columna

vigas 1ra planta

VS1 VS2 VS3 VS4 - CPT4

longitud 3.4 3.75 3.25 3.95 4.48 3.3base 0.25 0.25 0.25 0.25 0.35 0.25altura 0.3 0.3 0.3 0.3 0.7 0.25

Kij1.6544E-06 0.0000015 1.7308E-06 1.4241E-06 2.2331E-05 9.8643E-07

1.68 1.52 1.75 1.44 22.64 1.00

columna

NIVELES TIPICOS

CPT3 CPT4 CPT3

3.3 2.7 2.70.25 0.25 0.250.45 0.25 0.45

5.7528E-06 1.2056E-06 7.0313E-065.83 1.22 7.13

columna

vigas 1ra planta

VP1 VP2 VP3 VP4 - CPT4

longitud 3.5 4 4 3.5 1 2.7base 0.25 0.25 0.25 0.25 1 0.3altura 0.35 0.35 0.35 0.35 1 0.3

Kij2.55208E-06 2.233073E-06 2.23307E-06 2.55208E-06 0.0008333333 0.0000025

1.14 1.00 1.00 1.14 373.18 1.12

MOMENTOS DE EMPOTRAMIENTO PERFECTO DAMERO I

m12= 0 m23= 0 m34= 0 m45=m21= 0 m32= 0 m43= 0 m54=m67= 0 m78= 0 m89= 0 m910=m76= 0 m87= 0 m98= 0 m109=m1112= 0 m1213= 0 m1314= 0 m1415=m1211= 0 m1312= 0 m1413= 0 m1514=m1617= 0 m1718= 0 m1819= 0 m1920=m1716= 0 m1817= 0 m1918= 0 m2019=m27= 1194.375 m38= 826.875 m49= 826.875 m510=m72= -1194.375 m83= -826.875 m94= -826.875 m105=m712= 1080 m813= 1560 m914= 1560 m1015=m127= -1080 m138= -1560 m149= -1560 m1510=m1217= 1080 m1318= 1560 m1419= 1080 m1520=m1712= -1080 m1813= -1560 m1914= -1080 m2015=m2122= 0 m2223= 0 m2324= 0 m2425=m2221= 0 m2322= 0 m2423= 0 m2524=m1722= 1194.375 m1823= 826.875 m1924= 1194.375 m2025=m2217= -1194.375 m2318= -826.875 m2419= -1194.375 m2520=

CALCULO DE MEP PARA CADA BARRA

MEP DEL TRAMO LUZ DEL TRAMO CARGA DEL TRAMO

m27= 1194.375 3.5 1170m72= -1194.375

m712= 1080 4 810m127= -1080

m1217= 1080 4 810m1712= -1080

m1722= 1194.375 3.5 1170m2217= -1194.375

m38= 826.875 3.5 810

m83= -826.875

m813= 1560 4 1170m138= -1560

m1318= 1560 4 1170m1813= -1560

m1823= 826.875 3.5 810m2318= -826.875

m49= 826.875 3.5 810.000m94= -826.875

m914= 1560 4 1170m149= -1560

m1419= 1080 4 810m1914= -1080

m1924= 1194.375 3.5 1170m2419= -1194.375

m510= 1087.1875 3.5 1065m105= -1087.1875

m1015= 1180 4 885m1510= -1180

m1520= 1420 4 1065m2015= -1420

m2025= 883.02083333 3.5 865m2520= -883.0208333

FINALMENTE OBTENEMOS LOS MOMENTOS : FINALMENTE OBTENEMOS LAS REACIONES EN CADA NUDO :

M12= 3251.08122 Rx12= 272.888753M21= -3987.88086 Rx21= -272.888753M23= 1332.19825 Rx23= 266.0809112M32= -2050.61671 Rx32= -266.080911M34= 939.843261 Rx34= 230.2295662M43= -1561.46309 Rx43= -230.229566M45= 27.6324145 Rx45= 145.7341142M54= -421.114523 Rx54= -145.734114M67= 2675.45831 Rx67= 352.1535604M76= -3626.27293 Rx76= -352.15356M78= 54.018047 Rx78= 337.2369539M87= -964.557823 Rx87= -337.236954M89= 586.528368 Rxx89= 287.4713854M98= -1362.70111 Rx98= -287.471385

