Subido por Mayo Espinoza Christian Joseph

Ibarra Cabanillas

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Ibarra Cabanillas, Anthony Paolo
La estructura mixta compuesta por una armadura inelástica (elemento de 2L2.5x2.5x3/16” A36)
que se encuentra apoyada sobre columnas de 0.75x0.50m de concreto armado (f´c = 210 Kgf/cm2).
Hallar los esfuerzos y deformaciones en la estructura cuyas características y cargas aplicadas se
aprecian en la siguiente figura
L = 26m
y
3
3
4
4
5
5
6
6
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
H = 7m
ENVOLVENTE
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Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
0
0
0.000359
-0.00638
0
0
0.005608
0.001633
0.00238
-0.00238
0.002375
-0.002375
0.002814
-0.002288
0.002016
-0.002474
0.000197
-0.006473
0.000437
-0.005972
0.000932
-0.005076
0.001427
-0.004179
0
0
-4.20E-05
-7.30E-05
0
0
-4.20E-05
-7.30E-05
-0.025871
-0.063678
-0.025754
-0.063396
-0.00011
-0.000229
-0.00011
-0.000229
-0.008921
-0.021677
-0.015951
-0.038784
-0.020737
-0.05075
-0.023956
-0.058681
0
0
8.40E-05
-0.001339
0
0
0.001177
0.000333
2.02E-06
-2.02E-06
2.04E-06
-2.04E-06
0.01103
0.004319
-0.004584
-0.01103
0.008935
0.003577
0.006062
0.002468
0.004199
0.001687
0.002559
0.001026
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
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ENVOLVENTE
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ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
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ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
ENVOLVENTE
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
0.001904
-0.00328
0.003229
-0.001524
0.003947
-0.000843
0.004344
-0.000483
0.004305
-0.000604
0.003872
-0.001117
0.00183
-0.003228
0.001342
-0.003911
0.001069
-0.004273
0.001066
-0.004155
0.001332
-0.003644
0.005841
0.00172
0.005455
0.001216
0.004687
0.000318
0.00392
-0.00058
0.00315
-0.00148
-0.025453
-0.062612
-0.025451
-0.062608
-0.02398
-0.058737
-0.020735
-0.050748
-0.015968
-0.038823
-0.008985
-0.021825
-0.025441
-0.062608
-0.023961
-0.058737
-0.020709
-0.050748
-0.015939
-0.038823
-0.008961
-0.021825
-0.008897
-0.021677
-0.015922
-0.038784
-0.020711
-0.05075
-0.023937
-0.058681
-0.025444
-0.062612
0.001077
0.000411
0.000966
0.000364
0.002471
0.000983
0.004154
0.001669
0.006056
0.002447
0.00745
0.003099
-0.000367
-0.000966
-0.000986
-0.002471
-0.001671
-0.004154
-0.002453
-0.006056
-0.003048
-0.00745
-0.003651
-0.008935
-0.002463
-0.006062
-0.00169
-0.004199
-0.001029
-0.002559
-0.000414
-0.001077
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