7/17/2019 Compresion Resis

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FUERZA(Kgf) FUERZA (N)

0 0 0 0

2000 5 2 19620

6000 9 3.2 5886011000 10.5 4.35 10910

14300 14.5 5.6 140283

18500 1.8 6.5 181485

22200 22 8 2182

26000 26 9 255060

30000 30 10.2 294300

35000 33 11.25 343350

38000 34.5 11.5 3280

36000 36.5 12.5 353160

36500 3 13 35806539000 38.5 13.5 382590

 

FUERZA(Kgf) FUERZA (N)

0 0 0 0

6000 3 1.5 58860

13000 4.4 2 12530

19800 5.5 2.5 194238

2000 .3 3.4 26480

33200 9 4.05 325692

40000 10.2 4.5 392400

4000 12 5 46100

53500 13.4 5.5 524835

60000 14 6.1 588600

6300 15.5 6.5 660213

64000 16.3 .25 62840

64500 1 .5 63245

68000 18 8 66080

DEFOR!ACION"ON#ITUDINA"

DEFOR!ACION"ATERA"

DEFOR!ACION"ON#ITUDINA"

DEFR!ACION"ATERA"

7/17/2019 Compresion Resis

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PROBETA DE CONCRETO SIN REFUERZO

AREA($$2) ESFUERZO "ON#ITUD DEF."ON U DEF."AT U ESFUERZO

161.458 0 300 0 0 0

161.458 1.11026488 300 0.0166666 0.0066666 1.11026488

161.458 3.3309465 300 0.03 0.0106666 3.3309465161.458 6.10645686 300 0.035 0.0145 6.10645686

161.458 .93839391 300 0.04833333 0.0186666 .93839391

161.458 10.2699502 300 0.05933333 0.0216666 10.2699502

161.458 12.3239402 300 0.0333333 0.0266666 12.3239402

161.458 14.4334435 300 0.0866666 0.03 14.4334435

161.458 16.653932 300 0.1 0.034 16.653932

161.458 19.4296354 300 0.11 0.035 19.4296354

161.458 21.0950328 300 0.115 0.03833333 21.0950328

161.458 19.98469 300 0.1216666 0.0416666 19.98469

161.458 20.2623341 300 0.12333333 0.04333333 20.2623341161.458 21.6501652 300 0.12833333 0.04583333 21.6501652

%

!ODU"O E&

ROBETA DE CONCRETO CON REFUERZO

AREA($$2) ESFUERZO "ON#ITUD DEF."ON U DEF."AT U ESFUERZO

161.458 0 300 0 0 0

161.458 3.3309465 300 0.01 0.005 3.3309465

161.458 .216214 300 0.0146666 0.0066666 .216214

161.458 10.9916223 300 0.01833333 0.0091666 10.9916223

161.458 14.988559 300 0.02433333 0.01133333 14.988559

161.458 18.430391 300 0.03 0.0135 18.430391

161.458 22.20529 300 0.034 0.01583333 22.20529

161.458 26.091224 300 0.04 0.0166666 26.091224

161.458 29.6995856 300 0.0446666 0.01833333 29.6995856

161.458 33.309465 300 0.0466666 0.02033333 33.309465

161.458 3.3604133 300 0.0516666 0.0225 3.3604133

161.458 35.528462 300 0.05433333 0.0241666 35.528462

161.458 35.8060425 300 0.0566666 0.025 35.8060425

161.458 3.49006 300 0.06 0.0266666 3.49006

%

!ODU"O E&

7/17/2019 Compresion Resis

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0 0

66.615892961 0.4

111.026488286 0.3555555614.401958663 0.4142851

164.2426326603 0.3862069

13.0890436 0.36516854

168.053299853 0.36363636

166.53932418 0.34615385

166.53932418 0.34

16.6330495341 0.34090909

183.43506590 0.33333333

164.2583662203 0.3424655

164.2891954933 0.35135135168.025860856 0.3514286

204.8951255 4.6962093

15.530439888 0.3612468

0 0

333.09464835 0.5

492.0492094163 0.45454545

599.543036042 0.5

615.968833262 0.4655342

614.34656844 0.45

653.096989839 0.4656862

652.2806186365 0.4166666

664.916095843 0.410446

13.41103621 0.4351429

23.10436594 0.4354838

653.89833583 0.4448528

631.813303 0.441164

629.1501002451 0.44444444

9.04114958 5.8640393

613.6190088429 0.4511310

!ODU"O DEE"ASTICIDAD

!ODU"O DEPOISON

!ODU"O DEE"ASTICIDAD

!ODU"O DEPOISON

7/17/2019 Compresion Resis

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DEF."ON U ESFUERZO

0 0

0.0166666 1.11026488

0.03 3.3309465

0.035 6.10645686

0.04833333 .93839391

0.05933333 10.2699502

0.0333333 12.3239402

0.0866666 14.4334435

0.1 16.653932

0.11 19.4296354

0.115 21.0950328

0.1216666 19.98469

0.12333333 20.2623341

0.12833333 21.6501652

DEF."ON U ESFUERZO

0 0

0.01 3.3309465

0.0146666 .216214

0.01833333 10.9916223

0.02433333 14.988559

0.03 18.430391

0.034 22.20529

0.04 26.091224

0.0446666 29.6995856

0.0466666 33.309465

0.0516666 3.3604133

0.05433333 35.528462

0.0566666 35.8060425

0.06 3.49006

7/17/2019 Compresion Resis

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ESFUERZO

ESFUERZO