M910= -686.586035 Rx910= 180.8097126M109= 198.399811 Rx109= -180.809713M1112= 1097.02051 Rx1112= 62.52141261M1211= -1265.82832 Rx1211= -62.5214126M1213= -1159.79668 Rx1213= 52.58273221M1312= 1017.82331 Rx1312= -52.5827322M1314= -981.929574 Rx1314= 30.71045737M1413= 899.011339 Rx1413= -30.7104574M1415= -1028.6013 Rx1415= 9.649489993M1514= 1002.54768 Rx1514= -9.64948999M1617= -1222.79765 Rx1617= -338.210093M1716= 2135.9649 Rx1716= 338.210093M1718= -1517.16194 Rx1718= -325.373595M1817= 2395.67065 Rx1817= 325.3735954M1819= -2110.96636 Rx1819= -280.487519M1918= 2868.28266 Rx1918= 280.487519M1920= -799.176545 Rx1920= -178.739181M2019= 1281.77233 Rx2019= 178.7391806M27= 2655.68261 Rx27= 6.807841872M72= 1958.68909 Rx72= -6.80784187M38= 1110.77345 Rx38= 35.85134499M83= 2092.274 Rx83= -35.851345M49= 1533.83067 Rx49= 84.49545192M94= 3813.9097 Rx94= -84.4954519M510= 421.114523 Rx510= 145.7341142M105= 3542.08743 Rx105= -145.734114M712= 1613.56579 Rx712= 21.72444836M127= 2971.89044 Rx127= -21.7244484M813= -1714.24454 Rx813= 85.61691355M138= 2499.01548 Rx138= -85.6169135M914= -1764.62255 Rx914= 191.1571247M149= 4909.85737 Rx149= -191.157125M1015= -3740.48724 Rx1015= 326.5438269M1510= 4237.77902 Rx1510= -326.543827M1217= -546.26544 Rx1217= 31.66312876M1712= 1444.44472 Rx1712= -31.6631288M1318= -2534.90921 Rx1318= 107.4891884M1813= 1965.74345 Rx1813= -107.489188M1419= -4780.26741 Rx1419= 212.218092M1914= 1527.88442 Rx1914= -212.218092M1520= -5240.32669 Rx1520= 336.1933169M2015= 1872.30786 Rx2015= -336.193317M2122= -2607.33373 Rx2122= -349.353633M2221= 3550.58854 Rx2221= 349.353633M2223= -1956.06642 Rx2223= -330.527002M2322= 2848.48933 Rx2322= 330.5270019M2324= -1977.06788 Rx2324= -267.92389M2423= 2700.46238 Rx2423= 267.9238899M2425= -909.493582 Rx2425= -157.454136M2524= 1334.61975 Rx2524= 157.4541363M1722= 2655.68261 Rx1722= 6.807841872M2217= 1958.68909 Rx2217= -6.80784187M1823= -2063.24768 Rx1823= 18.82663118M2318= -1594.52212 Rx2318= -18.8266312

M1924= -2250.44774 Rx1924= 62.60311199M2419= -871.421447 Rx2419= -62.603112M2025= -3154.0802 Rx2025= 157.4541363M2520= -1334.61975 Rx2520= -157.454136

DIAGRAMA DE CORTANTES PORTICO SECUNDARIO DAMERO 6

columna

NIVELES TIPICOS

CPT3 CPT4 CPT3

2.7 2.7 2.7 0 1087.188

0.3 0.3 0.3 0 1087.188

0.3 0.3 0.3 -4.52478134111 -6.060

5

4519

5.32

6

0.000

-8361.011

0.0000025 0.0000025 0.0000025 -12217.554

1.12 1.12 1.12 2.7 -13987.497

-14855.201

194856

-175

370.

616

-3.7

32

-15286.844

1.1

-15499.076

MOMENTOS DE EMPOTRAMIENTO PERFECTO DAMERO I -15601.235

-15649.413

-15671.767

0 -15682.013

00

3390

4.38

1000 0 826.875

0 0 826.875

0 -6.7638483965 -24.070

1087.1875 4

4525

0.27

3

0.000

-1087.1875 -14172.532

1180 -20002.846

-1180 2.7 -22993.032

1420 -24461.913

-1420 215632

-194

068.

827

-3.7

32

-25168.812

01.

12-25500.415

0 -25652.913

883.02083333 -25722.193

-883.0208333 -25753.419

-25767.415

4261

9.61

5

0 826.875

0 826.875

-6.7638483965 -25.347

3

4410

3.44

2

0.000

-14111.103

-21573.477

2.7 -25214.046

-26844.637

220077

-198

069.

