calculo estructural - memoria cubierta para feria de comida

7/24/2019 Calculo Estructural - Memoria Cubierta Para Feria de Comida

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Proyecto: Diseo Estructural de Cubierta para Feria de Comida.Ubicacin: Av. Bolvar Este entre Calle Lpez Aveledo y Calle 5 de

Julio, Maracay - Edo. Aragua.Calculista: Ing. ngel A. Ortega L. C.I.V.:219.955Propietario: Edificio Centro Carvin. Fecha.:Diciembre 2.015.

AV. PAPL SAN PABLO, CONJUNTO RESIDENCIAL LA LAGUNA II, SECTOR 5, EDIF. 5, APTO 235, TURMERO EDO. ARGUATLF.: 0244 6639498, CEL.: 0414 4467682

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L E: F = 3.515 K/2.


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MEMORIA DE CLCULO.


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COLUMNA UNICON 175 175

CP 200

VIGA DE CARGA UNICON 300 100 5,5

UNICON 200 70

VIGA DE AMARRE UNICON 200 70

CORREAS UNICON 160 65

ARRIOSTRAMIENTO LATERAL NO APLICA

5. S M E.

F. 4. D F A ETABS


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F. 5. D C ETABS

F. 6. D M F ETABS

RECOMENDACIONES.P

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ngel A. Ortega L.Ingeniero Civil

Identificacion de Puntos de Apoyo en Placa Existente / Reacciones

STOR1 1753 DEAD 322.82 27.42 464.38 3.118 11.561 0.922


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STOR1 1753 LIVE 230.06 6.65 594.89 17.239 157.17 4.494

