TRAME 5.1

Relatório de Análise Estrutural

Descrição da Estrutura:

Treliça 05

Autor:

Trame 5.1

Data:

03/05/2019




Coordenadas e Restrições dos Nós

Nº Total de Nós: 31

 

X (cm)

Y (cm)

Rest. X

Rest. Y

Rest. Z

1

-7846112.72

-9059889.88

0

1

0

2

-7846112.72

-9059793.65

0

0

0

3

-7846037.61

-9059889.88

0

0

0

4

-7846037.61

-9059787.64

0

0

0

5

-7845927.66

-9059889.88

0

0

0

6

-7845927.66

-9059778.85

0

0

0

7

-7845817.71

-9059889.88

0

0

0

8

-7845817.71

-9059770.07

0

0

0

9

-7845707.36

-9059889.88

0

0

0

10

-7845707.36

-9059761.25

0

0

0

11

-7845598.61

-9059889.88

0

0

0

12

-7845598.61

-9059752.55

0

0

0

13

-7845488.76

-9059889.88

0

0

0

14

-7845488.76

-9059743.77

0

0

0

15

-7845376.00

-9059889.88

0

0

0

16

-7845353.62

-9059732.97

0

0

0

17

-7844594.52

-9059889.88

1

1

0

18

-7844594.52

-9059793.65

0

0

0

19

-7844669.63

-9059889.88

0

0

0

20

-7844669.63

-9059787.64

0

0

0

21

-7844779.58

-9059889.88

0

0

0

22

-7844779.58

-9059778.85

0

0

0

23

-7844889.53

-9059889.88

0

0

0

24

-7844889.53

-9059770.07

0

0

0

25

-7844999.88

-9059889.88

0

0

0

26

-7844999.88

-9059761.25

0

0

0

27

-7845108.63

-9059889.88

0

0

0

28

-7845108.63

-9059752.55

0

0

0

29

-7845218.48

-9059889.88

0

0

0

30

-7845218.48

-9059743.77

0

0

0

31

-7845331.24

-9059889.88

0

0

0



Dados de Análise das Barras

Nº Total de Barras: 59

 

Barra

Nó inicial

Nó final

Vínculo Inicial

Vínculo Final

E (kN/cm²)

Ag (cm²)

Iz (cm4)

