotea 10

3. FACTORES DE RESISTENCIA

Para compresin axial, FrMuros confinados o ref interiormente 0.6

No confinados ni ref interiormente 0.3

Muros sujetos a flexocompresin FrSi PuPr/3, conf o ref interiormente 0.6

No conf ni ref interiormente 0.3

Muros sujetos a fuerza cortante FrMuros confinados o ref interiormente 0.7 80% cuando absorban ms del 35% del sismo.

No confinados ni ref interiormente 0.4

4. FACTORES DE CARGACM + CVMAX 1.4 (Gravitacional)CM + CVINST 1.1 (Sismo)

5. DATOS DE MUROS

Planta Baja

MURO L,m DENSIDAD %1x 6.502x 2.20

DENSIDAD= SL*e/Aconst

3x 0.784x 2.645x 5.306x 2.567x 3.308x 2.569x 8.50

SUMA 34.34 2.251y 3.002y 4.003y 7.704y 0.685y 2.256y 2.607y 0.668y 14.28

SUMA 35.17 2.30

Planta Alta

MURO L,m DENSIDAD %1x 6.502x 1.233x 4.004x 0.685x 6.706x 2.567x 4.008x 4.309x 5.30

10x 0.8311x 0.6812x 0.8313x 0.6814x 10.50

SUMA 48.79 5.861y 4.002y 3.903y 3.90

DENSIDAD= SL*e/Aconst

4y 12.705y 3.706y 4.587y 1.008y 1.109y 5.0010y 1.3611y 2.1512y 2.23

SUMA 45.62 5.48

6. CARGAS6.1 CARGAS MUERTAS, kg/m2

ENTREPISO

CONCEPTO ESPESOR (m) P V (kg/m3)Losa de concreto 0.10 2400

Yeso interior 0.01 1500Instalaciones

Teja curva ligera 0.01 40Loseta 0.015 1800

Carga adicional Reglamento, Art. 228Carga muerta en Entrepiso

AZOTEACONCEPTO ESPESOR (m) P V (kg/m3)

Losa de concreto 0.10 2400Yeso interior 0.01 1500Instalaciones

Teja curva ligera 0.01 40Impermeabilizante 0.07 1900

Carga adicional Reglamento, Art. 228Carga muerta en azotea

PUERTASCONCEPTO ESPESOR (m) P V (kg/m3)

Puerta de madera (Pino) 0.03 450Sumah, mPeso

60%

50%

TRABESCONCEPTO ESPESOR (m) P V (kg/m3)

Concreto Clase I 0.30 2400

Suma

6.2 CARGA VIVA, kg/m2

6.3 CARGA MUERTA + CARGA VIVA, kg/m2

7.2 CONDICIONES DE REGULARIDAD

Planta Baja

Planta simtricaAltura/base < 2.5

Largo/ancho < 2.5Entrantes y salientes

Sist techo rgido y resistente SIAberturas

0.7Wi-1Wi1.1Wi-1

columnas restringidasRigides y resistencia

Coeficiente ssmico, C Q Qmod0.86

7.4 OBTENCION DE MASAS PARA ANALISIS SISMICO

Planta BajaCONCEPTO Area o long Carga unitm2 o m t/m2 o t/m

Losa de Entrepiso 207.79 0.432 Muros de tabique (t=14) 69.51 0.78

Escalera -6.04 0.333Puertas 12.20 0.02

Ventanas 12.20 2.74 Antepecho 0.64

Teja 63.45 0.00 TrabesDintelesPeso, t

t/m2

7.5 ANALISIS SISMICO ESTATICO

NIVEL W ht mAzotea 0.18 2.80

Entrepiso 88.69 2.80 Suma 88.86 5.60 C/Q Vbase, t

0.000 0.00

7.5.1Centrodemasa

Planta Baja

MURO, LOSA, HUECO (A,m^2 ; L,m) P,tLosa de Entrepiso 207.79 0.00

Escalera

DENSIDAD=SL*e/Aconst

1x 6.50 2,773.682x 2.20 938.783x 0.78 332.844x 2.64 1,126.545x 5.30 2,261.626x 2.56 1,092.407x 3.30 1,408.188x 2.56 1,092.409x 8.50 3,627.12

SUMA 34.34 14,653.561y 3.00 1,280.162y 4.00 1,706.883y 7.70 3,285.744y 0.68 290.175y 2.25 960.126y 2.60 1,109.477y 0.66 281.648y 14.28 6,093.56

SUMA 35.17 15,007.74TOTAL #REF!