615

-3.7

32

-27565.401

1.12

-27880.428

-28018.278

-28078.822

-28105.463

-28117.196

4108

4.54

5

0 1194.375

0.00 1194.375

-6.7638483965 -18.004

2

5173

7.90

1

0.000

-20564.856

-26861.890

3.3 -29279.229

-30189.501

237825

-261

607.

687

-3.7

32

-30556.853

1.12

-30707.510

-30770.652

-30797.421

-30808.847

-30813.763

8623

4.94

2

1

ANÁLISIS ESTRUCTURAL PORTICO SEGUNDASRIO EJE B - B

FINALMENTE OBTENEMOS LAS REACIONES EN CADA NUDO :

Ry12= 11640.067563Ry21= -11640.06756Ry23= 8904.1756477Ry32= -8904.175648Ry34= 5941.5192356Ry43= -5941.519236Ry45= 2996.093415Ry54= -2996.093415Ry67= 11815.620877Ry76= -11815.62088Ry78= 8950.1487339Ry87= -8950.148734Ry89= 6001.6124123Ry98= -6001.612412

Ry910= 2985.729529Ry109= -2985.729529Ry1112= 11953.964487Ry1211= -11953.96449Ry1213= 8915.7837252Ry1312= -8915.783725Ry1314= 6014.2678974Ry1413= -6014.267897Ry1415= 2933.6723491Ry1514= -2933.672349Ry1617= 11945.154712Ry1716= -11945.15471Ry1718= 8827.2766155Ry1817= -8827.276615Ry1819= 5909.447802Ry1918= -5909.447802Ry1920= 2878.269008Ry2019= -2878.269008Ry27= 2735.891915Ry72= 99.108085014Ry38= 2962.6564121Ry83= 1132.3435879Ry49= 2945.4258206Ry94= -110.4258206Ry510= 2996.093415Ry105= 731.40658501Ry712= 2766.364058Ry127= 473.63594196Ry813= 1816.1927338Ry138= 1423.8072662Ry914= 3126.3087039Ry149= 1553.6912961Ry1015= 2254.322944Ry1510= 2005.677056Ry1217= 2564.5448197Ry1712= 2115.4551803Ry1318= 1477.7085615Ry1813= 1762.2914385Ry1419= 1526.9042523Ry1914= 3153.0957477Ry1520= 927.99529306Ry2015= 2612.0047069Ry2122= 11820.192361Ry2221= -11820.19236Ry2223= 8727.6152777Ry2322= -8727.615278Ry2324= 5788.1526526Ry2423= -5788.152653Ry2425= 2831.2356989Ry2524= -2831.235699Ry1722= 2735.891915Ry2217= 99.108085014Ry1823= 1002.4229162Ry2318= 3092.5770838

