ANALISIS VIGUYETAS
67
VIGUETA TIPO 1 SECCION VTA M. DE INERCIA (I) 0,1 x 0,43 m ME (kN-m) 27.543 -43.046 43.046 -12.9029 MF (kN-m) -15.5031 30.1432 0 -0.5 -0.5 0 0 7.7515 -18.9474 0 0 17.2252 -23.6842 0 0 19.5936 -24.8684 0 0 20.1857 -25.1645 0 0 20.3338 -25.2385 0 0 20.3708 -25.2570 0 0 20.3800 -25.2616 0 0 20.3823 -25.2628 0 0 20.3829 -25.2631 0 0 20.3831 -25.2631 0 0 20.3831 -25.2631 0 0 20.3831 -25.2632 0 0 20.3831 -25.2632 0 0 20.3831 -25.2632 0 27.54 -27.54 12.903 -12.903 27.54 12.903 24.483 37.486 37.486 16.757 - 2.125 -2.125 - 24.483 39.611 35.361 16.757 R (kN) 64.093 52.118 44.55 1 ra CONDICION DE CARGA 6,6256X10 -4 m 4 Wu = DM + LM =10,8812 kN/m µij M'ij Mij (kN-m) Mi - (kN-m) VW (kN) VM (kN) VT (kN) Mi + (kN-m) 2,25m 6,89 m 1,54m k=2,945x10 -4 k=9,62x10 -5 k=4,302x10
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ANALISIS DE VIGUETAS EN CONCRETO REFORZADO
Transcript of ANALISIS VIGUYETAS
VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 27.543 -43.0461 43.046 -12.90293
MF (kN-m) -15.5031 30.1432
0 -0.5 -0.5 0
0 7.7515 -18.9474 0
0 17.2252 -23.6842 0
0 19.5936 -24.8684 0
0 20.1857 -25.1645 0
0 20.3338 -25.2385 0
0 20.3708 -25.2570 0
0 20.3800 -25.2616 0
0 20.3823 -25.2628 0
0 20.3829 -25.2631 0
0 20.3831 -25.2631 0
0 20.3831 -25.2631 0
0 20.3831 -25.2632 0
0 20.3831 -25.2632 0
0 20.3831 -25.2632 0
27.54 -27.54 12.903 -12.903
27.54 12.903
24.483 37.4857 37.486 16.757
- 2.125 -2.125 -
24.483 39.611 35.361 16.757R (kN) 64.093 52.118
44.55
1ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
Wu = DM + LM =10,8812 kN/m
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,25m 6,89m 1,54m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 27.543 -30.3869 30.387 -12.90293
MF (kN-m) -2.8439 17.4840
0 -0.5 -0.5 0
0 1.422 -9.453 0
0 6.148 -11.816 0
0 7.330 -12.407 0
0 7.625 -12.555 0
0 7.699 -12.592 0
0 7.718 -12.601 0
0 7.722 -12.603 0
0 7.724 -12.604 0
0 7.724 -12.604 0
0 7.724 -12.604 0
0 7.724 -12.604 0
0 7.724 -12.604 0
0 7.724 -12.604 0
0 7.724 -12.604 0
27.543 -27.54 12.903 -12.9029
27.54 12.903
24.483 26.4617 26.462 16.757
- 2.125 -2.125 -
24.483 28.587 24.337 16.757R (kN) 53.069 41.094
25.65
2da CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,25m 6,89m 1,54m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/m Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 27.543 -43.0461 43.046
MF (kN-m) -15.5031 33.9378
0 -0.5 -0.5
0 7.752 -20.845
0 18.174 -26.056
0 20.779 -27.359
0 21.431 -27.684
0 21.594 -27.766
0 21.634 -27.786
0 21.645 -27.791
0 21.647 -27.792
0 21.648 -27.793
0 21.648 -27.793
0 21.648 -27.793
0 21.648 -27.793
0 21.648 -27.793
0 21.648 -27.793
27.543 -27.54 9.108
27.54 9.108
24.483 37.4857 37.486
- 2.676 -2.676
24.483 40.161 34.810R (kN) 64.644 46.639
46.57
3ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
1,54m
k=4,302x10-4
Wu=10,8812 kN/m
2,25m 6,89m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 1 VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
-9.108367 ME (kN-m) 19.443 -43.0461
33.9378 MF (kN-m) -23.6031
0 0 -0.5
0 0 11.802
0 0 22.288
0 0 24.909
0 0 25.565
0 0 25.729
0 0 25.769
0 0 25.780
0 0 25.782
0 0 25.783
0 0 25.783
0 0 25.783
0 0 25.783
0 0 25.783
0 0 25.783
-9.108 19.443 -19.44
9.108 19.44
11.829 17.283 37.4857
- - 0.949
11.829 17.283 38.43546.639 R (kN) 55.718
48.44
4ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
1,54m
k=4,302x10-4
DM=7,6812 kN/m
2,25m 6,89m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 1 VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
43.046 -12.90293 ME (kN-m) 27.543 -30.3869
30.1432 MF (kN-m) -2.8439
-0.5 0 0 -0.5
-20.972 0 0 1.422
-26.215 0 0 7.097
-27.526 0 0 8.516
-27.854 0 0 8.871
-27.936 0 0 8.959
-27.956 0 0 8.981
-27.961 0 0 8.987
-27.963 0 0 8.988
-27.963 0 0 8.989
-27.963 0 0 8.989
-27.963 0 0 8.989
-27.963 0 0 8.989
-27.963 0 0 8.989
-27.963 0 0 8.989
12.903 -12.903 27.543 -27.54
12.903 27.54
37.486 16.757 24.483 26.4617
-0.949 - - 2.676
36.537 16.757 24.483 29.13753.294 R (kN) 53.620
CONDICION DE CARGA 5ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
1,54m
k=4,302x10-4
Wu=10,8812 kN/m
2,25m
k=2,945x10-4
Wu=10,8812 kN/m
VIGUETA TIPO 1 VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
30.387 -9.108367 ME (kN-m) 19.443
21.2785 MF (kN-m) -23.6031
-0.5 0 0
-11.350 0 0
-14.188 0 0
-14.897 0 0
-15.075 0 0
-15.119 0 0
-15.130 0 0
-15.133 0 0
-15.133 0 0
-15.134 0 0
-15.134 0 0
-15.134 0 0
-15.134 0 0
-15.134 0 0
-15.134 0 0
9.108 -9.108 19.443
9.108 19.44
26.462 11.829 17.283
-2.676 - -
23.786 11.829 17.28335.615 R (kN) 56.268
27.72
5ta CONDICION DE CARGA 6ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
6,89m 1,54m
k=9,62x10-5 k=4,302x10-4
DM=7,6812 kN/m
2,25m
k=2,945x10-4
DM=7,6812 kN/m
VIGUETA TIPO 1 VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
-43.0461 43.046 -9.108367 ME (kN-m)
-23.6031 33.9378 MF (kN-m)
-0.5 -0.5 0
11.802 -22.870 0
23.236 -28.587 0
26.095 -30.016 0
26.810 -30.374 0
26.988 -30.463 0