Planta Alta

MURO, LOSA, HUECO (A,m^2 ; L,m) P,t

Losa de AzoteaEscaleras

1x 6.50 2,311.402x 1.23 437.393x 4.00 1,422.404x 0.68 241.815x 6.70 2,382.526x 2.56 910.347x 4.00 1,422.408x 4.30 1,529.089x 5.30 1,884.68

10x 0.83 295.1511x 0.68 241.8112x 0.83 295.15

DENSIDAD=SL*e/Aconst

13x 0.68 241.8114x 10.50 3,733.80

SUMA 48.79 17,349.721y 4.00 1,422.402y 3.90 1,386.843y 3.90 1,386.844y 12.70 4,516.125y 3.70 1,315.726y 4.58 1,628.657y 1.00 355.608y 1.10 391.169y 5.00 1,778.0010y 1.36 483.6211y 2.15 764.5412y 2.23 792.99

SUMA 45.62 16,222.47TOTAL #REF!

7.6 RIGIDECES RELATIVAS DE MUROS

Planta Baja

Muro L HNo. m m1x 6.50 2.802x 2.20 2.803x 0.78 2.804x 2.64 2.805x 5.30 2.806x 2.56 2.807x 3.30 2.808x 2.56 2.809x 8.50 2.80

SUMA 34.341y 3.00 2.80

2y 4.00 2.803y 7.70 2.804y 0.68 2.805y 2.25 2.806y 2.60 2.807y 0.66 2.808y 14.28 2.80

SUMA 35.17LONGITUD TOTAL 69.51

Planta Alta

Muro L HNo. m m1x 6.50 2.802x 1.23 2.803x 4.00 2.804x 0.68 2.805x 6.70 2.80

6x 2.56 2.807x 4.00 2.808x 4.30 2.809x 5.30 2.80

10x 0.83 2.8011x 0.68 2.8012x 0.83 2.8013x 0.68 2.8014x 10.50 2.80

SUMA 48.791y 4.00 2.802y 3.90 2.803y 3.90 2.804y 12.70 2.805y 3.70 2.806y 4.58 2.807y 1.00 2.808y 1.10 2.809y 5.00 2.8010y 1.36 2.8011y 2.15 2.80

12y 2.23 2.80SUMA 45.62

LONGITUD TOTAL 94.41

7.7. DISTRIBUCION DE FUERZAS SISMICAS (DIRECTAS Y DE TORSION).

Planta BajaMuro L, m Krel

1x 6.50 104,215.422x 2.20 13,925.023x 0.78 858.014x 2.64 21,121.295x 5.30 77,251.756x 2.56 19,729.857x 3.30 33,675.158x 2.56 19,729.859x 8.50 148,512.76

SUMA 34.34 439,019.111y 3.00 27,758.74

2y 4.00 48,387.103y 7.70 130,918.034y 0.68 576.115y 2.25 14,682.586y 2.60 20,421.387y 0.66 528.058y 14.28 271,673.39

SUMA 35.17 514,945.38

Fuerzas debidas a la torsin ssmica

Libro "Diseo Estructural", Dr Roberto Meli

Vtor1x = Mt1x(K*Dct/Mpolar) Vtor1y = Mt1y(K*Dct/Mpolar)Vtor2x = Mt2x(K*Dct/Mpolar) Vtor2y = Mt2y(K*Dct/Mpolar)

Vtotx, t= 0.00Vtoty, t= 0.00

Lx, m= 0.00 Lx=long perp a xLy, m= 0.00

Vdirx Vtorx Vtotx0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

SUMA 0.00 0.000.00 0.000.00 0.000.00 0.00

0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

SUMA

Planta AltaMuro L, m Krel

1x 6.50 104,215.422x 1.23 3,110.203x 4.00 48,387.10

4x 0.68 576.115x 6.70 108,689.886x 2.56 19,729.857x 4.00 48,387.108x 4.30 54,939.779x 5.30 77,251.75

10x 0.83 1,026.3411x 0.68 576.1112x 0.83 1,026.3411x 0.68 576.1112x 10.50 191,813.26

SUMA 48.79 660,305.331y 4.00 48,387.102y 3.90 46,228.603y 3.90 46,228.604y 12.70 238,540.035y 3.70 41,960.246y 4.58 61,134.417y 1.00 1,746.228y 1.10 2,282.37