STOR1 1753 SISMOX 436.48 90.12 10.17 93.44 480.015 30.935

STOR1 1753 SISMO 113.68 254.4 35.47 265.892 112.116 67.396

STOR1 1743 DEAD 351.12 28.01 428.74 14.527 98.162 0.762

STOR1 1743 LIVE 299.8 9.76 627.85 28.829 28.612 6.156

STOR1 1743 SISMOX 403.87 79.38 23.23 91.617 393.371 32.058

STOR1 1743 SISMO 131.86 321.9 42.94 376.902 116.627 83.394

STOR1 2781 DEAD 15.06 44.12 175.99 146.399 4.443 15.875

STOR1 2781 LIVE 67.4 93.94 336.52 288.65 14.405 74.201

STOR1 2781 SISMOX 29.5 42.19 15.68 19.385 21.661 31.734

STOR1 2781 SISMO 1.27 134.73 59.8 11.705 0.843 1.341

STOR1 2791 DEAD 11.83 41.02 163.39 135.312 1.988 12.101

STOR1 2791 LIVE 65.95 93.56 342.65 294.24 13.842 71.533

STOR1 2791 SISMOX 31.38 25.28 19.99 22.052 21.994 33.926STOR1 2791 SISMO 1.12 123.95 55.89 11.075 0.808 1.332

BASE 11 DEAD 139.14 114.8 1095.94 143.814 117.857 2.544

BASE 11 LIVE 146.46 63.83 621.04 88.734 151.782 2.345

BASE 11 SISMOX 139.63 92.54 18.11 184.019 257.702 8.775

BASE 11 SISMO 8.73 159.1 74.39 316.45 16.518 2.371

BASE 13 DEAD 100.2 16.05 519.92 27.915 158.005 0.766

BASE 13 LIVE 74.09 13.83 933.42 25.104 108.671 0.841

BASE 13 SISMOX 77.84 16.92 55.7 36.538 171.028 8.088

BASE 13 SISMO 14.44 58.15 8.17 142.634 23.982 4.349

BASE 14 DEAD 86.33 16.72 541.43 29.378 132.346 0.886

BASE 14 LIVE 52.2 13.99 865.47 25.121 72.668 1.239

BASE 14 SISMOX 82.19 25.91 55.19 57.13 178.073 8.099

BASE 14 SISMO 16.65 65.65 9.25 156.285 29.909 5.305BASE 15 DEAD 126.89 113.59 1070.43 142.164 111.226 2.547

BASE 15 LIVE 120.82 58.73 563.01 79.542 129.252 1.654

BASE 15 SISMOX 144.25 93.04 27.48 184.763 265.19 9.318

BASE 15 SISMO 12.32 158.05 68.88 314.297 24.814 2.044

BASE 156 DEAD 275.76 85.67 2187.14 112.678 274.695 2.544

BASE 156 LIVE 288.47 52.52 1306.57 76.631 313.54 2.345

BASE 156 SISMOX 110.42 111.2 52.18 203.973 199.568 8.775

BASE 156 SISMO 9.55 191.04 29.57 350.602 17.226 2.371

BASE 158 DEAD 120.76 15.02 1084.11 26.482 182.755 1.066

BASE 158 LIVE 122.79 19.75 1981.82 33.73 174.341 0.503

BASE 158 SISMOX 56.62 20.67 30.83 41.893 126.328 8.921

BASE 158 SISMO 5.7 73.16 70.93 163.711 11.568 3.966

BASE 159 DEAD 103.96 16.66 1206.29 29.334 151.557 1.256BASE 159 LIVE 88.82 20.87 1903.25 35.264 120.962 0.703

BASE 159 SISMOX 48.3 29.54 57.46 62.39 111.665 8.456

BASE 159 SISMO 3.81 76.81 76.02 172.122 7.872 4.173

BASE 160 DEAD 248.25 84.85 2125.17 111.432 251.765 2.547

BASE 160 LIVE 234.03 47.24 1196.87 67.248 257.29 1.654

BASE 160 SISMOX 110.58 111.63 93.77 204.657 194.032 9.318

BASE 160 SISMO 5.8 189.73 27.37 348.162 10.657 2.044

BASE 172 DEAD 175.55 161.32 1304.16 151.384 181.366 2.544


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BASE 172 LIVE 196.54 58.13 768.61 41.659 227.99 2.345

BASE 172 SISMOX 103.23 87.93 32.7 179.083 174.564 8.775

BASE 172 SISMO 29.44 150.97 14.86 307.757 49.643 2.371

BASE 174 DEAD 0 0 0 0 0 0

BASE 174 LIVE 0 0 0 0 0 0

BASE 174 SISMOX 0 0 0 0 0 0

BASE 174 SISMO 0 0 0 0 0 0

BASE 175 DEAD 0 0 0 0 0 0

BASE 175 LIVE 0 0 0 0 0 0

BASE 175 SISMOX 0 0 0 0 0 0

BASE 175 SISMO 0 0 0 0 0 0

BASE 176 DEAD 153.11 161.47 1249.04 151.916 163.876 2.547

BASE 176 LIVE 149.55 61.54 676.81 49.051 175.95 1.654

BASE 176 SISMOX 73.93 88.28 20.24 179.671 122.506 9.318BASE 176 SISMO 17.19 149.95 20.07 305.634 27.74 2.044

Salida de la Corrida Estructural

ETABS v9.6.0 File:FDC-3 Units:Kgf-m diciembre 16, 2015 21:36PAGE 1

PROJECT INFORMATION

Company Name = Ingenieria

ETABS v9.6.0 File:FDC-3 Units:Kgf-m diciembre 16, 2015 21:36

PAGE 2

S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATION

STORY1 None 4.900 4.900

BASE None 0.000


PAGE 3

S T A T I C L O A D C A S E S


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U1 ---- N/A

U2 FUNC1 9.8000

UZ ---- N/A


PAGE 5

M A S S S O U R C E D A T A

MASS LATERAL LUMP MASS

FROM MASS ONLY AT STORIES

Loads Yes Yes

M A S S S O U R C E L O A D S

LOAD MULTIPLIER

DEAD 1.0000

SCP 1.0000


PAGE 6

D I A P H R A G M M A S S D A T A

STORY DIAPHRAGM MASS-X MASS-Y MMI

X-M Y-M

STORY1 D1 6.066E+02 6.066E+02 5.286E+03

1.107 4.878

STORY1 D2 6.066E+02 6.066E+02 5.286E+03

14.638 4.878


PAGE 7

A S S E M B L E D P O I N T M A S S E S

STORY UX UY UZ RX

RY RZ

STORY1 1.509E+03 1.509E+03 0.000E+00 0.000E+00

0.000E+00 1.057E+04


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BASE 3.587E+02 3.587E+02 0.000E+00 0.000E+000.000E+00 0.000E+00

Totals 1.868E+03 1.868E+03 0.000E+00 0.000E+00

0.000E+00 1.057E+04


PAGE 8

C E N T E R S O F C U M U L A T I V E M A S S & C E N T

E R S O F R I G I D I T Y

STORY DIAPHRAGM /----------CENTER OF MASS----------//--

CENTER OF RIGIDITY--/

LEVEL NAME MASS ORDINATE-X ORDINATE-Y

ORDINATE-X ORDINATE-Y

STORY1 D1 6.066E+02 1.107 4.878

3.950 6.534

STORY1 D2 6.066E+02 14.638 4.878

11.603 5.846


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M O D A L P E R I O D S A N D F R E Q U E N C I E S

MODE PERIOD FREQUENCY

CIRCULAR FREQ

NUMBER (TIME) (CYCLES/TIME)

(RADIANS/TIME)

Mode 1 0.25772 3.88023

24.38018

Mode 2 0.24333 4.10962

25.82151

Mode 3 0.18353 5.44856

34.23434

Mode 4 0.10171 9.8316861.77424

Mode 5 0.08310 12.03383

75.61076

Mode 6 0.06956 14.37625

90.32866

Mode 7 0.06159 16.23717

102.02113


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Mode 8 0.04820 20.74643130.35369