27.033 -30.485 0
27.044 -30.491 0
27.047 -30.492 0
27.048 -30.493 0
27.048 -30.493 0
27.048 -30.493 0
27.048 -30.493 0
27.048 -30.493 0
27.048 -30.493 0
-19.44 9.108 -9.108
19.44 9.108
37.4857 37.486 11.829
1.500 -1.500 -
38.986 35.986 11.82956.268 47.815 R (kN)
50.40
6ta CONDICION DE CARGA 7ma CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
6,89m 1,54m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/mDM=7,6812 kN/mDM=7,6812 kN/m
2,25m
k=2,945x10-4
VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
19.443 -30.3869 30.387 -12.90293
-10.9439 17.4840
0 -0.5 -0.5 0
0 5.472 -11.478 0
0 11.211 -14.347 0
0 12.646 -15.065 0
0 13.004 -15.244 0
0 13.094 -15.289 0
0 13.116 -15.300 0
0 13.122 -15.303 0
0 13.123 -15.304 0
0 13.124 -15.304 0
0 13.124 -15.304 0
0 13.124 -15.304 0
0 13.124 -15.304 0
0 13.124 -15.304 0
0 13.124 -15.304 0
19.443 -19.44 12.903 -12.903
19.44 12.903
17.283 26.4617 26.462 16.757
- 0.949 -0.949 -
17.283 27.411 25.513 16.75744.694 42.270
29.47
7ma CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
2,25m 6,89m 1,54m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 12.90 -46.6159 46.616 -22.642
MF (kN-m) -33.7129 23.9743
0 -0.5 -0.5 0
0 16.8565 -20.4154 0
0 27.0642 -25.5192 0
0 29.6161 -26.7952 0
0 30.2541 -27.1142 0
0 30.4136 -27.1939 0
0 30.4534 -27.2139 0
0 30.4634 -27.2188 0
0 30.4659 -27.2201 0
0 30.4665 -27.2204 0
0 30.4667 -27.2205 0
0 30.4667 -27.2205 0
0 30.4667 -27.2205 0
0 30.4667 -27.2205 0
0 30.4667 -27.2205 0
12.903 -12.903 22.6416 -22.6416
12.903 22.642
16.757 39.0091 39.009 22.198
- -1.413 1.413 -
16.757 37.596 40.423 22.198R (kN) 54.353 62.620
52.05
1ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
Wu = DM + LM =10,8812 kN/m
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
1,54m 7,17m 2,04m
k=4,302x10-4 k=9,241x10-5 k=3,248x10-4
VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 12.903 -32.9068 32.907 -22.6416
MF (kN-m) -20.0039 10.2652
0 -0.5 -0.5 0
0 10.002 -10.134 0
0 15.069 -12.667 0
0 16.335 -13.300 0
0 16.652 -13.459 0
0 16.731 -13.498 0
0 16.751 -13.508 0
0 16.756 -13.511 0
0 16.757 -13.511 0
0 16.758 -13.511 0
0 16.758 -13.511 0
0 16.758 -13.511 0
0 16.758 -13.511 0
0 16.758 -13.511 0
0 16.758 -13.511 0
12.903 -12.903 22.642 -22.642
12.903 22.642
16.757 27.5371 27.537 22.198
- -1.413 1.413 -
16.757 26.124 28.951 22.198R (kN) 42.881 51.148
31.52
2da CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
1,54m 7,17m 2,04m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/m Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 12.9029 -46.6159 46.616
MF (kN-m) -33.7129 30.6328
0 -0.5 -0.5
0 16.856 -23.745
0 28.729 -29.681
0 31.697 -31.165
0 32.439 -31.536
0 32.624 -31.629
0 32.671 -31.652
0 32.682 -31.658
0 32.685 -31.659
0 32.686 -31.659
0 32.686 -31.660
0 32.686 -31.660
0 32.686 -31.660
0 32.686 -31.660
0 32.686 -31.660
12.903 -12.903 15.983
12.903 15.983
16.757 39.0091 39.009
- -0.447 0.447
16.757 38.562 39.456R (kN) 55.319 55.126
55.43
3ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=4,302x10-4
Wu=10,8812 kN/m
1,54m 7,17m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 2 VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
-15.98304 ME (kN-m) 9.10837 -46.6159
30.6328 MF (kN-m) -37.5075
0 0 -0.5
0 0 18.754
0 0 29.436
0 0 32.106
0 0 32.774
0 0 32.941
0 0 32.983
0 0 32.993
0 0 32.996
0 0 32.996
0 0 32.996
0 0 32.996
0 0 32.996
0 0 32.996
0 0 32.996
-15.983 9.1084 -9.108
15.983 9.108
15.670 11.829 39.0091
- - -1.964
15.670 11.829 37.04555.126 R (kN) 48.874
53.95
4ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=4,302x10-4
DM=7,6812 kN/m
1,54m 7,17m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 2 VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
46.616 -22.6416 ME (kN-m) 12.903 -32.9068
23.9743 MF (kN-m) -20.0039
-0.5 0 0 -0.5
-21.364 0 0 10.002
-26.705 0 0 16.733
-28.040 0 0 18.416
-28.374 0 0 18.837
-28.458 0 0 18.942
-28.478 0 0 18.968
-28.484 0 0 18.975
-28.485 0 0 18.977
-28.485 0 0 18.977
-28.485 0 0 18.977
-28.485 0 0 18.977
-28.485 0 0 18.977
-28.485 0 0 18.977
-28.485 0 0 18.977
22.642 -22.642 12.903 -12.903
22.642 12.903
39.009 22.198 16.757 27.5371
1.964 - - -0.447
40.973 22.198 16.757 27.09063.171 R (kN) 43.847
CONDICION DE CARGA 5ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=4,302x10-4
Wu=10,8812 kN/m
1,54m
k=2,945x10-4
Wu=10,8812 kN/m
VIGUETA TIPO 2 VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
32.907 -15.983 ME (kN-m) 9.108
16.9238 MF (kN-m) -37.5075
-0.5 0 0
-13.463 0 0
-16.829 0 0
-17.670 0 0
-17.880 0 0
-17.933 0 0
-17.946 0 0
-17.949 0 0
-17.950 0 0
-17.950 0 0
-17.950 0 0
-17.950 0 0
-17.950 0 0
-17.951 0 0
-17.951 0 0
15.983 -15.983 9.1084
15.983 9.108
27.537 15.670 11.829
0.447 - -
27.984 15.670 11.82943.654 R (kN) 49.840
34.87
5ta CONDICION DE CARGA 6ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
7,17m 2,04m
k=9,62x10-5 k=4,302x10-4
DM=7,6812 kN/m
1,54m
k=2,945x10-4
DM=7,6812 kN/m