9y 5.00 70,515.2310y 1.36 4,089.2011y 2.15 13,184.5112y 2.23 14,377.54

SUMA 45.62 588,674.04

Fuerzas debidas a la torsin ssmica

Libro "Diseo Estructural", Dr Roberto Meli

Vtor1x = Mt1x(K*Dct/Mpolar) Vtor1y = Mt1y(K*Dct/Mpolar)

Vtor2x = Mt2x(K*Dct/Mpolar) Vtor2y = Mt2y(K*Dct/Mpolar)

Vtotx, t= 4.58Vtoty, t= 4.58Lx, m= 0.00 Lx=long perp a x

Ly, m= 0.00

Vdirx Vtorx Vtotx0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

SUMA 0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

SUMA


1. CARACTERSTICAS DEL PROYECTO

rea const, m2 Altura H, m Zona Rep Mex213.83 2.8 Oaxaca116.58 2.8

Long pret, m Long perp a "X", m Long perp a "Y", m0.00 18.58 10.50

12.70 10.50

2. MATERIALES

Vm*, kg/cm2 f*m, kg/cm2 E, kg/cm215 12000

80% cuando absorban ms del 35% del sismo.

80% cuando absorban ms del 35% del sismo.

5. DATOS DE MUROS

Planta Bajasin popo propuesto Localizacin de muros

Paz(t/m) Vars castillos As, cm2

Planta Alta

sin popo propuesto Localizacin de muros

Paz(t/m) Vars castillos As, cm2


ENTREPISO PESO PROPIO DE MUROS PLANTA BAJA , t/m

kg/m2 CONCEPTO240 Muro tabique e=14 cm15 Aplanado dos caras20 Suma0.4 h, m27 Peso, t/m

40342.4

AZOTEA ESCALERAkg/m2 CONCEPTO

240 Rampa15 Escalones20 Loseta 0.4 Suma13320

428.4 VENTANASCONCEPTO

PUERTAS Vidrio Planokg/m2 Canceleria de Aluminio13.5 Suma13.5 h1, m2.2 h2, m

29.7 Peso 1, t/m17.82 Peso 2, t/m

14.85

TRABESkg/m2

72000

720


En AzoteaMxima 100

Instantnea 70

En EntrepisoMxima 170

Instantnea 90


En AzoteaPara sismo Para diseo

498.4 528.4

En EntrepisoPara sismo Para diseo

432.4 512.4

7. ANLISIS SSMICO7.1 APLICABILIDAD DEL MTODO SIMPLIFICADO

Muros simtricos >10%Longitud/ancho 0.57 >2.0

Altura/anchoCONCLUSIN

7.2 CONDICIONES DE REGULARIDAD

Planta Alta

Planta simtricaAltura/base < 2.5Largo/ancho < 2.5

Entrantes y salientesSist techo rgido y resistente SI

Aberturas0.7Wi-1Wi1.1Wi-1

columnas restringidasRigides y resistencia

C/Q


Planta Baja Planta AltaPeso,t CONCEPTO

0.09 Losa de Concreto0.05 Muros de tabique (t=14)0.00 Puertas0.00 Ventanas0.03 Pretiles0.00 Teja0.00 Trabes0.00 Tinacos0.00 Dinteles0.18 Peso, t0.00 t/m2


Wh Factor C/Q

0 0.00 0.00 248 1.00 0.00

248.82

7.5.1Centrodemasa

Planta BajaLocalizacin de muros

x, m y, m Px, m0.000.00

3.25 7.61 9,014.467.61 10.11 7,144.1510.11 6.62 3,365.036.62 2.65 7,457.702.65 9.22 5,993.289.22 3.65 10,071.963.65 9.22 5,139.849.22 6.25 10,071.966.25 0.00 22,669.50

0.00 2.00 0.002.00 2.00 3,413.762.00 5.30 6,571.495.30 6.50 1,537.906.50 6.50 6,240.786.50 7.94 7,211.577.94 10.50 2,236.18

10.50 0.00 63,982.40

172,121.95

XCMYCM

Planta AltaLocalizacin de muros

x, m y, m Px, m0.000.000.00

3.25 5.88 7,512.050.62 7.88 271.182.00 8.13 2,844.800.34 8.63 82.213.35 9.88 7,981.441.28 11.23 1,165.232.00 13.58 2,844.802.15 13.58 3,287.522.65 15.46 4,994.400.42 16.52 123.962.59 16.52 626.284.89 16.52 1,443.27