1

1

2

Rótula

Rótula

20500.00

9.68

54.42

2

3

4

Rótula

Rótula

20500.00

9.68

54.42

3

5

6

Rótula

Rótula

20500.00

9.68

54.42

4

7

8

Rótula

Rótula

20500.00

9.68

54.42

5

9

10

Rótula

Rótula

20500.00

9.68

54.42

6

11

12

Rótula

Rótula

20500.00

9.68

54.42

7

13

14

Rótula

Rótula

20500.00

9.68

54.42

8

3

2

Rótula

Rótula

20500.00

9.68

54.42

9

4

5

Rótula

Rótula

20500.00

9.68

54.42

10

6

7

Rótula

Rótula

20500.00

9.68

54.42

11

8

9

Rótula

Rótula

20500.00

9.68

54.42

12

10

11

Rótula

Rótula

20500.00

9.68

54.42

13

12

13

Rótula

Rótula

20500.00

9.68

54.42

14

14

15

Rótula

Rótula

20500.00

9.68

54.42

15

15

16

Rótula

Rótula

20500.00

9.68

54.42

16

17

18

Rótula

Rótula

20500.00

9.68

54.42

17

19

20

Rótula

Rótula

20500.00

9.68

54.42

18

21

22

Rótula

Rótula

20500.00

9.68

54.42

19

23

24

Rótula

Rótula

20500.00

9.68

54.42

20

25

26

Rótula

Rótula

20500.00

9.68

54.42

21

27

28

Rótula

Rótula

20500.00

9.68

54.42

22

29

30

Rótula

Rótula

20500.00

9.68

54.42

23

19

18

Rótula

Rótula

20500.00

9.68

54.42

24

20

21

Rótula

Rótula

20500.00

9.68

54.42

25

22

23

Rótula

Rótula

20500.00

9.68

54.42

26

24

25

Rótula

Rótula

20500.00

9.68

54.42

27

26

27

Rótula

Rótula

20500.00

9.68

54.42

28

28

29

Rótula

Rótula

20500.00

9.68

54.42

29

30

31

Rótula

Rótula

20500.00

9.68

54.42

30

31

16

Rótula

Rótula

20500.00

9.68

54.42

31

18

20

Engaste

Engaste

2050.00

11.36

674.51

32

20

22

Engaste

Engaste

2050.00

11.36

674.51

33

22

24

Engaste

Engaste

2050.00

11.36

674.51

34

24

26

Engaste

Engaste

2050.00

11.36

674.51

35

26

28

Engaste

Engaste

2050.00

11.36

674.51

36

28

30

Engaste

Engaste

2050.00

11.36

674.51

37

30

16

Engaste

Engaste

2050.00

11.36

674.51

38

16

14

Engaste

Engaste

2050.00

11.36

674.51

39

14

12

Engaste

Engaste

2050.00

11.36

674.51

40

12

10

Engaste

Engaste

2050.00

11.36

674.51

41

10

8

Engaste

Engaste

2050.00

11.36

674.51

42

8

6

Engaste

Engaste

2050.00

11.36

674.51

43

6

4

Engaste

Engaste

2050.00

11.36

674.51

44

4

2

Engaste

Engaste

2050.00

11.36

674.51

45

15

13

Engaste

Engaste

2050.00

11.36

674.51

46

13

11

Engaste

Engaste

2050.00

11.36

674.51

47

11

9

Engaste

Engaste

2050.00

11.36

674.51

48

9

7

Engaste

Engaste

2050.00

11.36

674.51

49

7

5

Engaste

Engaste

2050.00

11.36

674.51

50

5

3

Engaste

Engaste

2050.00

11.36

674.51

51

3

1

Engaste

Engaste

2050.00

11.36

674.51

52

31

29

Engaste

Engaste

2050.00

11.36

674.51

53

29

27

Engaste

Engaste

2050.00

11.36

674.51

54

27

25

Engaste

Engaste

2050.00

11.36

674.51

55

25

23

Engaste

Engaste

2050.00

11.36

674.51

56

23

21

Engaste

Engaste

2050.00

11.36

674.51

57

21

19

Engaste

Engaste

2050.00

11.36

674.51

58

19

17

Engaste

Engaste

2050.00

11.36

674.51

59

15

31

Rótula

Rótula

2050.00

11.36

674.51



Dados de Dimensionamento das Barras

Nº Total de Barras: 59

 

Barra

Seção

Material

Descrição

Peso Específico (kN/m³)

Peso Unitário (kg/m)

Comprimento (m)

Peso Total (kg)

1

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

0.96

7.31

2

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.02

7.77

3

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.11

8.44

4

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.20

9.11

5

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.29

9.78

6

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.37

10.44

7

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.46

11.10

8

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.22

9.28

9

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.50

11.41

10

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.56

11.87

11

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.63

12.38

12

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.68

12.80

13

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.76

13.36

14

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.85

14.03

15

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.58

12.05

16

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

0.96

7.31

17

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.02

7.77

18

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.11

8.44

19

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.20

9.11

20

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.29

9.78

21

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.37

10.44

22

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.46

11.10

23

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.22

9.28

24

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.50

11.41

25

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.56

11.87

26

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.63

12.38

27

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.68

12.80

28

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.76

13.36

29

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.85

14.03

30

2L 75 x 3.35 - e: 43

Aço

SAE 1010

78.50

7.60

1.58

12.05

31

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

0.75

6.72

32

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.83

33

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.83

34

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.11

9.87

35

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.09

9.73

36

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.82

37

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.36

12.09

38

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.36

12.09

39

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.82

40

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.09

9.73

41

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.11

9.87

42

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.83

43

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.83

44

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

0.75

6.72

45

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.13

10.05

46

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.79

47

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.09

9.69

48

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.84

49

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.80

50

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.80

51

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

0.75

6.70

52

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.13

10.05

53

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.79

54

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.09

9.69

55

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.84

56

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.80

57

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

1.10

9.80

58

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

0.75

6.70

59

U 200 x 75 x 3.35

Aço

SAE 1010

78.50

8.91

0.45

3.99

 

Peso total da estrutura: 593.35 kg



Resultados dos Casos de Carregamentos

 