VIGUETA TIPO 2 VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
-46.6159 46.616 -15.983 ME (kN-m)
-37.5075 30.6328 MF (kN-m)
-0.5 -0.5 0
18.754 -24.693 0
31.100 -30.867 0
34.187 -32.410 0
34.959 -32.796 0
35.152 -32.892 0
35.200 -32.916 0
35.212 -32.922 0
35.215 -32.924 0
35.216 -32.924 0
35.216 -32.924 0
35.216 -32.924 0
35.216 -32.924 0
35.216 -32.924 0
35.216 -32.924 0
-9.108 15.983 -15.983
9.108 15.983
39.0091 39.009 15.670
-0.998 0.998 -
38.011 40.007 15.67049.840 55.677 R (kN)
57.28
6ta CONDICION DE CARGA 7ma CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
7,17m 2,04m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/mDM=7,6812 kN/mDM=7,6812 kN/m
1,54m
k=2,945x10-4
VIGUETA TIPO 2
SECCION VTA
0,1 x 0,43 m
9.10837 -32.9068 32.907 -22.6416
-23.7985 10.2652
0 -0.5 -0.5 0
0 11.899 -11.082 0
0 17.440 -13.853 0
0 18.826 -14.545 0
0 19.172 -14.719 0
0 19.259 -14.762 0
0 19.280 -14.773 0
0 19.286 -14.775 0
0 19.287 -14.776 0
0 19.287 -14.776 0
0 19.287 -14.776 0
0 19.287 -14.776 0
0 19.287 -14.776 0
0 19.287 -14.776 0
0 19.287 -14.776 0
9.1084 -9.108 22.642 -22.642
9.108 22.642
11.829 27.5371 27.537 22.198
- -1.964 1.964 -
11.829 25.573 29.501 22.19837.402 51.699
33.46
7ma CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
1,54m 7,17m 2,04m
k=2,945x10-4 k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
ME (kN-m) 27.54304 -43.04612 43.046 -73.122 73.122 -46.616 46.61588 -22.6416
MF (kN-m) -15.503 -30.076 26.506 23.9740 -0.5 -0.283 -0.217 -0.222 -0.278 -0.5 0
0 7.7515 6.3165 4.8457 -6.9608 -8.7151 -7.6296 0
0 4.5933 9.1796 7.0421 -5.7545 -7.2048 -8.3847 0
0 3.1618 9.2433 7.0910 -5.5977 -7.0085 -8.4829 0
0 3.1299 9.2080 7.0639 -5.5699 -6.9737 -8.5003 0
0 3.1476 9.1951 7.0540 -5.5638 -6.9661 -8.5041 0
0 3.1540 9.1916 7.0513 -5.5624 -6.9643 -8.5050 0
0 3.1558 9.1906 7.0506 -5.5620 -6.9639 -8.5052 0
0 3.1562 9.1904 7.0504 -5.5620 -6.9637 -8.5053 0
0 3.1563 9.1904 7.0504 -5.5619 -6.9637 -8.5053 0
0 3.1564 9.1903 7.0504 -5.5619 -6.9637 -8.5053 0
0 3.1564 9.1903 7.0504 -5.5619 -6.9637 -8.5053 0
0 3.1564 9.1903 7.0504 -5.5619 -6.9637 -8.5053 0
0 3.1564 9.1903 7.0504 -5.5619 -6.9637 -8.5053 0
0 3.1564 9.1903 7.0504 -5.5619 -6.9637 -8.5053 0
27.54 -27.54 64.58 -64.5832 69.04857 -69.04857 22.64 -22.6416
27.54 64.58 69.049 22.64
24.4827 37.4857 37.48573 48.857 48.857 39.0091 39.0091 22.1976
- -5.376 5.376 -0.497 0.497 6.47 -6.47 -
24.483 32.110 42.862 48.359 49.354 45.481 32.537 22.198R (kN) 56.593 91.221 94.835 54.734
19.834 42.879 26.004
1ra CONDICION DE CARGA
6,6256X10-4m4
Wu = DM + LM =10,8812 kN/m
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=2,94x10-4 k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m 8,98m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
ME (kN-m) 27.54304 -30.38689 30.387 -73.122 73.122 -32.907 32.90684 -22.6416
MF (kN-m) -2.844 -42.735 40.215 10.2650 -0.5 -0.283 -0.217 -0.222 -0.278 -0.5 0
0 1.4219 11.6892 8.9674 -10.9196 -13.6717 1.7032 0
0 -4.4227 16.4325 12.6062 -12.1056 -15.1567 2.4457 0
0 -6.7943 17.4391 13.3784 -12.4419 -15.5777 2.6562 0
0 -7.2976 17.6767 13.5607 -12.5292 -15.6869 2.7108 0
0 -7.4164 17.7349 13.6054 -12.5512 -15.7145 2.7246 0
0 -7.4455 17.7494 13.6165 -12.5567 -15.7214 2.7281 0
0 -7.4528 17.7530 13.6193 -12.5581 -15.7232 2.7290 0
0 -7.4546 17.7539 13.6200 -12.5585 -15.7236 2.7292 0
0 -7.4550 17.7542 13.6201 -12.5585 -15.7237 2.7292 0
0 -7.4552 17.7542 13.6202 -12.5586 -15.7237 2.7293 0
0 -7.4552 17.7542 13.6202 -12.5586 -15.7237 2.7293 0
0 -7.4552 17.7542 13.6202 -12.5586 -15.7237 2.7293 0
0 -7.4552 17.7543 13.6202 -12.5586 -15.7237 2.7293 0
0 -7.4552 17.7543 13.6202 -12.5586 -15.7237 2.7293 0
27.54 -27.54 58.44 -58.4402 61.62508 -61.625 22.642 -22.6416
27.54 58.44 61.625 22.64
24.4827 26.4617 26.46173 48.857 48.857 27.5371 27.5371 11.0988
- -4.484 4.484 -0.355 0.355 5.44 -5.44 -
24.483 21.977 30.946 48.502 49.211 32.974 22.100 11.099R (kN) 46.460 79.448 82.185 33.199
3.898 49.656 9.151
2da CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=2,94x10-4 k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m 8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
Wu=10,8812 kN/m Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
ME (kN-m) 19.44304 -43.04612 43.046 -51.618 51.618 -46.616 46.61588
MF (kN-m) -23.603 -8.572 5.002 30.6330 -0.5 -0.283 -0.217 -0.222 -0.278 -0.5
0 11.8015 -0.9138 -0.7010 -0.9549 -1.1956 -14.7186
0 12.2585 -0.7729 -0.5929 2.2889 2.8658 -16.7493
0 12.1880 -1.6708 -1.2818 2.8927 3.6218 -17.1273
0 12.6369 -1.9687 -1.5103 3.0274 3.7904 -17.2116
0 12.7859 -2.0489 -1.5718 3.0598 3.8309 -17.2319
0 12.8260 -2.0694 -1.5876 3.0678 3.8409 -17.2369
0 12.8363 -2.0746 -1.5915 3.0698 3.8434 -17.2381
0 12.8388 -2.0759 -1.5925 3.0702 3.8441 -17.2384
0 12.8395 -2.0762 -1.5928 3.0704 3.8442 -17.2385
0 12.8396 -2.0763 -1.5928 3.0704 3.8442 -17.2385
0 12.8397 -2.0763 -1.5928 3.0704 3.8443 -17.2385
0 12.8397 -2.0763 -1.5928 3.0704 3.8443 -17.2385
0 12.8397 -2.0763 -1.5928 3.0704 3.8443 -17.2385
