Cálculo de Coeficientes de Creep Según CEB-FIP 2010
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f'c 35 MPa fcm 43 MPa t0 14 Dias Ac 1256250 mm 2 Perimetro 10000 mm h 251 mm RH 70 % Tipo de concreto 42.5N c 0.00 t0,adj 14.00 dc(fcm) 2.128 (RH) 0.475 h 602.42 dc(t0) 0.557 (t0) 0.309 t (dias) bc(t,t0) dc(t,t0) dc(t,t0) (t,t0) 0 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000 5 0.000 0.000 0.000 0.000 6 0.000 0.000 0.000 0.000 7 0.000 0.000 0.000 0.000 8 0.000 0.000 0.000 0.000 9 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 11 0.000 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 13 0.000 0.000 0.000 0.000 14 0.000 0.000 0.000 0.000 21 0.457 0.251 0.142 0.599 28 0.545 0.310 0.175 0.720 35 0.597 0.351 0.198 0.794 42 0.633 0.382 0.215 0.849 50 0.666 0.411 0.232 0.898 60 0.697 0.441 0.249 0.946 70 0.723 0.467 0.263 0.986 80 0.744 0.489 0.276 1.019 90 0.762 0.508 0.287 1.049 100 0.778 0.526 0.296 1.074 110 0.792 0.542 0.305 1.097 120 0.805 0.556 0.313 1.118 130 0.817 0.569 0.321 1.137 140 0.827 0.581 0.328 1.155 150 0.837 0.593 0.334 1.171 160 0.846 0.603 0.340 1.186 165 0.851 0.608 0.343 1.194 172 0.857 0.615 0.347 1.203 186 0.867 0.628 0.354 1.222 200 0.878 0.640 0.361 1.238 210 0.884 0.648 0.365 1.250 220 0.891 0.655 0.369 1.260 230 0.897 0.663 0.373 1.270 240 0.903 0.669 0.377 1.280 250 0.908 0.676 0.381 1.289 260 0.914 0.682 0.384 1.298 270 0.919 0.688 0.388 1.307 280 0.924 0.694 0.391 1.315 300 0.933 0.704 0.397 1.330 310 0.938 0.710 0.400 1.338 320 0.942 0.714 0.403 1.345 330 0.946 0.719 0.405 1.351 340 0.950 0.724 0.408 1.358 350 0.954 0.728 0.410 1.364 360 0.958 0.732 0.413 1.371 370 0.962 0.736 0.415 1.377 380 0.965 0.740 0.417 1.382 390 0.969 0.744 0.419 1.388 400 0.972 0.748 0.421 1.393 565 1.018 0.796 0.449 1.467 800 1.064 0.839 0.473 1.537 2000 1.184 0.921 0.519 1.703 3000 1.237 0.945 0.533 1.769 4000 1.274 0.957 0.540 1.814 5000 1.303 0.965 0.544 1.847 6000 1.327 0.971 0.547 1.874 7000 1.347 0.975 0.549 1.896 8000 1.364 0.978 0.551 1.915 10000 1.393 0.982 0.554 1.946 Cálculo de coeficientes de creep según CEB‐FIP 2010 0.000 0.500 1.000 1.500 2.000 2.500 0 2000 4000 6000 8000 10000 12000 Tiempo (dias) Coef de creep vs t
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Cálculo de Coeficientes de Creep Según CEB-FIP 2010
Transcript of Cálculo de Coeficientes de Creep Según CEB-FIP 2010
f'c 35 MPa
fcm 43 MPa
t0 14 Dias
Ac 1256250 mm2
Perimetro 10000 mm
h 251 mm
RH 70 %
Tipo de concreto 42.5N
c 0.00
t0,adj 14.00
dc(fcm) 2.128
(RH) 0.475
h 602.42
dc(t0) 0.557
(t0) 0.309
t (dias) bc(t,t0) dc(t,t0) dc(t,t0) (t,t0)0 0.000 0.000 0.000 0.000
1 0.000 0.000 0.000 0.000
2 0.000 0.000 0.000 0.000
3 0.000 0.000 0.000 0.000
4 0.000 0.000 0.000 0.000
5 0.000 0.000 0.000 0.000
6 0.000 0.000 0.000 0.000
7 0.000 0.000 0.000 0.000
8 0.000 0.000 0.000 0.000
9 0.000 0.000 0.000 0.000
10 0.000 0.000 0.000 0.000
11 0.000 0.000 0.000 0.000
12 0.000 0.000 0.000 0.000
13 0.000 0.000 0.000 0.000
14 0.000 0.000 0.000 0.000
21 0.457 0.251 0.142 0.599
28 0.545 0.310 0.175 0.720
35 0.597 0.351 0.198 0.794
42 0.633 0.382 0.215 0.849
50 0.666 0.411 0.232 0.898
60 0.697 0.441 0.249 0.946
70 0.723 0.467 0.263 0.986
80 0.744 0.489 0.276 1.019
90 0.762 0.508 0.287 1.049
100 0.778 0.526 0.296 1.074
110 0.792 0.542 0.305 1.097
120 0.805 0.556 0.313 1.118
130 0.817 0.569 0.321 1.137
140 0.827 0.581 0.328 1.155
150 0.837 0.593 0.334 1.171
160 0.846 0.603 0.340 1.186
165 0.851 0.608 0.343 1.194
172 0.857 0.615 0.347 1.203
186 0.867 0.628 0.354 1.222
200 0.878 0.640 0.361 1.238
210 0.884 0.648 0.365 1.250
220 0.891 0.655 0.369 1.260
230 0.897 0.663 0.373 1.270
240 0.903 0.669 0.377 1.280
250 0.908 0.676 0.381 1.289
260 0.914 0.682 0.384 1.298
270 0.919 0.688 0.388 1.307
280 0.924 0.694 0.391 1.315
300 0.933 0.704 0.397 1.330
310 0.938 0.710 0.400 1.338
320 0.942 0.714 0.403 1.345
330 0.946 0.719 0.405 1.351
340 0.950 0.724 0.408 1.358
350 0.954 0.728 0.410 1.364
360 0.958 0.732 0.413 1.371
370 0.962 0.736 0.415 1.377
380 0.965 0.740 0.417 1.382
390 0.969 0.744 0.419 1.388
400 0.972 0.748 0.421 1.393
565 1.018 0.796 0.449 1.467
800 1.064 0.839 0.473 1.537
2000 1.184 0.921 0.519 1.703
3000 1.237 0.945 0.533 1.769
4000 1.274 0.957 0.540 1.814
5000 1.303 0.965 0.544 1.847
6000 1.327 0.971 0.547 1.874
7000 1.347 0.975 0.549 1.896
8000 1.364 0.978 0.551 1.915
10000 1.393 0.982 0.554 1.946
Cálculo de coeficientes de creep según CEB‐FIP 2010
0.000
0.500
1.000
1.500
2.000
2.500
0 2000 4000 6000 8000 10000 12000
Tiempo (dias)
Coef de creep vs t