Ry1924= 1155.537375Ry2419= 2939.462625Ry2025= 266.26430105Ry2520= 2831.2356989

DIAGRAMA DE CORTANTES PORTICO SECUNDARIO DAMERO 6

-1087.1875 1180.000

-45201.386 -39897.431 92.813 -28126.638

1.14 -6.52478134111 -7.699

nij4 10

6801

6.37

1

0.000

46993.845 -4965.093

73479.551 -7180.028

85884.336 -8192.365

91893.614 -8685.300

94848.276 -8925.463

96282.817

1.12

-9041.138

96966.293 -9095.954

97286.251 -9121.473

97433.874 -9133.173

97501.225 -9138.475

97531.697

5756

9.33

8-826.875 1560.000

-79178.724 -72492.650 733.125 -55330.017

1.14 -8.7638483965 -17.407

nij3 9

7023

5.92

2

0.000

52004.381 -9604.365

86371.332 -14065.643

104083.587 -16362.169

112693.703 -17477.376

116736.798 -18011.229

118597.336

1.12

-18263.542

119442.852 -18380.832

119823.898 -18434.616

119994.658 -18459.045

120070.890 -18470.069

120104.830

6808

2.04

2

-826.875 1560.000

-86748.404 -79575.619 733.125 -61300.104

1.14 -8.7638483965 -22.061

nij2 8

7277

1.62

1

0.000

53076.467 -10001.115

94473.727 -15667.167

112788.325 -18301.154

120619.019 -19472.812

123962.837 -19993.196

125394.371

1.12

-20222.205

126010.226 -20322.389

126276.501 -20366.253

126392.179 -20385.509

126442.635 -20393.978

7248

1.69

7

-1194.375 1080.000

-92840.450 -83616.837 -114.375 -63367.215

1.14 -8.7638483965 -13.703

nij1 7

7448

8.65

2

0.000

70102.685 -13040.632

94173.420 -17624.557

102605.376 -19428.830

105756.672 -20145.142

106994.105 -20439.924

107494.475

1.12

-20563.640

107701.424 -20616.235

107788.417 -20638.879

107825.434 -20648.686

107841.328 -20652.946

107848.198

9761

0.31

76

ANÁLISIS ESTRUCTURAL PORTICO SEGUNDASRIO EJE B - B DAMERO 6

DIAGRAMA DE MOMENTOS PORTICO SECUNDARIO DAMERO 6

-1180.000 1420.000

-32377.851 240.000 -29751.396

1.00 -6.23906705539 -4.127 1.00

15

6212

5.12

1

0.000

-5797.640

-8486.111

-9757.230

-10407.086

-10733.329

1.12

-10892.777

-10969.200

-11005.236

-11021.990

-11029.68852

138.

668

-1560.000 1080.000

-59929.827 -480.000 -57271.535

1.00 -8.47813411079 -18.936 1.00

14

6504

3.75

9

0.000

-10463.486

-15208.225

-17677.851

-18891.133

-19464.627

1.12

-19732.522

-19856.319

-19912.850

-19938.408

-19949.879

6266

7.80

7

-1560.000 1560.000

-66098.276 0.000 -62818.405

1.00 -8.47813411079 -20.614 1.00

13

6622

8.26

0

0.000

-10751.467

-16825.726

-19727.027

-21034.093

-21616.473

1.12

-21875.635

-21990.062

-22040.342

-22062.430

-22072.149

6503

1.28

3

-1080.000 1080.000

-68015.594 0.000 -65947.691

1.00 -8.47813411079 -14.995 1.00

12

6891

7.00

7

0.000

-14727.599

-19752.885

-21780.788

-22594.686

-22918.525

1.12

-23050.197

-23104.490

-23127.329

-23137.101

-23141.32494

824.

494

11

-1420.000 883.021 -883.021

-30673.728 -536.979 -37435.788 -46279.429 -883.021

-6.5247813411 -13.431 1.14 -4.5247813411

20

6809

6.08

5

0.000 25

-5351.256

-7531.071

-8352.915

-8743.102

-8938.7181.

12

-9033.670

-9078.236

-9098.668

-9107.893

-9112.020

5763

9.91

3

-1080.000 1194.375 -1194.375

-57933.433 114.375 -70184.833 -80689.555 -1194.375

-8.7638483965 -22.493 1.14 -6.7638483965

19

7045

5.86

0

0.000 24

-10147.789

-14372.547

-16451.503

-17510.185

-18020.196

1.12

-18258.484

-18368.369

-18418.626

-18441.460

-18451.777

6846

0.48

2

-1560.000 826.875 -826.875

-64100.363 -733.125 -77412.997 -87932.540 -826.875

-8.7638483965 -26.402 1.14 -6.7638483965

18

7302

6.47

6

0.000 23

-10315.939

-15835.403

-18312.289

-19403.440

-19873.348

1.12

-20078.394

-20168.785

-20208.710

-20226.334

-20234.107

7245

4.46

6

-1080.000 1194.375 -1194.375

-65711.410 114.375 -81040.355 -94537.972 -1194.375

-8.7638483965 -14.859 1.14 -6.7638483965

17

7428

2.44

0

0.000 22

-14068.017

-18214.232

-19644.185

-20269.418

-20540.2001.

12

-20658.322

-20709.438

-20731.438

-20740.928

-20745.043

9750

7.21

1

16 21

0.000

-883.021 0.000

0.000

4627

9.42

9

0.000

-7009.265

-11320.076

-13373.368

-14365.858

-14856.079

1947

29.8

91

1.12

-15096.658

-15212.677

-15267.594

-15293.166

-15304.919

3480

6.07

5

0.000

-1194.375 0.000

-13.157

4587

0.32

2

0.000

-12413.250

-19250.870

-22517.968

-24117.617

-24891.276

2154

91.2

99

1.12

-25256.544

-25425.617

-25502.763

-25537.614

-25553.253

4314

0.42

7

0.000

-826.875 0.000

-17.508

4477

4.60

5

0.000

-12575.458

-20795.449

-24740.700

-26561.517

-27371.959

2199

85.8

11

1.12

-27726.734

-27881.493

-27949.082

-27978.679

-27991.675

4200

5.29

6

0.000

-1194.375 0.000

-14.549

5251

8.12

8

0.000

-17834.682

-25888.741

-28713.594

-29772.653

-30183.799

2378

01.8

63

1.12

-30349.462

-30418.292

-30447.432

-30459.915

-30465.302

8662

5.05

5