0 12.8397 -2.0763 -1.5928 3.0704 3.8443 -17.2385
19.443 -19.443 51.733 -51.7332 56.16591 -56.166 15.983
19.443 51.733 56.166 15.983
17.2827 37.4857 37.48573 34.489 34.489 39.0091 39.0091
- -4.687 4.687 -0.494 0.494 5.60 -5.60
17.283 32.799 42.172 33.995 34.982 44.613 33.405R (kN) 50.082 76.167 79.596 49.074
29.990 23.493 35.293
3ra CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=3,25x10-4
Wu=10,8812 kN/m
8,98m
k=2,94x10-4 k=7,38x10-5k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m 8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
Wu=10,8812 kN/mDM=7,6812 kN/m DM=7,6812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
-15.983 ME (kN-m) 27.54304 -43.04612 43.046 -51.618 51.618 -32.907
30.633 MF (kN-m) -15.503 -8.572 18.711
0 0 -0.5 -0.283 -0.217 -0.222 -0.278
0 0 7.7515 0.2321 0.1780 -4.1938 -5.2508
0 0 7.6355 1.4515 1.1135 -3.1057 -3.8884
0 0 7.0258 1.3162 1.0097 -2.9314 -3.6702
0 0 7.0935 1.2477 0.9572 -2.8955 -3.6252
0 0 7.1277 1.2278 0.9419 -2.8871 -3.6148
0 0 7.1376 1.2227 0.9380 -2.8851 -3.6122
0 0 7.1402 1.2214 0.9370 -2.8846 -3.6116
0 0 7.1409 1.2210 0.9367 -2.8844 -3.6114
0 0 7.1410 1.2210 0.9367 -2.8844 -3.6114
0 0 7.1411 1.2209 0.9366 -2.8844 -3.6114
0 0 7.1411 1.2209 0.9366 -2.8844 -3.6114
0 0 7.1411 1.2209 0.9366 -2.8844 -3.6114
0 0 7.1411 1.2209 0.9366 -2.8844 -3.6114
0 0 7.1411 1.2209 0.9366 -2.8844 -3.6114
-15.983 27.543 -27.543 52.629 -52.629 46.786 -46.786
15.983 27.543 52.629 46.786
15.6696 24.4827 37.4857 37.48573 34.489 34.489 27.5371
- - -3.641 3.641 0.651 -0.651 4.30
15.670 24.483 33.845 41.127 35.139 33.838 31.83349.074 R (kN) 58.328 76.266 65.671
25.092 27.747 19.177
4ta CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=3,25x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
8,98m
k=2,94x10-4 k=7,38x10-5k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m 8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 3 VIGUETA TIPO 3
M. DE INERCIA (I) SECCION VTA
0,1 x 0,43 m
32.90684 -15.983 ME (kN-m) 19.44304 -43.04612 43.046 -73.122 73.122
16.924 MF (kN-m) -23.603 -30.076 40.215
-0.5 0 0 -0.5 -0.283 -0.217 -0.222
-5.8365 0 0 11.8015 5.1706 3.9666 -9.8093
-6.5177 0 0 9.2163 8.6775 6.6570 -9.8913
-6.6268 0 0 7.4628 9.1968 7.0554 -9.9911
-6.6493 0 0 7.2031 9.2986 7.1334 -10.0224
-6.6545 0 0 7.1523 9.3218 7.1512 -10.0306
-6.6558 0 0 7.1407 9.3274 7.1555 -10.0328
-6.6561 0 0 7.1378 9.3288 7.1566 -10.0333
-6.6562 0 0 7.1371 9.3292 7.1569 -10.0334
-6.6562 0 0 7.1370 9.3292 7.1569 -10.0335
-6.6562 0 0 7.1369 9.3293 7.1570 -10.0335
-6.6562 0 0 7.1369 9.3293 7.1570 -10.0335
-6.6562 0 0 7.1369 9.3293 7.1570 -10.0335
-6.6562 0 0 7.1369 9.3293 7.1570 -10.0335
-6.6562 0 0 7.1369 9.3293 7.1570 -10.0335
15.983 -15.98 19.443 -19.443 68.842 -68.842 60.212
15.983 19.443 68.842 60.212
27.5371 15.6696 17.2827 37.4857 37.48573 48.857 48.857
-4.30 - - -7.170 7.170 0.961 -0.961
23.241 15.670 17.283 30.316 44.655 49.818 47.89638.911 R (kN) 47.599 94.473 81.601
19.177 22.789 45.199
CONDICION DE CARGA 5ta CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=3,25x10-4k=9,24x10-5
7,17m
DM=7,6812 kN/m
8,98m
k=2,94x10-4 k=7,38x10-5k=9,62x10-5
6,89m2,25m
8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 3 VIGUETA TIPO 3
M. DE INERCIA (I) SECCION VTA
0,1 x 0,43 m
-32.907 32.907 -15.983 ME (kN-m) 19.44304 -30.38689 30.387 -73.122
40.215 16.924 MF (kN-m) -10.944 -42.735
-0.278 -0.5 0 0 -0.5 -0.283 -0.217
-12.2816 -2.3211 0 0 5.4719 10.5433 8.0883
-12.3842 -2.2698 0 0 0.2003 14.2081 10.8997
-12.5092 -2.2073 0 0 -1.6321 14.2430 10.9265
-12.5483 -2.1877 0 0 -1.6496 14.1824 10.8801
-12.5587 -2.1826 0 0 -1.6193 14.1618 10.8643
-12.5613 -2.1812 0 0 -1.6090 14.1563 10.8600
-12.5620 -2.1809 0 0 -1.6062 14.1548 10.8589
-12.5622 -2.1808 0 0 -1.6055 14.1545 10.8586
-12.5622 -2.1808 0 0 -1.6053 14.1544 10.8586
-12.5622 -2.1808 0 0 -1.6053 14.1544 10.8585
-12.5622 -2.1808 0 0 -1.6053 14.1544 10.8585
-12.5622 -2.1808 0 0 -1.6053 14.1544 10.8585
-12.5622 -2.1808 0 0 -1.6053 14.1544 10.8585
-12.5622 -2.1808 0 0 -1.6053 14.1544 10.8585
-60.212 15.983 -15.98 19.443 -19.443 57.090 -57.090
60.212 15.983 19.443 57.090
27.5371 27.5371 15.6696 17.2827 26.4617 26.46173 48.857
6.17 -6.17 - - -5.464 5.464 -1.728
33.706 21.368 15.670 17.283 20.998 31.926 47.12881.601 37.038 R (kN) 38.280 79.054
13.740 9.257 44.970
CONDICION DE CARGA 6ta CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=3,25x10-4k=9,24x10-5
7,17m
DM=7,6812 kN/m
8,98m
k=2,94x10-4 k=7,38x10-5k=9,62x10-5
6,89m2,25m
8,98m
DM=7,6812 kN/m
VIGUETA TIPO 3 VIGUETA TIPO 3
M. DE INERCIA (I) SECCION VTA
0,1 x 0,43 m
73.122 -46.616 46.616 -15.983 ME (kN-m) 19.44304 -30.38689 30.387
26.506 30.633 MF (kN-m) -10.944 -21.231
-0.222 -0.278 -0.5 0 0 -0.5 -0.283
-7.6807 -9.6165 -10.5082 0 0 5.4719 4.4589
-5.9719 -7.4770 -11.5779 0 0 3.2425 5.6188
-5.7403 -7.1871 -11.7229 0 0 2.6625 5.1593
-5.6978 -7.1339 -11.7495 0 0 2.8923 4.9855
-5.6884 -7.1221 -11.7554 0 0 2.9792 4.9374
-5.6861 -7.1192 -11.7568 0 0 3.0032 4.9250