2.59 17.32 626.285.25 18.58 19,602.45

33.38 179.710.00 7.88 0.002.00 7.43 2,773.686.50 7.43 9,014.46

10.50 12.23 47,419.261.03 11.73 1,355.195.30 13.17 8,631.832.93 14.96 1,041.912.00 14.91 782.320.00 16.16 0.001.48 17.90 715.752.92 17.51 2,232.465.30 17.51 4,202.84

131,575.59

XCMYCM


Planta Baja

e E EeL/Hcm kg/cm214 12,000 390,00014 12,000 132,00014 12,000 46,80014 12,000 158,40014 12,000 318,00014 12,000 153,60014 12,000 198,00014 12,000 153,60014 12,000 510,000

14 12,000 180,000

14 12,000 240,00014 12,000 462,00014 12,000 40,80014 12,000 135,00014 12,000 156,00014 12,000 39,60014 12,000 856,800

Planta Alta

e E EeL/Hcm kg/cm214 12,000 390,00014 12,000 73,80014 12,000 240,00014 12,000 40,80014 12,000 402,000

14 12,000 153,60014 12,000 240,00014 12,000 258,00014 12,000 318,00014 12,000 49,80014 12,000 40,80014 12,000 49,80014 12,000 40,80014 12,000 630,000

14 12,000 240,00014 12,000 234,00014 12,000 234,00014 12,000 762,00014 12,000 222,00014 12,000 274,80014 12,000 60,00014 12,000 66,00014 12,000 300,00014 12,000 81,60014 12,000 129,000

14 12,000 133,800


Planta BajaFd % x, m y, m23.74 3.25 7.613.17 7.61 10.110.20 10.11 6.624.81 6.62 2.65

17.60 2.65 9.224.49 9.22 3.657.67 3.65 9.224.49 9.22 6.25

33.83 6.25 0.00100.00

5.39 0.00 2.00

9.40 2.00 2.0025.42 2.00 5.300.11 5.30 6.502.85 6.50 6.503.97 6.50 7.940.10 7.94 10.50

52.76 10.50 0.00100.00

Vtor1y = Mt1y(K*Dct/Mpolar) Mt1x= Vx(1.5ecx+0.10Lx)Vtor2y = Mt2y(K*Dct/Mpolar) Mt2x= Vx(ecx-0.10Lx)

Mt1x=Mt2x=

Lx=long perp a x Mt1y=Mt2y=

Vdiry Vtory Vtoty0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

0.00 0.00

Planta AltaFd % x, m y, m

15.78 3.25 5.880.47 0.62 7.887.33 2.00 8.13

0.09 0.34 8.6316.46 3.35 9.882.99 1.28 11.237.33 2.00 13.588.32 2.15 13.5811.70 2.65 15.460.16 0.42 16.520.09 2.59 16.520.16 4.89 16.520.09 2.59 17.32

29.05 5.25 18.58100.00

8.22 0.00 7.887.85 2.00 7.437.85 6.50 7.43

40.52 10.50 12.237.13 1.03 11.73

10.39 5.30 13.170.30 2.93 14.960.39 2.00 14.91

11.98 0.00 16.160.69 1.48 17.902.24 2.92 17.512.44 5.30 17.51

100.00

Vtor1y = Mt1y(K*Dct/Mpolar) Mt1x= Vx(1.5ecx+0.10Lx)

Vtor2y = Mt2y(K*Dct/Mpolar) Mt2x= Vx(ecx-0.10Lx)

Mt1x=Mt2x=

Lx=long perp a x Mt1y=

Mt2y=

Vdiry Vtory Vtoty0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

0.00 0.00


Tipo deTerreno

II

5. DATOS DE MUROS

Planta BajaLocalizacin de muros

x, m y, m3.25 5.887.61 6.62

10.11 6.626.62 8.132.65 9.889.22 11.233.65 13.589.22 13.586.25 18.58

0.00 7.382.00 7.882.00 9.735.30 9.216.50 7.006.50 12.367.94 6.95

10.50 11.44

Planta Alta

Localizacin de muros

x, m y, m3.25 5.880.62 7.882.00 8.130.34 8.633.35 9.881.28 11.232.00 13.582.15 13.582.65 15.460.42 16.522.59 16.524.89 16.522.59 17.325.25 18.58

0.00 7.882.00 7.436.50 7.43

10.50 12.231.03 11.735.30 13.172.93 14.962.00 14.910.00 16.161.48 17.902.92 17.515.30 17.51