Caso Nº: 1 - Peso Próprio

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

2.91

0.0

0.0

2

-2.84

0.0

0.0

2

3

2.45

0.0

0.0

4

-2.37

0.0

0.0

3

5

1.91

0.0

0.0

6

-1.83

0.0

0.0

4

7

1.40

0.0

0.0

8

-1.31

0.0

0.0

5

9

0.93

0.0

0.0

10

-0.83

0.0

0.0

6

11

0.45

0.0

0.0

12

-0.35

0.0

0.0

7

13

0.08

0.0

0.0

14

0.03

0.0

0.0

8

3

-3.23

0.0

0.0

2

3.31

0.0

0.0

9

4

-3.05

0.0

0.0

5

2.97

0.0

0.0

10

6

-2.23

0.0

0.0

7

2.15

0.0

0.0

11

8

-1.51

0.0

0.0

9

1.42

0.0

0.0

12

10

-0.87

0.0

0.0

11

0.78

0.0

0.0

13

12

-0.28

0.0

0.0

13

0.17

0.0

0.0

14

14

0.18

0.0

0.0

15

-0.29

0.0

0.0

15

15

-0.39

0.0

0.0

16

0.51

0.0

0.0

16

17

2.91

0.0

0.0

18

-2.84

0.0

0.0

17

19

2.45

0.0

0.0

20

-2.37

0.0

0.0

18

21

1.91

0.0

0.0

22

-1.83

0.0

0.0

19

23

1.40

0.0

0.0

24

-1.31

0.0

0.0

20

25

0.93

0.0

0.0

26

-0.83

0.0

0.0

21

27

0.45

0.0

0.0

28

-0.35

0.0

0.0

22

29

0.08

0.0

0.0

30

0.03

0.0

0.0

23

19

-3.23

0.0

0.0

18

3.31

0.0

0.0

24

20

-3.05

0.0

0.0

21

2.97

0.0

0.0

25

22

-2.23

0.0

0.0

23

2.15

0.0

0.0

26

24

-1.51

0.0

0.0

25

1.42

0.0

0.0

27

26

-0.87

0.0

0.0

27

0.78

0.0

0.0

28

28

-0.28

0.0

0.0

29

0.17

0.0

0.0

29

30

0.18

0.0

0.0

31

-0.29

0.0

0.0

30

31

-0.39

0.0

0.0

16

0.51

0.0

0.0

31

18

2.02

-0.1

0.0

20

-2.02

0.0

-1.6

32

20

4.24

-0.1

1.6

22

-4.23

0.0

-4.0

33

22

5.78

-0.1

4.0

24

-5.78

0.0

-5.0

34

24

6.78

-0.1

5.0

26

-6.77

0.0

-5.6

35

26

7.31

0.0

5.6

28

-7.30

0.0

-5.6

36

28

7.45

0.0

5.6

30

-7.44

-0.1

-5.4

37

30

7.31

0.0

5.4

16

-7.30

-0.1

-2.7

38

16

7.30

-0.1

2.7

14

-7.31

0.0

-5.4

39

14

7.44

-0.1

5.4

12

-7.45

0.0

-5.6

40

12

7.30

0.0

5.6

10

-7.31

0.0

-5.6

41

10

6.77

0.0

5.6

8

-6.78

-0.1

-5.0

42

8

5.78

0.0

5.0

6

-5.78

-0.1

-4.0

43

6

4.23

0.0

4.0

4

-4.24

-0.1

-1.6

44

4

2.02

0.0

1.6

2

-2.02

-0.1

0.0

45

15

-7.42

-0.1

0.0

13

7.42

0.0

-6.5

46

13

-7.28

0.0

6.5

11

7.28

-0.1

-5.3

47

11

-6.75

-0.1

5.3

9

6.75

0.0

-5.6

48

9

-5.76

0.0

5.6

7

5.76

-0.1

-5.0

49

7

-4.22

0.0

5.0

5

4.22

-0.1

-4.0

50

5

-2.01

0.0

4.0

3

2.01

-0.1

-1.5

51

3

0.00

0.0

1.5

1

0.00

-0.1

0.0

52

31

-7.42

0.1

0.0

29

7.42

0.0

6.5

53

29

-7.28

0.0

-6.5

27

7.28

0.1

5.3

54

27

-6.75

0.1

-5.3

25

6.75

0.0

5.6

55

25

-5.76

0.0

-5.6

23

5.76

0.1

5.0

56

23

-4.22

0.0

-5.0

21

4.22

0.1

4.0

57

21

-2.01

0.0

-4.0

19

2.01

0.1

1.5

58

19

0.00

0.0

-1.5

17

0.00

0.1

0.0

59

15

-7.22

0.0

0.0

31

7.22

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

2.97

0.0

17

0.00

2.97

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

-0.3311

0.0000

-0.002846

2

-0.0646

-0.0014

-0.002839

3

-0.3311

-0.2119

-0.002784

4

-0.0542

-0.2132

-0.002772

5

-0.3216

-0.5040

-0.002496

6

-0.0510

-0.5051

-0.002477

7

-0.3017

-0.7557

-0.002068

8

-0.0584

-0.7565

-0.002044

9

-0.2744

-0.9571

-0.001572

10

-0.0746

-0.9576

-0.001547

11

-0.2428

-1.1007

-0.001074

12

-0.0975

-1.1010

-0.001039

13

-0.2084

-1.1900

-0.000534

14

-0.1258

-1.1900

-0.000532

15

-0.1725

-1.2258

-0.000190

16

-0.1655

-1.2264

0.000000

17

0.0000

0.0000

0.002846

18

-0.2665

-0.0014

0.002839

19

0.0000

-0.2119

0.002784

20

-0.2769

-0.2132

0.002772

21

-0.0095

-0.5040

0.002496

22

-0.2801

-0.5051

0.002477

23

-0.0294

-0.7557

0.002068

24

-0.2727

-0.7565

0.002044

25

-0.0567

-0.9571

0.001572

26

-0.2565

-0.9576

0.001547

27

-0.0883

-1.1007

0.001074

28

-0.2336

-1.1010

0.001039

29

-0.1226

-1.1900

0.000534

30

-0.2053

-1.1900

0.000532

31

-0.1586

-1.2258

0.000190

 

Classificação da Estrutura

 

Pavimento

Altura (cm)

Dxmáximo (cm)

Dxrelativo (cm)

NSd (kN)

FSd (kN)