-5.6856 -7.1185 -11.7571 0 0 3.0094 4.9219
-5.6854 -7.1184 -11.7572 0 0 3.0110 4.9211
-5.6854 -7.1183 -11.7573 0 0 3.0114 4.9209
-5.6854 -7.1183 -11.7573 0 0 3.0115 4.9209
-5.6854 -7.1183 -11.7573 0 0 3.0115 4.9209
-5.6854 -7.1183 -11.7573 0 0 3.0115 4.9209
-5.6854 -7.1183 -11.7573 0 0 3.0115 4.9208
-5.6854 -7.1183 -11.7573 0 0 3.0115 4.9208
72.610 -72.610 15.983 -15.98 19.443 -19.443 43.240
72.610 15.983 19.443 43.240
48.857 39.009 39.0091 15.6696 17.2827 26.4617 26.46173
1.728 7.90 -7.90 - - -3.454 3.454
50.585 46.907 31.111 15.670 17.283 23.008 29.91697.492 46.781 R (kN) 40.291 62.866
44.970 28.494 15.015
CONDICION DE CARGA 7ma CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=7,38x10-5 k=3,25x10-4k=9,24x10-5
7,17m8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
k=2,94x10-4 k=9,62x10-5
6,89m2,25m
DM=7,6812 kN/m
VIGUETA TIPO 3 VIGUETA TIPO 3
M. DE INERCIA (I) SECCION VTA
0,1 x 0,43 m
-51.618 51.618 -46.616 46.616 -22.6416 ME (kN-m) 27.54304 -43.04612
-21.231 5.002 23.974 MF (kN-m) -15.503
-0.217 -0.222 -0.278 -0.5 0 0 -0.5
3.4207 -1.8700 -2.3413 -10.8165 0 0 7.7515
4.3105 0.3339 0.4181 -12.1962 0 0 4.5933
3.9580 0.7185 0.8996 -12.4369 0 0 2.7312
3.8246 0.8016 1.0036 -12.4889 0 0 2.4470
3.7877 0.8213 1.0283 -12.5013 0 0 2.3903
3.7782 0.8261 1.0344 -12.5043 0 0 2.3772
3.7758 0.8273 1.0359 -12.5051 0 0 2.3740
3.7752 0.8277 1.0362 -12.5053 0 0 2.3733
3.7751 0.8277 1.0363 -12.5053 0 0 2.3731
3.7751 0.8277 1.0364 -12.5053 0 0 2.3730
3.7750 0.8277 1.0364 -12.5053 0 0 2.3730
3.7750 0.8277 1.0364 -12.5053 0 0 2.3730
3.7750 0.8278 1.0364 -12.5053 0 0 2.3730
3.7750 0.8278 1.0364 -12.5053 0 0 2.3730
-43.240 57.048 -57.048 22.642 -22.64 27.543 -27.543
43.240 57.048 22.642 27.543
34.489 34.489 39.0091 39.0091 22.1976 24.4827 37.4857
-1.538 1.538 4.80 -4.80 - - -5.717
32.951 36.026 43.808 34.210 22.198 24.483 31.76962.866 79.834 56.408 R (kN) 56.251
27.437 31.137 18.833
7ma CONDICION DE CARGA 8va CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=7,38x10-5 k=3,25x10-4k=9,24x10-5
7,17m8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
k=2,94x10-4 k=9,62x10-5
6,89m2,25m
Wu=10,8812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
43.046 -73.122 73.122 -32.907 32.907 -15.983 ME (kN-m) 19.44304
-30.076 40.215 16.924 MF (kN-m) -23.603
-0.283 -0.217 -0.222 -0.278 -0.5 0 0
6.3165 4.8457 -10.0045 -12.5260 -2.1989 0 0
10.0408 7.7028 -10.1506 -12.7089 -2.1074 0 0
10.6090 8.1387 -10.2677 -12.8555 -2.0341 0 0
10.7225 8.2258 -10.3033 -12.9001 -2.0119 0 0
10.7486 8.2458 -10.3127 -12.9119 -2.0060 0 0
10.7550 8.2507 -10.3151 -12.9149 -2.0045 0 0
10.7566 8.2519 -10.3157 -12.9156 -2.0041 0 0
10.7570 8.2522 -10.3159 -12.9158 -2.0040 0 0
10.7571 8.2523 -10.3159 -12.9158 -2.0040 0 0
10.7571 8.2523 -10.3159 -12.9159 -2.0040 0 0
10.7571 8.2523 -10.3159 -12.9159 -2.0040 0 0
10.7571 8.2523 -10.3159 -12.9159 -2.0040 0 0
10.7571 8.2523 -10.3159 -12.9159 -2.0040 0 0
10.7571 8.2523 -10.3159 -12.9159 -2.0040 0 0
66.933 -66.933 60.743 -60.743 15.983 -15.98 19.443
66.933 60.743 15.983 19.443
37.486 48.857 48.857 27.5371 27.5371 15.6696 17.2827
5.717 0.689 -0.689 6.24 -6.24 - -
43.203 49.546 48.167 33.780 21.294 15.670 17.28392.749 81.947 36.964 R (kN) 48.006
18.833 45.867 13.534
8va CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m 8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
k=2,94x10-4
2,25m
DM=7,6812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
-43.04612 43.046 -73.122 73.122 -46.616 46.616 -15.983 ME (kN-m)
-23.603 -30.076 26.506 30.633 MF (kN-m)
-0.5 -0.283 -0.217 -0.222 -0.278 -0.5 0
11.8015 5.1706 3.9666 -6.7656 -8.4708 -11.0810 0
9.2163 7.8163 5.9963 -4.7560 -5.9547 -12.3391 0
7.8934 7.6220 5.8473 -4.4436 -5.5635 -12.5346 0
7.9905 7.5061 5.7584 -4.3805 -5.4845 -12.5742 0
8.0485 7.4719 5.7321 -4.3658 -5.4662 -12.5833 0
8.0656 7.4629 5.7252 -4.3623 -5.4617 -12.5856 0
8.0701 7.4606 5.7234 -4.3614 -5.4606 -12.5861 0
8.0712 7.4600 5.7230 -4.3612 -5.4603 -12.5862 0
8.0715 7.4599 5.7229 -4.3611 -5.4603 -12.5863 0
8.0716 7.4599 5.7229 -4.3611 -5.4603 -12.5863 0
8.0716 7.4599 5.7228 -4.3611 -5.4602 -12.5863 0
8.0716 7.4599 5.7228 -4.3611 -5.4602 -12.5863 0
8.0716 7.4599 5.7228 -4.3611 -5.4602 -12.5863 0
8.0716 7.4599 5.7228 -4.3611 -5.4602 -12.5863 0
-19.443 66.037 -66.037 70.123 -70.123 15.983 -15.983
19.443 66.037 70.123 15.983
37.4857 37.486 48.857 48.857 39.0091 39.0091 15.6696
-6.763 6.763 -0.455 0.455 7.55 -7.55 -
30.723 44.248 48.402 49.312 46.560 31.458 15.67048.006 92.650 95.871 47.128 R (kN)
23.930 41.612 29.491
9na CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=2,94x10-4 k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m
8,98m
Wu=10,8812 kN/mDM=7,6812 kN/mDM=7,6812 kN/m
k=2,94x10-4
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
19.44304 -30.38689 30.387 -73.122 73.122 -46.616 46.616 -22.6416
-10.944 -42.735 26.506 23.9740 -0.5 -0.283 -0.217 -0.222 -0.278 -0.5 0
0 5.4719 10.5433 8.0883 -7.6807 -9.6165 -7.1789 0