PESO PROPIO DE MUROS PLANTA BAJA , t/m

ESPESOR (m) PV(kg/m3) kg/m20.14 1600 2240.02 1500 30

2542.80

711.20

60% 426.72

ESCALERAESPESOR (m) P V (kg/m3) kg/m2

0.12 2400 2880.10 2400 2400.02 1800 27

55560% 333

VENTANASESPESOR (m) P V (kg/m3) kg/m2

0.003 800 2.40.500 2700 1350

1352.42.381.00

3218.711352.40

60% de H1 1931.227250% de H1 1609.35660% de H2 811.4450% de H2 676.2



Planta AltaArea o long Carga unit Peso,tm2 o m t/m2 o t/m

110.54 498.400 55.09 94.41 355.60 33.57 11.00 0.00 11.00 0.00

0.00 59.04 0.40 0.02

0.00 0.00 0.00

88.69 0.76


F V V*h MTon Ton-m0.00 0.00 0 00.00 0 0 00.00

7.5.1Centrodemasa

Planta Baja

Py, m0.000.00

21107.709491.112203.412985.33

20852.103987.27

12983.386827.52

0.00

2560.323413.76

17414.441886.106240.788809.212957.17

0.00

123,719.61

#REF!#REF!

Planta Alta

Py, m0.000.000.00

13591.033446.6211564.112086.80

23539.3010223.0719316.1920764.9129137.154875.843994.674875.84

4188.1169374.00

11208.5110304.2210304.2255232.1515433.4021449.295319.785832.20

28732.488656.73

13387.1013885.22

420,722.95

#REF!#REF!


Planta BajaK=(Eel/H) * [[1/[3+4/(H/L)2]]

3+(4)(h/L)^2 K Fd %t/cm

3.74 104,215.42 23.749.48 13,925.02 3.17

54.55 858.01 0.207.50 21,121.29 4.814.12 77,251.75 17.607.79 19,729.85 4.495.88 33,675.15 7.677.79 19,729.85 4.493.43 148,512.76 33.83

439,019.11 100.006.48 27,758.74 5.39

4.96 48,387.10 9.403.53 130,918.03 25.42

70.82 576.11 0.119.19 14,682.58 2.857.64 20,421.38 3.97

74.99 528.05 0.103.15 271,673.39 52.76

514,945.38 100.00

Planta AltaK=(Eel/H) * [[1/[3+4/(H/L)2]]

3+(4)(h/L)^2 K Fd %t/cm3.74 104,215.42 15.78

23.73 3,110.20 0.474.96 48,387.10 7.33

70.82 576.11 0.093.70 108,689.88 16.46

7.79 19,729.85 2.994.96 48,387.10 7.334.70 54,939.77 8.324.12 77,251.75 11.70

48.52 1,026.34 0.1670.82 576.11 0.0948.52 1,026.34 0.1670.82 576.11 0.093.28 191,813.26 29.05

660,305.33 100.004.96 48,387.10 8.225.06 46,228.60 7.855.06 46,228.60 7.853.19 238,540.03 40.525.29 41,960.24 7.134.50 61,134.41 10.39

34.36 1,746.22 0.3028.92 2,282.37 0.394.25 70,515.23 11.98

19.96 4,089.20 0.699.78 13,184.51 2.24

9.31 14,377.54 2.44588,674.04 100.00


Planta BajaK*x K*y

338,700.11 793,079.34105,969.42 140,781.97

Xct, m 6.698,674.45 5,680.00139,822.96 55,971.43204,717.14 712,261.15 Yct, m 5.04181,909.26 72,013.97122,914.31 310,484.90 Centro de masa181,909.26 123,311.59928,204.73 0.00 Xcm, m #REF!

2,213,584.35 Ycm, m0.00 55,517.48

Centro de torsin

Xct=SK*x/SKYct=SK*y/SK

Excentricidades Calculadas

96,774.19 96,774.19261,836.07 693,865.57

3,053.37 3,744.7095,436.79 95,436.79

132,738.96 162,145.754,192.73 5,544.54 ecx, m= #VALUE!