B2

Deslocabilidade

8

10.80

-0.1655

0.0398

0.00

0.00

0.000

---

7

8.78

-0.2053

0.0283

-0.07

0.00

0.000

---

6

8.69

-0.2336

0.0229

-0.13

0.00

0.000

---

5

8.82

-0.2565

0.0162

-0.21

0.00

0.000

---

4

8.79

-0.2727

0.0074

-0.30

0.00

0.000

---

3

8.79

-0.2801

-0.0032

-0.41

0.00

0.000

---

2

6.00

-0.2769

-0.0104

-0.50

0.00

0.000

---

1

96.23

-0.2665

0.0646

-0.47

0.00

0.000

---

0

0.00

-0.3311

-0.3311

-0.97

0.00

0.000

---

 

Gama Z: 0.000



Caso Nº: 2 - Cargas Permanentes

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

14.41

0.0

0.0

2

-14.41

0.0

0.0

2

3

11.64

0.0

0.0

4

-11.64

0.0

0.0

3

5

9.04

0.0

0.0

6

-9.04

0.0

0.0

4

7

6.65

0.0

0.0

8

-6.65

0.0

0.0

5

9

4.45

0.0

0.0

10

-4.45

0.0

0.0

6

11

2.29

0.0

0.0

12

-2.29

0.0

0.0

7

13

0.67

0.0

0.0

14

-0.67

0.0

0.0

8

3

-14.72

0.0

0.0

2

14.72

0.0

0.0

9

4

-13.18

0.0

0.0

5

13.18

0.0

0.0

10

6

-9.34

0.0

0.0

7

9.34

0.0

0.0

11

8

-5.99

0.0

0.0

9

5.99

0.0

0.0

12

10

-3.11

0.0

0.0

11

3.11

0.0

0.0

13

12

-0.41

0.0

0.0

13

0.41

0.0

0.0

14

14

1.42

0.0

0.0

15

-1.42

0.0

0.0

15

15

-1.43

0.0

0.0

16

1.43

0.0

0.0

16

17

14.41

0.0

0.0

18

-14.41

0.0

0.0

17

19

11.64

0.0

0.0

20

-11.64

0.0

0.0

18

21

9.04

0.0

0.0

22

-9.04

0.0

0.0

19

23

6.65

0.0

0.0

24

-6.65

0.0

0.0

20

25

4.45

0.0

0.0

26

-4.45

0.0

0.0

21

27

2.29

0.0

0.0

28

-2.29

0.0

0.0

22

29

0.67

0.0

0.0

30

-0.67

0.0

0.0

23

19

-14.72

0.0

0.0

18

14.72

0.0

0.0

24

20

-13.18

0.0

0.0

21

13.18

0.0

0.0

25

22

-9.34

0.0

0.0

23

9.34

0.0

0.0

26

24

-5.99

0.0

0.0

25

5.99

0.0

0.0

27

26

-3.11

0.0

0.0

27

3.11

0.0

0.0

28

28

-0.41

0.0

0.0

29

0.41

0.0

0.0

29

30

1.42

0.0

0.0

31

-1.42

0.0

0.0

30

31

-1.43

0.0

0.0

16

1.43

0.0

0.0

31

18

9.10

-0.1

0.0

20

-9.10

0.1

-10.9

32

20

18.77

-0.1

10.9

22

-18.77

0.1

-21.9

33

22

25.36

0.0

21.9

24

-25.36

0.0

-26.1

34

24

29.43

0.0

26.1

26

-29.43

0.0

-28.1

35

26

31.43

0.0

28.1

28

-31.43

0.0

-27.4

36

28

31.69

0.0

27.4

30

-31.69

0.0

-27.7

37

30

30.82

0.1

27.7

16

-30.82

-0.1

-17.7

38

16

30.82

-0.1

17.7

14

-30.82

0.1

-27.7

39

14

31.69

0.0

27.7

12

-31.69

0.0

-27.4

40

12

31.43

0.0

27.4

10

-31.43

0.0

-28.1

41

10

29.43

0.0

28.1

8

-29.43

0.0

-26.1

42

8

25.36

0.0

26.1

6

-25.36

0.0

-21.9

43

6

18.77