0 0.2003 14.2081 10.8997 -6.7110 -8.4025 -7.7859 0
0 -1.6321 14.4521 11.0870 -6.6179 -8.2858 -7.8443 0
0 -1.7541 14.4603 11.0933 -6.6063 -8.2713 -7.8515 0
0 -1.7582 14.4582 11.0916 -6.6043 -8.2688 -7.8527 0
0 -1.7572 14.4573 11.0910 -6.6039 -8.2683 -7.8530 0
0 -1.7567 14.4571 11.0908 -6.6038 -8.2682 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
0 -1.7566 14.4570 11.0907 -6.6038 -8.2681 -7.8531 0
19.443 -19.443 57.544 -57.544 71.005 -71.005 22.642 -22.642
19.443 57.544 71.005 22.642
17.2827 26.4617 26.462 48.857 48.857 39.0091 39.0091 22.1976
- -5.530 5.530 -1.499 1.499 6.75 -6.75 -
17.283 20.932 31.992 47.358 50.356 45.754 32.264 22.19838.214 79.349 96.110 54.461
9.077 45.512 25.191
10ma CONDICION DE CARGA
6,6256X10-4m4
8,98m 2,04m
k=2,94x10-4 k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m
8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
ME (kN-m) 27.54304 -43.04612 43.046 -73.122 73.122 -46.616 46.616 -15.983
MF (kN-m) -15.503 -30.076 26.506 30.6330 -0.5 -0.283 -0.217 -0.222 -0.278 -0.5 0
0 7.7515 6.3165 4.8457 -6.9608 -8.7151 -10.9589 0
0 4.5933 9.1796 7.0421 -5.0153 -6.2794 -12.1767 0
0 3.1618 9.0342 6.9306 -4.7202 -5.9098 -12.3615 0
0 3.2345 8.9301 6.8507 -4.6614 -5.8363 -12.3983 0
0 3.2865 8.8987 6.8267 -4.6479 -5.8193 -12.4067 0
0 3.3022 8.8905 6.8203 -4.6446 -5.8152 -12.4088 0
0 3.3063 8.8884 6.8187 -4.6438 -5.8142 -12.4093 0
0 3.3073 8.8879 6.8183 -4.6436 -5.8140 -12.4094 0
0 3.3076 8.8877 6.8182 -4.6436 -5.8139 -12.4095 0
0 3.3077 8.8877 6.8182 -4.6436 -5.8139 -12.4095 0
0 3.3077 8.8877 6.8182 -4.6436 -5.8139 -12.4095 0
0 3.3077 8.8877 6.8182 -4.6436 -5.8139 -12.4095 0
0 3.3077 8.8877 6.8182 -4.6436 -5.8139 -12.4095 0
0 3.3077 8.8877 6.8182 -4.6436 -5.8139 -12.4095 0
27.543 -27.543 64.129 -64.129 70.653 -70.653 15.983 -15.983
27.543 64.129 70.653 15.983
24.4827 37.4857 37.486 48.857 48.857 39.0091 39.0091 15.6696
- -5.310 5.310 -0.726 0.726 7.62 -7.62 -
24.483 32.176 42.796 48.130 49.583 46.634 31.384 15.670R (kN) 56.658 90.926 96.217 47.054
20.029 42.316 29.277
11ava CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=2,94x10-4 k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m
8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 3
SECCION VTA M. DE INERCIA (I)
0,1 x 0,43 m
ME (kN-m) 19.44304 -43.04612 43.046 -73.122 73.122 -46.616 46.616 -22.6416
MF (kN-m) -23.603 -30.076 26.506 23.9740 -0.5 -0.283 -0.217 -0.222 -0.278 -0.5 0
0 11.8015 5.1706 3.9666 -6.7656 -8.4708 -7.7518 0
0 9.2163 7.8163 5.9963 -5.4952 -6.8802 -8.5471 0
0 7.8934 7.8312 6.0077 -5.3211 -6.6622 -8.6560 0
0 7.8860 7.7840 5.9715 -5.2889 -6.6219 -8.6762 0
0 7.9095 7.7682 5.9594 -5.2818 -6.6129 -8.6807 0
0 7.9174 7.7640 5.9561 -5.2800 -6.6108 -8.6817 0
0 7.9196 7.7629 5.9553 -5.2796 -6.6102 -8.6820 0
0 7.9201 7.7626 5.9551 -5.2795 -6.6101 -8.6821 0
0 7.9202 7.7625 5.9550 -5.2795 -6.6101 -8.6821 0
0 7.9203 7.7625 5.9550 -5.2795 -6.6101 -8.6821 0
0 7.9203 7.7625 5.9550 -5.2795 -6.6101 -8.6821 0
0 7.9203 7.7625 5.9550 -5.2795 -6.6101 -8.6821 0
0 7.9203 7.7625 5.9550 -5.2795 -6.6101 -8.6821 0
0 7.9203 7.7625 5.9550 -5.2795 -6.6101 -8.6821 0
19.443 -19.443 66.491 -66.491 68.518 -68.518 22.642 -22.64
19.443 66.491 68.518 22.642
17.2827 37.4857 37.486 48.857 48.857 39.0091 39.0091 22.1976
- -6.829 6.829 -0.226 0.226 6.40 -6.40 -
17.283 30.657 44.314 48.631 49.082 45.408 32.611 22.198R (kN) 47.940 92.945 94.490 54.808
23.745 42.181 26.225
12ava CONDICION DE CARGA
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
8,98m 2,04m
k=2,94x10-4 k=7,38x10-5 k=3,25x10-4k=9,62x10-5 k=9,24x10-5
7,17m6,89m2,25m
8,98m
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 27.543 -43.0461 43.046
MF (kN-m) -15.5031 -14.1130
0 -0.5 -0.5
0 7.7515 3.1807
0 6.1612 3.9759
0 5.7636 4.1747
0 5.6642 4.2244
0 5.6393 4.2368
0 5.6331 4.2399
0 5.6316 4.2407
0 5.6312 4.2409
0 5.6311 4.2409
0 5.6311 4.2409
0 5.6311 4.2409
0 5.6311 4.2409
0 5.6311 4.2410
0 5.6311 4.2410
27.54 -27.54 57.159
27.54 57.159
24.483 37.4857 37.486
- -4.298 4.298
24.48 33.187 41.784R (kN) 57.670 77.053
23.07
1ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
Wu = DM + LM =10,8812 kN/m
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,25m 6,89m
k=2,945x10-4 k=9,62x10-5
VIGUETA TIPO 4 VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
-57.15908 ME (kN-m) 27.543 -30.3869
-14.1130 MF (kN-m) -2.8439
0 0 -0.5
0 0 1.4219
0 0 -4.9156
0 0 -6.5000
0 0 -6.8961
0 0 -6.9952
0 0 -7.0199
0 0 -7.0261
0 0 -7.0276
0 0 -7.0280
0 0 -7.0281
0 0 -7.0282
0 0 -7.0282
0 0 -7.0282
0 0 -7.0282
-57.159 27.54 -27.54
57.159 27.54
35.269 24.483 26.4617
- - -4.298
35.269 24.48 22.16377.053 R (kN) 46.646
4.43
2da CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
3,2413m
k=2,044x10-4
2,25m 6,89m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 4 VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
30.387 -57.15908 ME (kN-m) 27.543 -43.0461
-26.7722 MF (kN-m) -15.5031
-0.5 0 0 -0.5
12.6751 0 0 7.7515
