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0.00146 0

0.0000 0 0.00013 4.4036

0.0005 14.595 0.00000 0

0.0010 27.318 -0.0005 -14.595

0.0015 37.892 -0.001 -27.318

0.0020 46.437 -0.0015 -37.8920.0025 53.211 -0.002 -46.437

0.0030 58.507 -0.0025 -53.211

0.0035 62.597 -0.003 -58.507

0.0040 65.716 -0.0035 -62.597

0.0045 68.061 -0.004 -65.716

0.0050 69.791 -0.0045 -68.061

0.0055 71.032 -0.005 -69.791

0.0060 71.886 -0.0055 -71.032

0.0065 72.433 -0.006 -71.886

0.0070 72.737 -0.0065 -72.4330.0075 72.849 -0.007 -72.737

0.0080 72.807 -0.0075 -72.849

0.0085 72.644 -0.008 -72.807

0.0090 72.385 -0.0085 -72.644

0.0095 72.051 -0.009 -72.385

0.0100 71.658 -0.0095 -72.051

0.0105 71.219 -0.01 -71.658

0.0110 70.745 -0.0105 -71.219

0.0115 70.244 -0.011 -70.745

0.0120 69.723 -0.0115 -70.2440.0125 69.189 -0.012 -69.723

0.0130 68.645 -0.0125 -69.189

0.0135 68.095 -0.013 -68.645

0.0140 67.542 -0.0135 -68.095

0.0145 66.989 -0.014 -67.542

0.0150 66.438 -0.0145 -66.989

0.0155 65.89 -0.015 -66.438

0.0160 65.347 -0.0155 -65.89

0.0165 64.808 -0.016 -65.347

0.0170 64.277 -0.0165 -64.808

0.0175 63.752 -0.017 -64.277

0.0180 63.234 -0.0175 -63.752

0.0185 62.725 -0.018 -63.234

0.0190 62.223 -0.0185 -62.725

0.0195 61.73 -0.019 -62.223

0.0200 61.245 -0.0195 -61.73

0.0205 60.768 -0.02 -61.245

0.0210 60.3 -0.0205 -60.768

c

fcc

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0.0215 59.84 -0.021 -60.3

0.0220 59.388 -0.0215 -59.84

0.0225 58.945 -0.022 -59.388

0.0230 58.51 -0.0225 -58.945

-0.023 -58.51

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Point Strain

1 0

2 -0.001036

3 -0.002071

4 -0.0031075 -0.004143

6 -0.005178

7 -0.006214

8 -0.00725

9 -0.008285

10 -0.009321

11 -0.0104

12 -0.0114

13 -0.0124

14 -0.0135

15 -0.0145

16 -0.0155

17 -0.0166

18 -0.0176

19 -0.0186

20 -0.0197

-0.0300 -0.0200 -0.0100 0.0000

-100

-80

-60

-40

-20

0

20

40

60

80

100Concreto confinado fc = 5

Deformacin unitaria

Esfuerzo (MPa)