0.1

21.9

4

-18.77

-0.1

-10.9

44

4

9.10

0.1

10.9

2

-9.10

-0.1

0.0

45

15

-31.59

-0.3

0.0

13

31.59

0.3

-32.8

46

13

-31.34

0.1

32.8

11

31.34

-0.1

-26.2

47

11

-29.33

0.0

26.2

9

29.33

0.0

-28.4

48

9

-25.27

0.0

28.4

7

25.27

0.0

-25.9

49

7

-18.70

0.0

25.9

5

18.70

0.0

-21.7

50

5

-9.06

0.1

21.7

3

9.06

-0.1

-10.4

51

3

0.00

0.1

10.4

1

0.00

-0.1

0.0

52

31

-31.59

0.3

0.0

29

31.59

-0.3

32.8

53

29

-31.34

-0.1

-32.8

27

31.34

0.1

26.2

54

27

-29.33

0.0

-26.2

25

29.33

0.0

28.4

55

25

-25.27

0.0

-28.4

23

25.27

0.0

25.9

56

23

-18.70

0.0

-25.9

21

18.70

0.0

21.7

57

21

-9.06

-0.1

-21.7

19

9.06

0.1

10.4

58

19

0.00

-0.1

-10.4

17

0.00

0.1

0.0

59

15

-30.53

0.0

0.0

31

30.53

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

14.55

0.0

17

0.00

14.55

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

-1.4363

0.0000

-0.012342

2

-0.2814

-0.0070

-0.012302

3

-1.4363

-0.9199

-0.012059

4

-0.2375

-0.9259

-0.012004

5

-1.3935

-2.1838

-0.010782

6

-0.2257

-2.1889

-0.010695

7

-1.3052

-3.2683

-0.008889

8

-0.2597

-3.2723

-0.008782

9

-1.1854

-4.1316

-0.006723

10

-0.3311

-4.1345

-0.006614

11

-1.0484

-4.7443

-0.004574

12

-0.4300

-4.7459

-0.004423

13

-0.9005

-5.1227

-0.002230

14

-0.5504

-5.1232

-0.002225

15

-0.7475

-5.2737

-0.000893

16

-0.7182

-5.2767

0.000000

17

0.0000

0.0000

0.012342

18

-1.1549

-0.0070

0.012302

19

0.0000

-0.9199

0.012059

20

-1.1989

-0.9259

0.012004

21

-0.0428

-2.1838

0.010782

22

-1.2106

-2.1889

0.010695

23

-0.1311

-3.2683

0.008889

24

-1.1767

-3.2723

0.008782

25

-0.2509

-4.1316

0.006723

26

-1.1052

-4.1345

0.006614

27

-0.3879

-4.7443

0.004574

28

-1.0063

-4.7459

0.004423

29

-0.5358

-5.1227

0.002230

30

-0.8859

-5.1232

0.002225

31

-0.6888

-5.2737

0.000893

 

Classificação da Estrutura

 

Pavimento

Altura (cm)

Dxmáximo (cm)

Dxrelativo (cm)

NSd (kN)

FSd (kN)

B2

Deslocabilidade

8

10.80

-0.7182

0.1678

-1.94

0.00

0.000

---

7

8.78

-0.8859

0.1204

-5.82

0.00

0.000

---

6

8.69

-1.0063

0.0989

-9.70

0.00

0.000

---

5

8.82

-1.1052

0.0715

-13.58

0.00

0.000

---

4

8.79

-1.1767

0.0339

-17.46

0.00

0.000

---

3

8.79

-1.2106

-0.0117

-21.34

0.00

0.000

---

2

6.00

-1.1989

-0.0439

-25.22

0.00

0.000

---

1

96.23

-1.1549

0.2814

-29.10

0.00

0.000

---

0

0.00

-1.4363

-1.4363

-29.10

0.00

0.000

---

 