15.8439 0 0 10.3636
16.6361 0 0 11.0166
16.8342 0 0 11.1799
16.8837 0 0 11.2207
16.8961 0 0 11.2309
16.8991 0 0 11.2334
16.8999 0 0 11.2341
16.9001 0 0 11.2342
16.9002 0 0 11.2343
16.9002 0 0 11.2343
16.9002 0 0 11.2343
16.9002 0 0 11.2343
16.9002 0 0 11.2343
57.159 -57.159 27.54 -27.54
57.159 27.54
26.462 35.269 24.483 37.4857
4.298 - - -1.859
30.760 35.269 24.48 35.62766.029 R (kN) 60.110
CONDICION DE CARGA 3ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
3,2413m
k=2,044x10-4
Wu=10,8812 kN/m
2,25m
k=2,945x10-4
Wu=10,8812 kN/m
VIGUETA TIPO 4 VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
43.046 -40.34944 ME (kN-m) 19.443
2.6967 MF (kN-m) -23.6031
-0.5 0 0
-5.2241 0 0
-6.5301 0 0
-6.8566 0 0
-6.9383 0 0
-6.9587 0 0
-6.9638 0 0
-6.9651 0 0
-6.9654 0 0
-6.9655 0 0
-6.9655 0 0
-6.9655 0 0
-6.9655 0 0
-6.9655 0 0
-6.9655 0 0
40.349 -40.349 19.44
40.349 19.44
37.486 24.897 17.283
1.859 - -
39.344 24.897 17.2864.242 R (kN) 49.294
30.78
3ra CONDICION DE CARGA 4ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
6,89m 3,2413m
k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
2,25m
k=2,945x10-4
DM=7,6812 kN/m
VIGUETA TIPO 4 VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
-43.0461 43.046 -57.15908 ME (kN-m)
-23.6031 -14.1130 MF (kN-m)
-0.5 -0.5 0
11.8015 1.1557 0
11.2237 1.4446 0
11.0792 1.5169 0
11.0431 1.5349 0
11.0341 1.5394 0
11.0318 1.5406 0
11.0313 1.5409 0
11.0311 1.5409 0
11.0311 1.5409 0
11.0311 1.5409 0
11.0311 1.5409 0
11.0311 1.5410 0
11.0311 1.5410 0
11.0311 1.5410 0
-19.44 57.159 -57.159
19.44 57.159
37.4857 37.486 35.269
-5.474 5.474 -
32.012 42.960 35.26949.294 78.229 R (kN)
27.65
4ta CONDICION DE CARGA 5ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
6,89m 3,2413m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
2,25m
k=2,945x10-4
Wu=10,8812 kN/m
VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
27.543 -30.3869 30.387 -40.34944
-2.8439 -9.9626
0 -0.5 -0.5 0
0 1.4219 4.2703 0
0 -0.7132 5.3379 0
0 -1.2470 5.6048 0
0 -1.3805 5.6715 0
0 -1.4138 5.6882 0
0 -1.4222 5.6924 0
0 -1.4243 5.6934 0
0 -1.4248 5.6937 0
0 -1.4249 5.6937 0
0 -1.4249 5.6937 0
0 -1.4249 5.6937 0
0 -1.4249 5.6937 0
0 -1.4249 5.6937 0
0 -1.4249 5.6937 0
27.54 -27.54 40.349 -40.349
27.54 40.349
24.483 26.4617 26.462 24.897
- -1.859 1.859 -
24.48 24.603 28.320 24.89749.086 53.218
11.86
5ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
2,25m 6,89m 3,2413m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 19.443 -43.0461 43.046 -40.34944
MF (kN-m) -23.6031 2.6967
0 -0.5 -0.5 0
0 11.8015 -7.2491 0
0 15.4261 -9.0614 0
0 16.3322 -9.5145 0
0 16.5588 -9.6277 0
0 16.6154 -9.6560 0
0 16.6296 -9.6631 0
0 16.6331 -9.6649 0
0 16.6340 -9.6653 0
0 16.6342 -9.6654 0
0 16.6343 -9.6655 0
0 16.6343 -9.6655 0
0 16.6343 -9.6655 0
0 16.6343 -9.6655 0
0 16.6343 -9.6655 0
19.44 -19.44 40.349 -40.349
19.44 40.349
17.283 37.4857 37.486 24.897
- -3.034 3.034 -
17.28 34.451 40.520 24.897R (kN) 51.734 65.417
35.10
6ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,25m 6,89m 3,2413m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 4
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 19.443 -30.3869 30.387 -57.15908
MF (kN-m) -10.9439 -26.7722
0 -0.5 -0.5 0
0 5.4719 10.6501 0
0 0.1469 13.3127 0
0 -1.1844 13.9783 0
0 -1.5172 14.1447 0
0 -1.6004 14.1863 0
0 -1.6212 14.1967 0
0 -1.6264 14.1993 0
0 -1.6277 14.2000 0
0 -1.6281 14.2001 0
0 -1.6281 14.2002 0
0 -1.6282 14.2002 0
0 -1.6282 14.2002 0
0 -1.6282 14.2002 0
0 -1.6282 14.2002 0
19.44 -19.44 57.159 -57.159
19.44 57.159
17.283 26.4617 26.462 35.269
- -5.474 5.474 -
17.28 20.988 31.936 35.269R (kN) 38.270 67.205
9.23
7ma CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,25m 6,89m 3,2413m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 57.1591 -46.6159 46.616
MF (kN-m) 10.5432 23.9743
0 -0.5 -0.5
0 -5.2716 -9.3513
0 -0.5959 -11.6892
0 0.5730 -12.2736
0 0.8652 -12.4197
0 0.9383 -12.4563
0 0.9565 -12.4654
0 0.9611 -12.4677
0 0.9622 -12.4683
0 0.9625 -12.4684
0 0.9626 -12.4684
0 0.9626 -12.4684
0 0.9626 -12.4684
0 0.9626 -12.4684
0 0.9626 -12.4684
57.16 -57.16 22.642
57.16 22.642
35.269 39.0091 39.009
- 5.010 -5.010
35.27 44.019 33.999R (kN) 79.288 56.197
31.88
1ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
Wu = DM + LM =10,8812 kN/m
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
3,2413m 7,17m
k=2,945x10-4 k=9,62x10-5
VIGUETA TIPO 5 VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
-22.6416 ME (kN-m) 57.1591 -32.9068
23.9743 MF (kN-m) 24.2522
0 0 -0.5
0 0 -12.126
0 0 -12.591
0 0 -12.708
0 0 -12.737
0 0 -12.744
0 0 -12.746
0 0 -12.746
0 0 -12.746
0 0 -12.746
0 0 -12.746
0 0 -12.746
0 0 -12.746
0 0 -12.746
0 0 -12.746
-22.642 57.16 -57.16
22.642 57.16
22.198 35.269 27.5371
- - 5.010
22.198 35.27 32.54756.197 R (kN) 67.816
11.80
2da CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=2,044x10-4
3,2413m 7,17m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 5 VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