Mode 9 0.02823 35.41717

222.53267

Mode 10 0.02591 38.59123

242.47585

Mode 11 0.02437 41.03446

257.82712

Mode 12 0.01965 50.88177

319.69959


PAGE 10

M O D A L P A R T I C I P A T I N G M A S S R A T I O S

MODE X-TRANS Y-TRANS Z-TRANS

RX-ROTN RY-ROTN RZ-ROTN

NUMBER %MASS %MASS %MASS

%MASS %MASS %MASS

Mode 1 27.30 < 27> 0.34 < 0> 0.00 < 0>

0.31 < 0> 26.80 < 27> 69.60 < 70>

Mode 2 0.27 < 28> 98.12 < 98> 0.00 < 0>

95.21 < 96> 0.26 < 27> 0.11 < 70>

Mode 3 66.51 < 94> 0.08 < 99> 0.00 < 0>0.11 < 96> 66.34 < 93> 25.99 < 96>

Mode 4 0.02 < 94> 0.32 < 99> 0.00 < 0>

0.68 < 96> 0.04 < 93> 0.00 < 96>

Mode 5 5.08 < 99> 0.00 < 99> 0.00 < 0>

0.01 < 96> 3.99 < 97> 3.82

Mode 6 0.03 < 99> 0.31 < 99> 0.00 < 0>

1.46 < 98> 0.03 < 97> 0.02

Mode 7 0.11 < 99> 0.00 < 99> 0.00 < 0>

0.00 < 98> 0.76 < 98> 0.11

Mode 8 0.01 < 99> 0.13 < 99> 0.00 < 0>

1.82 0.01 < 98> 0.01

Mode 9 0.01 < 99> 0.00 < 99> 0.00 < 0>0.00 0.08 < 98> 0.00

Mode 10 0.00 < 99> 0.00 < 99> 0.00 < 0>

0.00 0.00 < 98> 0.00

Mode 11 0.22 0.00 < 99> 0.00 < 0>

0.00 0.05 < 98> 0.06

Mode 12 0.00 0.00 < 99> 0.00 < 0>

0.01 0.00 < 98> 0.00


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ETABS v9.6.0 File:FDC-3 Units:Kgf-m diciembre 16, 2015 21:36PAGE 11

M O D A L L O A D P A R T I C I P A T I O N R A T I O S

(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)

TYPE NAME STATIC DYNAMIC

Load DEAD 3.2625 0.4234

Load LIVE 1.7208 4.1249

Load SCP 4.0461 86.6170

Load SX 0.0000 0.0000

Load SY 0.0000 0.0000

Accel UX 99.9998 99.5716

Accel UY 99.9999 99.3088

Accel UZ 0.0000 0.0000

Accel RX 99.9999 99.6215

Accel RY 99.9921 98.3656

Accel RZ 119.8792 99.7221


PAGE 12

TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN

LOAD FX FY FZ MX

MY MZ

DEAD 1.437E-10 1.138E-09 1.362E+04 6.445E+04 -

1.064E+05 1.280E-08

LIVE -1.499E-10 1.223E-09 1.272E+04 5.895E+04 -

1.002E+05 1.315E-08

SCP 1.082E-10 5.510E-11 4.792E+03 2.324E+04 -

3.772E+04 9.328E-10

SX 0.000E+00 0.000E+00 0.000E+00 0.000E+00

0.000E+00 0.000E+00

SY 0.000E+00 0.000E+00 0.000E+00 0.000E+000.000E+00 0.000E+00

SISMOX 1.693E+03 8.836E+01 3.177E-11 3.197E+02

5.838E+03 1.399E+04

SISMOY 8.836E+01 2.107E+03 7.201E-11 7.178E+03

3.026E+02 1.678E+04


PAGE 13


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S T O R Y F O R C E S

STORY LOAD P VX VY

T MX MY

STORY1 SX 0.000E+00 0.000E+00 0.000E+00

0.000E+00 0.000E+00 0.000E+00

STORY1 SY 0.000E+00 0.000E+00 0.000E+00

0.000E+00 0.000E+00 0.000E+00

STORY1 SISMOX 1.209E+01 8.940E+02 4.685E+01

5.893E+03 1.841E+02 3.012E+03

STORY1 SISMOY 1.940E+02 5.982E+01 1.272E+03

1.012E+04 2.525E+03 1.626E+03


PAGE 14

DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS

STORY DIAPHRAGM LOAD UX UY

RZ

STORY1 D1 SX 0.0000 0.0000

0.00000

STORY1 D2 SX 0.0000 0.00000.00000

STORY1 D1 SY 0.0000 0.0000

0.00000

STORY1 D2 SY 0.0000 0.0000

0.00000

STORY1 D1 SISMOX 0.0011 0.0012

0.00014

STORY1 D2 SISMOX 0.0012 0.0012

0.00013

STORY1 D1 SISMOY 0.0001 0.0022

0.00003

STORY1 D2 SISMOY 0.0001 0.00220.00004

calculo estructural - memoria cubierta para feria de comida

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