Gama Z: 0.000



Caso Nº: 3 - Vento Compressão

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

21.25

0.0

0.0

2

-21.25

0.0

0.0

2

3

16.90

0.0

0.0

4

-16.90

0.0

0.0

3

5

12.82

0.0

0.0

6

-12.82

0.0

0.0

4

7

9.07

0.0

0.0

8

-9.07

0.0

0.0

5

9

5.60

0.0

0.0

10

-5.60

0.0

0.0

6

11

2.23

0.0

0.0

12

-2.23

0.0

0.0

7

13

-0.42

0.0

0.0

14

0.42

0.0

0.0

8

3

-21.36

0.0

0.0

2

21.36

0.0

0.0

9

4

-18.69

0.0

0.0

5

18.69

0.0

0.0

10

6

-12.73

0.0

0.0

7

12.73

0.0

0.0

11

8

-7.53

0.0

0.0

9

7.53

0.0

0.0

12

10

-3.05

0.0

0.0

11

3.05

0.0

0.0

13

12

1.12

0.0

0.0

13

-1.12

0.0

0.0

14

14

4.13

0.0

0.0

15

-4.13

0.0

0.0

15

15

-3.70

0.0

0.0

16

3.70

0.0

0.0

16

17

14.66

0.0

0.0

18

-14.66

0.0

0.0

17

19

12.20

0.0

0.0

20

-12.20

0.0

0.0

18

21

9.89

0.0

0.0

22

-9.89

0.0

0.0

19

23

7.77

0.0

0.0

24

-7.77

0.0

0.0

20

25

5.83

0.0

0.0

26

-5.83

0.0

0.0

21

27

3.90

0.0

0.0

28

-3.90

0.0

0.0

22

29

2.61

0.0

0.0

30

-2.61

0.0

0.0

23

19

-15.44

0.0

0.0

18

15.44

0.0

0.0

24

20

-14.42

0.0

0.0

21

14.42

0.0

0.0

25

22

-10.92

0.0

0.0

23

10.92

0.0

0.0

26

24

-7.86

0.0

0.0

25

7.86

0.0

0.0

27

26

-5.25

0.0

0.0

27

5.25

0.0

0.0

28

28

-2.78

0.0

0.0

29

2.78

0.0

0.0

29

30

-1.34

0.0

0.0

31

1.34

0.0

0.0

30

31

0.71

0.0

0.0

16

-0.71

0.0

0.0

31

18

9.54

-0.1

0.0

20

-9.54

0.1

-11.2

32

20

20.13

-0.1

11.2

22

-20.13

0.1

-23.4

33

22

27.83

0.0

23.4

24

-27.83

0.0

-28.5

34

24

33.17

0.0

28.5

26

-33.17

0.0

-31.6

35

26

36.57

0.0

31.6

28

-36.57

0.0

-31.7

36

28

38.31

0.0

31.7

30

-38.31

0.0

-33.6

37

30

39.12

0.1

33.6

16

-39.12

-0.1

-22.9

38

16

39.74

-0.1

22.9

14

-39.74

0.1

-36.8

39

14

42.29

0.0

36.8

12

-42.29

0.0

-37.7

40

12

42.99

0.0

37.7

10

-42.99

0.0

-39.2

41

10

41.02

0.0

39.2

8

-41.02

0.0

-37.0

42

8

35.90

0.0

37.0

6

-35.90

0.0

-31.5

43

6

26.92

0.1

31.5

4

-26.92

-0.1

-16.1

44

4

13.20

0.2

16.1

2

-13.20

-0.2

0.0

45

15

-42.15

-0.4

0.0

13

42.15

0.4

-43.6

46

13

-42.85

0.1

43.6

11

42.85

-0.1

-36.1

47

11

-40.89

0.0

36.1

9

40.89

0.0

-39.7

48

9

-35.78

0.0

39.7

7

35.78

0.0

-36.8

49

7

-26.83

0.0

36.8

5

26.83

0.0

-31.3

50

5

-13.14

0.1

31.3

3

13.14

-0.1

-15.3

51

3

0.00

0.2

15.3

1

0.00

-0.2

0.0

52

31

-38.19

0.4

0.0

29

38.19

-0.4

39.7

53

29

-36.45

-0.1

-39.7

27

36.45

0.1

30.2

54

27

-33.06

0.0

-30.2

25

33.06

0.0

31.9

55

25

-27.74

0.0

-31.9

23

27.74

0.0

28.2

56

23

-20.06

0.0

-28.2

21

20.06

0.0

23.2

57

21

-9.50

-0.1

-23.2

19

9.50

0.1

10.6

58

19

0.00

-0.1

-10.6

17

0.00

0.1

0.0

59

15

-39.10

0.0

0.0

31

39.10

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

21.45

0.0

17

0.00

14.81

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

-1.8135

0.0000

-0.016425

2

-0.2807

-0.0103

-0.016365

3

-1.8135

-1.2232

-0.016009

4

-0.2259

-1.2319

-0.015928

5

-1.7514

-2.8933

-0.014157

6

-0.2205

-2.9004

-0.014031

7

-1.6247

-4.3051

-0.011452

8

-0.2785

-4.3106

-0.011300

9

-1.4551

-5.4027

-0.008401

10

-0.3865

-5.4063

-0.008248

11

-1.2641

-6.1516

-0.005418

12

-0.5289

-6.1531

-0.005212

13

-1.0619

-6.5782

-0.002249

14

-0.6958

-6.5779

-0.002242

15

-0.8577

-6.6980

-0.000469

16

-0.9193

-6.6862

0.000685

17

0.0000

0.0000

0.014744

18

-1.3851

-0.0071

0.014706

19

0.0000

-1.1002

0.014456

20

-1.4420

-1.1064

0.014401

21

-0.0449

-2.6250

0.013113

22

-1.4681

-2.6305

0.013022

23

-0.1396

-3.9582

0.011071

24

-1.4423

-3.9629

0.010955

25

-0.2711

-5.0503

0.008673

26

-1.3713

-5.0541

0.008552

27

-0.4256

-5.8594

0.006230

28

-1.2639

-5.8621

0.006055

29

-0.5976

-6.3983

0.003454

30

-1.1250

-6.4002

0.003454

31

-0.7825

-6.6661

0.001835

 

Classificação da Estrutura

 

Pavimento

Altura (cm)

Dxmáximo (cm)

Dxrelativo (cm)

NSd (kN)

FSd (kN)

B2

Deslocabilidade

8

10.80

-0.9193

0.2057

-3.15

0.00

0.000

---

7

8.78

-1.1250

0.1389

-7.88

0.00

0.000

---

6

8.69

-1.2639

0.1073

-12.61

0.00

0.000

---

5

8.82

-1.3713

0.0710

-17.34

0.00

0.000

---

4

8.79

-1.4423

0.0258

-22.07

0.00

0.000

---

3

8.79

-1.4681

-0.0261

-26.80

0.00

0.000

---

2

6.00

-1.4420

-0.0569

-31.53

0.00

0.000

---

1

96.23

-1.3851

0.4284

-36.26

0.00

0.000

---

0

0.00

-1.8135

-1.8135

-36.26

0.00

0.000

---

 