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Stress

0 -1

-30.2629

-50.0065

-61.7383-68.4108

-72.0203

-73.7812

-74.4179

-74.3656

-73.8901

-73.1566

-72.2695

-71.2955

-70.278

-69.2451

-68.2149

-67.1993

-66.2058

-65.2389

-64.3012

0.0100 0.0200 0.0300

MPa

Manual

SAP

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Point Strain

0.000 0 1 0.00000

0.0025 497 2 0.00249

0.0178 497 3 0.01000

0.018 497.9022 4 0.02600

0.023 519.2085 5 0.042000.028 538.2165 6 0.05800

0.033 555.0785 7 0.07400

0.038 569.944 8 0.09000

0.043 582.9587

0.048 594.2655

0.053 604.0035 -0.128

0.058 612.3085 -0.123

0.063 619.3124 -0.118

0.068 625.1432 -0.113

0.073 629.9252 -0.1080.078 633.7782 -0.103

0.083 636.8176 -0.098

0.088 639.1543 -0.093

0.093 640.8941 -0.088

0.098 642.1375 -0.083

0.103 642.9794 -0.078

0.108 643.5084 -0.073

0.113 643.806 -0.068

0.118 643.9461 -0.063

0.123 643.9932 -0.0580.128 644 -0.053

-0.048

-0.043

-0.038

-0.033

-0.028

-0.023

-0.018

-0.0178

-0.0025

0

0.0025

0.0178

0.018

0.023

0.028

0.033

0.038

s

fs

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0.043

0.048

0.053

0.058

0.063

0.068

0.0730.078

0.083

0.088

0.093

0.098

0.103

0.108

0.113

0.118

0.1230.128

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Stress

0

497

497

562.7404

589.971610.8657

628.4808

644

-644

-643.9932

-643.9461

-643.806

-643.5084-642.9794

-642.1375

-640.8941

-639.1543

-636.8176

-633.7782

-629.9252

-625.1432

-619.3124

-612.3085-604.0035

-594.2655

-582.9587

-569.944

-555.0785

-538.2165

-519.2085

-497.9022

-497

-497

0

497

497

497.9022

519.2085

538.2165

555.0785

569.944

0.000 0.020 0.040 0.060 0.08

0

100

200

300

400

500

600

700

Acero de refuerzo

Deformacin unitaria

Esfuerzo (MPa)

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582.9587

594.2655

604.0035

612.3085

619.3124

625.1432

629.9252633.7782

636.8176

639.1543

640.8941

642.1375

642.9794

643.5084

643.806

643.9461

643.9932644

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0 0.100 0.120 0.140

Manual

SAP

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Conc. Strain Neutral Axis Steel Strain Conc. Co!. Steel Co!.

0 0 0 0 0

-5.73"-04 80.1841 1.25"-03 -385561 -155862

-1.34"-03 87.7068 3.20"-03 -829112 -350097

-2.00"-03 107.2564 6.19"-03 -937674 -491803-2.61"-03 122.2336 0.0101 -933461 -607515

-3.32"-03 130.6789 0.0149 -940571 -740997

-4.31"-03 133.226 0.0202 -1013883 -780290

-5.60"-03 133.1334 0.0262 -1065473 -780290

-6.80"-03 135.4268 0.0332 -1105252 -780290

-8.15"-03 136.8914 0.0409 -1144153 -780290

-9.67"-03 137.832 0.0494 -1178991 -780290

-0.0114 138.1903 0.0586 -1215075 -780290

-0.0133 138.337 0.0685 -1244418 -780290

-0.0154 138.1029 0.0791 -1273733 -783026-8.05"-03 171.7335 0.1001 -377962 -738958

-8.89"-03 172.4881 0.1138 -374969 -761795

-8.66"-03 176.1922 0.1295 -312218 -434786

-9.54"-03 176.552 0.145 -315358 -440318

-0.0105 176.8468 0.1613 -318251 -447680

-0.0114 177.103 0.1786 -320540 -454821

0 0.1 0.2 0.3

0

100

200

300

400

500

600

1/)

M (kN-m)

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1# N- 1#

Steel $en. Prestress Net %orce Cur&ature Moent Cur&atura

0 0 0 0.00000000 0 0

541359 0 -63.5124 0.00000479 168600000 0.004785

1179045 0 -162.8411 0.00001196 361000000 0.01196

1429126 0 -350.7846 0.00002153 409400000 0.021531540910 0 -65.6697 0.00003349 425700000 0.03349

1681810 0 241.3102 0.00004785 448500000 0.04785

1794046 0 -126.195 0.00006459 468600000 0.06459

1845803 0 40.3624 0.00008373 482000000 0.08373

1885502 0 -40.1132 0.00010530 493500000 0.1053

1924418 0 -25.0518 0.00012920 504700000 0.1292

1958686 0 -594.3378 0.00015550 514200000 0.1555

1994764 0 -600.7371 0.00018420 523800000 0.1842

2024271 0 -437.5519 0.00021530 531600000 0.2153

2056682 0 -77.0786 0.00024880 539500000 0.24881117504 0 583.8896 0.00028470 207700000 0.2847

1137079 0 314.367 0.00032300 211200000 0.323

746931 0 -72.0546 0.00036360 104600000 0.3636

756402 0 726.0091 0.00040670 105900000 0.4067

765899 0 -32.4956 0.00045220 107300000 0.4522

775324 0 -37.7132 0.00050000 108700000 0.5

0.4 0.5 0.6

SAP

anual

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'N-

Moento

0

168.6

361

409.4425.7

448.5

468.6

482

493.5

504.7

514.2

523.8

531.6

539.5207.7

211.2

104.6

105.9

107.3

108.7

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Conc. Strain Neutral Axis Steel Strain e! Conc. Co!.