2,852,570.57 0.00 ecy, m= #REF!3,446,602.68

ecx/Lx = #VALUE!ecy/Ly =

Mt1x= Vx(1.5ecx+0.10Lx) Mt1y= Vy(1.5ecy+0.10Ly)Mt2x= Vx(ecx-0.10Lx) Mt2y= Vy(ecy-0.10Ly)


Vu, t Mu, tm

0.00 0.00

0.00 0.00

Planta AltaK*x K*y

338,700.11 612,786.671,928.32 24,508.35

Xct, m 5.7796,774.19 393,387.10

Centro de torsin

Xct=SK*x/SKYct=SK*y/SK

195.88 4,971.81 Xct, m 5.77364,111.08 1,073,855.9725,254.21 221,566.27

Yct, m 12.9496,774.19 657,096.77118,120.50 746,082.04204,717.14 1,194,312.07

431.06 16,955.17

Centro de masa1,492.12 9,517.305,018.81 16,955.171,492.12 9,978.19

1,007,019.62 3,563,890.39 Xcm, m 7.648,545,863.27 Ycm, m 74.99

0.00 381,290.3292,457.20 343,478.51

300,485.91 343,478.512,504,670.32 2,917,344.58

43,219.04 492,193.59324,012.38 805,140.19

5,116.41 26,123.40ecx, m= -62.054,564.73 34,030.08


0.00 1,139,526.14ecx, m= -62.05

6,052.01 73,196.63ecy, m= 1.8738,498.77 230,860.80

76,200.98 251,750.793,395,277.77

ecx/Lx = #DIV/0!

ecy/Ly = #DIV/0!

Mt1x= Vx(1.5ecx+0.10Lx) Mt1y= Vy(1.5ecy+0.10Ly)

Mt2x= Vx(ecx-0.10Lx) Mt2y= Vy(ecy-0.10Ly)

Vu, t Mu, tm

0.00 0.00

0.00 0.00


PESO PROPIO DE MUROS PLANTA ALTA, t/m

CONCEPTO ESPESOR (m) PV(kg/m3) kg/m2Muro tabique e=14 cm 0.14 1600 224

Aplanado dos caras 0.02 1500 30Suma 254h, m 2.80

Peso, t/m 711.20

50% 355.60

PESO PROPIO DE PRETILES, t/mCONCEPTO ESPESOR (m) PV(kg/m3) kg/m2

Muro tabique e=14 cm 0.14 1700 238Aplanado dos caras 0.02 1500 30

Suma 268h, m 0.90

Peso, t/m 241.20

ANTEPECHOSCONCEPTO ESPESOR (m) P V (kg/m3) kg/m2

Muro tabique e=14 cm 0.14 1700 238Aplanado dos caras 0.02 1500 30

Suma 268h1, m 2.38h2, m 1

Peso 1, t/m 637.84 Peso 2, t/m 268.00

Suma 906


Planta Baja Momento polarDct, m K*Dct K*Dct^2

2.57 267,613.33 687,200.555.07 70,570.42 357,642.871.58 1,353.84 2,136.20-2.39 -50,524.54 120,860.454.18 322,749.02 1,348,408.64-1.39 -27,466.20 38,236.084.18 140,690.95 587,790.771.21 23,831.42 28,785.64-5.04 -748,818.23 3,775,626.81

-6.69 -185,793.19 1,243,540.25

-4.69 -227,087.53 1,065,754.09-4.69 -614,416.96 2,883,546.20-1.39 -802.60 1,118.14-0.19 -2,835.83 547.72-0.19 -3,944.23 761.801.25 658.41 820.943.81 1,034,221.93 3,937,135.73

16,079,912.88

>0.20

>0.20

Planta AltaDct, m K*Dct K*Dct^2

-7.06 -735,999.55 5,197,842.55-5.06 -15,744.72 79,704.34-4.81 -232,852.76 1,120,555.09

-4.31 -2,484.34 10,713.21-3.06 -332,839.96 1,019,252.59-1.71 -33,783.24 57,846.720.64 30,856.92 19,677.750.64 35,035.62 22,342.552.52 194,497.48 489,688.183.58 3,671.95 13,137.183.58 2,061.15 7,374.183.58 3,671.95 13,137.184.38 2,522.03 11,040.735.64 1,081,387.47 6,096,548.57

-5.77 -279,080.82 1,609,646.13-3.77 -174,174.12 656,230.670.73 33,854.58 24,792.724.73 1,128,850.09 5,342,090.86-4.74 -198,793.77 941,819.32-0.47 -28,590.74 13,371.04-2.84 -4,955.19 14,061.19-3.77 -8,599.20 32,398.96

-5.77 -406,708.60 2,345,761.09-4.29 -17,533.13 75,176.28-2.85 -37,545.14 106,916.18-0.47 -6,723.95 3,144.59

25,324,269.86

>0.20

>0.20

Análisis sísmico estático

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