Gama Z: 0.000



Caso Nº: 4 - Vento Sucção

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

-21.25

0.0

0.0

2

21.25

0.0

0.0

2

3

-16.90

0.0

0.0

4

16.90

0.0

0.0

3

5

-12.82

0.0

0.0

6

12.82

0.0

0.0

4

7

-9.07

0.0

0.0

8

9.07

0.0

0.0

5

9

-5.60

0.0

0.0

10

5.60

0.0

0.0

6

11

-2.23

0.0

0.0

12

2.23

0.0

0.0

7

13

0.42

0.0

0.0

14

-0.42

0.0

0.0

8

3

21.36

0.0

0.0

2

-21.36

0.0

0.0

9

4

18.69

0.0

0.0

5

-18.69

0.0

0.0

10

6

12.73

0.0

0.0

7

-12.73

0.0

0.0

11

8

7.53

0.0

0.0

9

-7.53

0.0

0.0

12

10

3.05

0.0

0.0

11

-3.05

0.0

0.0

13

12

-1.12

0.0

0.0

13

1.12

0.0

0.0

14

14

-4.13

0.0

0.0

15

4.13

0.0

0.0

15

15

3.70

0.0

0.0

16

-3.70

0.0

0.0

16

17

-14.66

0.0

0.0

18

14.66

0.0

0.0

17

19

-12.20

0.0

0.0

20

12.20

0.0

0.0

18

21

-9.89

0.0

0.0

22

9.89

0.0

0.0

19

23

-7.77

0.0

0.0

24

7.77

0.0

0.0

20

25

-5.83

0.0

0.0

26

5.83

0.0

0.0

21

27

-3.90

0.0

0.0

28

3.90

0.0

0.0

22

29

-2.61

0.0

0.0

30

2.61

0.0

0.0

23

19

15.44

0.0

0.0

18

-15.44

0.0

0.0

24

20

14.42

0.0

0.0

21

-14.42

0.0

0.0

25

22

10.92

0.0

0.0

23

-10.92

0.0

0.0

26

24

7.86

0.0

0.0

25

-7.86

0.0

0.0

27

26

5.25

0.0

0.0

27

-5.25

0.0

0.0

28

28

2.78

0.0

0.0

29

-2.78

0.0

0.0

29

30

1.34

0.0

0.0

31

-1.34

0.0

0.0

30

31

-0.71

0.0

0.0

16

0.71

0.0

0.0

31

18

-9.54

0.1

0.0

20

9.54

-0.1

11.2

32

20

-20.13

0.1

-11.2

22

20.13

-0.1

23.4

33

22

-27.83

0.0

-23.4

24

27.83

0.0

28.5

34

24

-33.17

0.0

-28.5

26

33.17

0.0

31.6

35

26

-36.57

0.0

-31.6

28

36.57

0.0

31.7

36

28

-38.31

0.0

-31.7

30

38.31

0.0

33.6

37

30

-39.12

-0.1

-33.6

16

39.12

0.1

22.9

38

16

-39.74

0.1

-22.9

14

39.74

-0.1

36.8

39

14

-42.29

0.0

-36.8

12

42.29

0.0

37.7

40

12

-42.99

0.0

-37.7

10

42.99

0.0

39.2

41

10

-41.02

0.0

-39.2

8

41.02

0.0

37.0

42

8

-35.90

0.0

-37.0

6

35.90

0.0

31.5

43

6

-26.92

-0.1

-31.5

4

26.92

0.1

16.1

44

4

-13.20

-0.2

-16.1

2

13.20

0.2

0.0

45

15

42.15

0.4

0.0

13

-42.15

-0.4

43.6

46

13

42.85

-0.1

-43.6

11

-42.85

0.1

36.1

47

11

40.89

0.0

-36.1

9

-40.89

0.0

39.7

48

9

35.78

0.0

-39.7

7

-35.78

0.0

36.8

49

7

26.83

0.0

-36.8

5

-26.83

0.0

31.3

50

5

13.14

-0.1

-31.3

3

-13.14

0.1

15.3

51

3

0.00

-0.2

-15.3

1

0.00

0.2

0.0

52

31

38.19

-0.4

0.0

29

-38.19

0.4

-39.7

53

29

36.45

0.1

39.7

27

-36.45

-0.1

-30.2

54

27

33.06

0.0

30.2

25

-33.06

0.0

-31.9

55

25

27.74

0.0

31.9

23

-27.74

0.0

-28.2

56

23

20.06

0.0

28.2

21

-20.06

0.0

-23.2

57

21

9.50

0.1

23.2

19

-9.50

-0.1

-10.6

58

19

0.00

0.1

10.6

17

0.00

-0.1

0.0

59

15

39.10

0.0

0.0

31

-39.10

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

-21.45

0.0

17

0.00

-14.81

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

1.8135

0.0000

0.016425

2

0.2807

0.0103

0.016365

3

1.8135

1.2232

0.016009

4

0.2259

1.2319

0.015928

5

1.7514

2.8933

0.014157

6

0.2205

2.9004

0.014031

7

1.6247

4.3051

0.011452

8

0.2785

4.3106