0.00000 0 0.0000 0.0000 0

-0.00032 18.5233 0.0003 0.0007 -32628

-0.00063 54.4123 0.0010 0.0017 -236308

-0.00102 69.791 0.0020 0.0030 -545324-0.00144 81.2501 0.0032 0.0046 -775683

-0.00181 95.9285 0.0048 0.0066 -857650

-0.00219 106.572 0.0067 0.0089 -915794

-0.00252 117.0168 0.0090 0.0115 -909650

-0.00288 124.6566 0.0116 0.0145 -910216

-0.00326 130.4296 0.0146 0.0179 -916159

-0.00370 134.4246 0.0177 0.0214 -936686

-0.00418 137.4859 0.0212 0.0254 -959956

-0.00470 139.8725 0.0250 0.0297 -984013

-0.00528 141.4873 0.0290 0.0343 -1015185-0.00592 142.7279 0.0333 0.0392 -1045805

-0.00660 143.6703 0.0379 0.0445 -1075172

-0.00736 144.2695 0.0428 0.0502 -1105984

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1# N-

Steel Co!. Steel $en. Prestress Net %orce Cur&ature Moent

0 0 0 0 0 0

-103017 135143 0 -501.3446 1.74"-06 1.12"(08

-189460 425392 0 -375.9166 4.34"-06 1.88"(08

-288516 833221 0 -619.629 7.81"-06 2.83"(08-387936 1163485 0 -134.1676 1.22"-05 3.68"(08

-455668 1313232 0 -86.0959 1.74"-05 3.96"(08

-537273 1452824 0 -241.9892 2.34"-05 4.18"(08

-597396 1507024 0 -22.1137 3.04"-05 4.24"(08

-659916 1569820 0 -311.7804 3.82"-05 4.31"(08

-725413 1641181 0 -390.8873 4.69"-05 4.39"(08

-780290 1716638 0 -337.9101 5.64"-05 4.46"(08

-780290 1739637 0 -609.1703 6.69"-05 4.55"(08

-780290 1763882 0 -421.7492 7.81"-05 4.64"(08

-780290 1795139 0 -336.4698 9.03"-05 4.75"(08-780290 1825879 0 -216.3401 1.03"-04 4.85"(08

-780290 1855305 0 -157.7168 1.17"-04 4.95"(08

-780290 1886174 0 -99.6357 1.32"-04 5.04"(08

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1# 'N- 1# 'N-

Cur&atura Moento Cur&atura Moento

0 0 0.09753255 0 0

0.001737 112.3 0.3907302 0.01216 367.8

0.004341 187.8 0.81771785 0.014513975 439

0.007814 283.1 1.4144057 0.132 4950.01216 367.8 1.9899595 Area

0.01737 396.1 2.469276

0.02344 417.5 2.9249075 error

0.03039 424.2 3.341118

0.0382 431.4 3.781888 ")e * 30246.71

0.04689 439 4.227785 30246710526316

0.05644 446.4 4.697336 " * 33234.018715768

0.06686 455.2 5.185416 )+ * 2133333333.3333

0.07814 464.2 5.70912

0.0903 474.8 6.23935 )e#)+* 0.426620.1033 485.1 6.810305

0.1172 494.8 7.39334

0.132 504.3

Area 57.4901873

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2.236224

0.9495935095

54.8659736813

58.0517911909

-0.98,

'N-2

MPa

4

0 0.02 0.04 0.06 0.08 0.1

0

100

200

300

400

500

600

real

ilineal

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0.12 0.14

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Conc. Strain Neutral Axis Steel Strain e*p Conc. Comp.