32.907 -22.6416 ME (kN-m) 57.1591 -46.6159
10.2652 MF (kN-m) 10.5432
-0.5 0 0 -0.5
0.9304 0 0 -5.2716
1.1631 0 0 1.0687
1.2212 0 0 2.6538
1.2357 0 0 3.0501
1.2394 0 0 3.1491
1.2403 0 0 3.1739
1.2405 0 0 3.1801
1.2406 0 0 3.1816
1.2406 0 0 3.1820
1.2406 0 0 3.1821
1.2406 0 0 3.1821
1.2406 0 0 3.1821
1.2406 0 0 3.1821
1.2406 0 0 3.1821
22.642 -22.642 57.16 -57.16
22.642 57.16
27.54 22.198 35.269 39.0091
-5.010 - - 5.976
22.527 22.198 35.27 44.98544.725 R (kN) 80.255
CONDICION DE CARGA 3ra CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,04m
k=2,044x10-4
Wu=10,8812 kN/m
3,2413m
k=2,945x10-4
Wu=10,8812 kN/m
VIGUETA TIPO 5 VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
46.616 -15.98304 ME (kN-m) 40.3494
30.6328 MF (kN-m) -6.2664
-0.5 0 0
-12.6806 0 0
-15.8508 0 0
-16.6433 0 0
-16.8414 0 0
-16.8910 0 0
-16.9034 0 0
-16.9065 0 0
-16.9072 0 0
-16.9074 0 0
-16.9075 0 0
-16.9075 0 0
-16.9075 0 0
-16.9075 0 0
-16.9075 0 0
15.983 -15.983 40.35
15.983 40.35
39.009 15.670 24.897
-5.976 - -
33.033 15.670 24.9048.703 R (kN) 66.476
35.83
3ra CONDICION DE CARGA 4ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
7,17m 2,04m
k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
3,2413m
k=2,945x10-4
DM=7,6812 kN/m
VIGUETA TIPO 5 VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
-46.6159 46.616 -22.6416 ME (kN-m)
-6.2664 23.9743 MF (kN-m)
-0.5 -0.5 0
3.1332 -13.5537 0
9.9101 -16.9422 0
11.6043 -17.7893 0
12.0279 -18.0011 0
12.1338 -18.0540 0
12.1602 -18.0673 0
12.1668 -18.0706 0
12.1685 -18.0714 0
12.1689 -18.0716 0
12.1690 -18.0716 0
12.1690 -18.0717 0
12.1690 -18.0717 0
12.1690 -18.0717 0
12.1690 -18.0717 0
-40.35 22.642 -22.642
40.35 22.642
39.0091 39.01 22.198
2.570 -2.570 -
41.579 36.439 22.19866.476 58.637 R (kN)
39.09
4ta CONDICION DE CARGA 5ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
7,17m 7,17m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
k=2,945x10-4
Wu=10,8812 kN/m
3,2413m
VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
57.1591 -32.9068 32.907 -15.98304
24.2522 16.9238
0 -0.5 -0.5 0
0 -12.126 -2.3988 0
0 -10.927 -2.9985 0
0 -10.627 -3.1485 0
0 -10.552 -3.1860 0
0 -10.533 -3.1953 0
0 -10.528 -3.1977 0
0 -10.527 -3.1983 0
0 -10.527 -3.1984 0
0 -10.527 -3.1984 0
0 -10.527 -3.1984 0
0 -10.527 -3.1984 0
0 -10.527 -3.1984 0
0 -10.527 -3.1984 0
0 -10.527 -3.1984 0
57.16 -57.16 15.983 -15.983
57.16 15.983
35.269 27.5371 27.572 15.670
- 5.976 -5.976 -
35.27 33.513 21.595 15.67068.783 37.265
15.95
5ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
7,17m 2,04m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
3,2413m
VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 40.3494 -46.6159 46.616 -15.98304
MF (kN-m) -6.2664 30.6328
0 -0.5 -0.5 0
0 3.1332 -16.8830 0
0 11.5747 -21.1038 0
0 13.6851 -22.1590 0
0 14.2127 -22.4228 0
0 14.3446 -22.4887 0
0 14.3776 -22.5052 0
0 14.3858 -22.5093 0
0 14.3879 -22.5104 0
0 14.3884 -22.5106 0
0 14.3885 -22.5107 0
0 14.3886 -22.5107 0
0 14.3886 -22.5107 0
0 14.3886 -22.5107 0
0 14.3886 -22.5107 0
40.35 -40.35 15.983 -15.983
40.35 15.983
24.897 39.0091 39.01 15.670
- 3.536 -3.536 -
24.90 42.546 35.473 15.670R (kN) 67.443 51.142
42.83
6ta CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
7,17m 2,04m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/mDM=7,6812 kN/m
3,2413m
VIGUETA TIPO 5
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 40.3494 -32.9068 32.907 -22.6416
MF (kN-m) 7.4426 10.2652
0 -0.5 -0.5 0
0 -3.7213 -3.2720 0
0 -2.0853 -4.0900 0
0 -1.6763 -4.2945 0
0 -1.5741 -4.3456 0
0 -1.5485 -4.3584 0
0 -1.5421 -4.3616 0
0 -1.5405 -4.3624 0
0 -1.5401 -4.3626 0
0 -1.5400 -4.3626 0
0 -1.5400 -4.3626 0
0 -1.5400 -4.3626 0
0 -1.5400 -4.3626 0
0 -1.5400 -4.3626 0
0 -1.5400 -4.3626 0
40.35 -40.35 22.642 -22.642
40.35 22.642
24.897 27.5371 27.537 22.198
- 2.570 -2.570 -
24.90 30.107 24.967 22.198R (kN) 55.004 47.165
18.65
7ma CONDICION DE CARGA
M. DE INERCIA (I)
6,6256X10-4m4
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
3,2413m 7,17m 2,04m
k=2,945x10-4 k=9,62x10-5 k=2,044x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 1
SECCION VTA
0,1 x 0,43 m
ME (kN-m) 27.5430375 -30.38689121
MF (kN-m) -2.8439
0 -0.5
0 1.422
0 6.148
0 7.330
0 7.625
0 7.699
0 7.718
0 7.722
0 7.724
0 7.724
0 7.724
0 7.724
0 7.724
0 7.724
0 7.724
27.5430375 -27.54
27.54
24.4827 26.461734
- 2.125
24.483 28.587R (kN) 53.069
25.65
2da CONDICION DE CARGA
µij
M'ij
Mij (kN-m)
Mi- (kN-m)
VW (kN)
VM (kN)
VT (kN)
Mi+ (kN-m)
2,25m 6,89m
k=2,945x10-4 k=9,62x10-5
Wu=10,8812 kN/mDM=7,6812 kN/m
VIGUETA TIPO 1
M. DE INERCIA (I)
30.387 -12.90292696
17.4840
-0.5 0
-9.453 0
-11.816 0
-12.407 0
-12.555 0
-12.592 0
-12.601 0
-12.603 0
-12.604 0
-12.604 0
-12.604 0
-12.604 0
-12.604 0
-12.604 0
-12.604 0
12.903 -12.902927
12.903
26.462 16.757
-2.125 -
24.337 16.75741.094
CONDICION DE CARGA
6,6256X10-4m4
6,89m 1,54m
k=9,62x10-5 k=4,302x10-4
Wu=10,8812 kN/mDM=7,6812 kN/m