-0.0007 0 -0.0007 0.0000 -31421

-0.0009 -73.8151 -0.0005 0.0003 -31438

-0.0011 -29.02 -0.0003 0.0008 -31425

-0.0015 -1.9794 -0.0001 0.0015 -31358-0.0020 -11.507 0.0002 0.0023 -31239

-0.002 -8.7299 0.000 0.0032 -31024

concreto -0.0031 -5.0211 0.0013 0.0044 -3145

acero -0.003 -2.074 0.0020 0.0057 -32710

-0.0042 -0.7945 0.0029 0.0071 -33481

-0.0048 0.7189 0.0040 0.0088 -3374

-0.0054 1.8735 0.0051 0.0105 -34049

-0.001 2.727 0.004 0.0125 -34381

-0.009 3.3922 0.0077 0.014 -34749

-0.0077 3.9174 0.0092 0.019 -35093-0.008 4.2995 0.0107 0.0193 -35502

-0.0095 4.87 0.0124 0.0219 -35598

-0.0105 5.0299 0.0142 0.0247 -35590

-0.0115 5.2941 0.010 0.0275 -3511

-0.012 5.50 0.0180 0.030 -351

-0.0138 5.528 0.0201 0.0339 -357

-0.0151 5.7558 0.0222 0.0373 -35719

!"ctil -0.014 5.821 0.0244 0.0408 -3579

-0.0179 5.8547 0.027 0.044 -35818

-0.0195 5.8558 0.0290 0.0485 -35872

-0.0294 0.271 0.0231 0.0525 -33952

#r$%il -0.0480 -9.782 0.0088 0.058 -31114

-0.000 -14.5898 0.0011 0.011 -29139

-0.02 -15.5287 -0.000 0.05 -27019

-0.072 -1.322 -0.0022 0.0704 -25001

-0.0805 -19.25 -0.0090 0.0715 -24580

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1&cm '%*cm

Steel Comp. Steel (en. )restress Net orce Cur+ature ,oment

-210 0 0 -33581 0 1.01-13

-211 0 0 -33599 9.21-0 192

-217 0 0 -33592 2.30-05 152418

-2237 0 0 -33595 4.14-05 25835-243 284.303 0 -33597 .44-05 38289

-327 711.0544 0 -33580 9.21-05 527041

-3478 1509.345 0 -3313 1.24-04 522209

-331 2420.985 0 -330 1.1-04 535259

-3110 2981.9941 0 -3309 2.03-04 548990

-2982 3124.055 0 -3304 2.49-04 553234

-2982 3427.8 0 -3303 2.99-04 55805

-2982 370.512 0 -3302 3.54-04 54088

-2982 4099.3129 0 -3331 4.14-04 570813

-2982 4473.0173 0 -3302 4.79-04 575787-2982 4854.4822 0 -3329 5.48-04 580574

-2982 499.9901 0 -3310 .21-04 582205

-2982 499.9901 0 -3302 7.00-04 582428

-2982 499.9901 0 -3323 7.82-04 582327

-2982 4975.819 0 -3322 8.70-04 58154

-2982 5028.1707 0 -3321 9.2-04 581582

-2982 5082.5023 0 -3318 1.0-03 581098

-2982 5134.8928 0 -331 1.1-03 580150

-2982 518.19 0 -3314 1.27-03 578825

-2982 5237.1819 0 -3317 1.38-03 577138

-3097 3433.475 0 -3315 1.49-03 344212

-5442 2981.9941 0 -33575 1.1-03 2472.424

-5721 1275.832 0 -33584 1.74-03 173091

-549 0 0 -3358 1.8-03 220715

-8590 0 0 -33591 2.00-03 25823

-9048 0 0 -3329 2.03-03 342909

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1&m t-m Area 1&m t-m

Cur+ature ,oment Cur+ature ,oment

0 0.00 0.00028394 0 0

0.0009205 0.2 0.00147789 0.01243 5.22

0.002301 1.52 0.00378374 0.0138338 5.82

0.004142 2.59 0.00741985 0.12 5.90.00443 3.8 0.0121309 suma

0.009205 5.27 0.019191

0.01243 5.22 0.01945741 rror

0.0111 5.35 0.02244395

0.02025 5.49 0.02535115

0.02485 5.53 0.02812953

0.02991 5.59 0.0310424

0.03544 5.4 0.03393354

0.04142 5.71 0.0392052

0.0478 5.7 0.039952270.05477 5.81 0.04279027

0.0213 5.82 0.04553715

0.0995 5.82 0.04827909

0.07824 5.82 0.0508597

0.0898 5.82 0.0535702

0.0919 5.82 0.0544811

0.1059 5.81 0.0584302

0.11 5.80

0.12 5.79

0.137 5.77

0.1491 3.44

0.111 0.02

0.1735 1.73

0.184 2.21

0.1997 2.58

0.2032 3.43

0.3585914

M (t-m)

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Area

0.03245529

0.007918

0.59873919

0.3911128

-0.51/

0 0.02 0.04 0.0 0.08 0.1 0.12 0.14

0.00

1.00

2.00

3.00

4.00

5.00

.00

7.00

1/)