0.011300

9

1.4551

5.4027

0.008401

10

0.3865

5.4063

0.008248

11

1.2641

6.1516

0.005418

12

0.5289

6.1531

0.005212

13

1.0619

6.5782

0.002249

14

0.6958

6.5779

0.002242

15

0.8577

6.6980

0.000469

16

0.9193

6.6862

-0.000685

17

0.0000

0.0000

-0.014744

18

1.3851

0.0071

-0.014706

19

0.0000

1.1002

-0.014456

20

1.4420

1.1064

-0.014401

21

0.0449

2.6250

-0.013113

22

1.4681

2.6305

-0.013022

23

0.1396

3.9582

-0.011071

24

1.4423

3.9629

-0.010955

25

0.2711

5.0503

-0.008673

26

1.3713

5.0541

-0.008552

27

0.4256

5.8594

-0.006230

28

1.2639

5.8621

-0.006055

29

0.5976

6.3983

-0.003454

30

1.1250

6.4002

-0.003454

31

0.7825

6.6661

-0.001835

 

Classificação da Estrutura

 

Pavimento

Altura (cm)

Dxmáximo (cm)

Dxrelativo (cm)

NSd (kN)

FSd (kN)

B2

Deslocabilidade

8

10.80

0.9193

-0.2057

3.15

0.00

0.000

---

7

8.78

1.1250

-0.1389

7.88

0.00

0.000

---

6

8.69

1.2639

-0.1073

12.61

0.00

0.000

---

5

8.82

1.3713

-0.0710

17.34

0.00

0.000

---

4

8.79

1.4423

-0.0258

22.07

0.00

0.000

---

3

8.79

1.4681

0.0261

26.80

0.00

0.000

---

2

6.00

1.4420

0.0569

31.53

0.00

0.000

---

1

96.23

1.3851

-0.4284

36.26

0.00

0.000

---

0

0.00

1.8135

1.8135

36.26

0.00

0.000

---

 

Gama Z: 0.000



Caso Nº: 5 - Vento S+C

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

-6.66

0.0

0.0

2

6.66

0.0

0.0

2

3

-4.75

0.0

0.0

4

4.75

0.0

0.0

3

5

-2.98

0.0

0.0

6

2.98

0.0

0.0

4

7

-1.33

0.0

0.0

8

1.33

0.0

0.0

5

9

0.21

0.0

0.0

10

-0.21

0.0

0.0

6

11

1.67

0.0

0.0

12

-1.67

0.0

0.0

7

13

3.03

0.0

0.0

14

-3.03

0.0

0.0

8

3

5.99

0.0

0.0

2

-5.99

0.0

0.0

9

4

4.33

0.0

0.0

5

-4.33

0.0

0.0

10

6

1.86

0.0

0.0

7

-1.86

0.0

0.0

11

8

-0.30

0.0

0.0

9

0.30

0.0

0.0

12

10

-2.19

0.0

0.0

11

2.19

0.0

0.0

13

12

-3.90

0.0

0.0

13

3.90

0.0

0.0

14

14

-5.48

0.0

0.0

15

5.48

0.0

0.0

15

15

5.43

0.0

0.0

16

-5.43

0.0

0.0

16

17

6.66

0.0

0.0

18

-6.66

0.0

0.0

17

19

4.75

0.0

0.0

20

-4.75

0.0

0.0

18

21

2.98

0.0

0.0

22

-2.98

0.0

0.0

19

23

1.33

0.0

0.0

24

-1.33

0.0

0.0

20

25

-0.21

0.0

0.0

26

0.21

0.0

0.0

21

27

-1.67

0.0

0.0

28

1.67

0.0

0.0

22

29

-3.03

0.0

0.0

30

3.03

0.0

0.0

23

19

-5.99

0.0

0.0

18

5.99

0.0

0.0

24

20

-4.33

0.0

0.0

21

4.33

0.0

0.0

25

22

-1.86

0.0

0.0

23

1.86

0.0

0.0

26

24

0.30

0.0

0.0

25

-0.30

0.0

0.0

27

26

2.19

0.0

0.0

27

-2.19

0.0

0.0

28

28

3.90

0.0

0.0

29

-3.90

0.0

0.0

29

30

5.48

0.0

0.0

31

-5.48

0.0

0.0

30

31

-5.43

0.0

0.0

16

5.43

0.0

0.0

31

18

3.70

-0.1

0.0

20

-3.70

0.1

-4.9

32

20

6.88

0.0

4.9

22

-6.88

0.0

-8.2

33

22

8.19

0.0

8.2

24

-8.19

0.0

-8.7

34

24

7.99

0.0

8.7

26

-7.99

0.0

-7.8

35

26

6.57

0.0

7.8

28

-6.57

0.0

-6.1

36

28

4.13

0.0

6.1

30

-4.13

0.0

-3.5

37

30

0.77

0.0

3.5

16

-0.77

0.0

0.0

38

16

-0.77

0.0

0.0

14

0.77

0.0

3.5

39

14

-4.13

0.0

-3.5

12

4.13

0.0

6.1

40

12

-6.57

0.0

-6.1

10

6.57

0.0

7.8

41

10

-7.99

0.0

-7.8

8

7.99

0.0

8.7

42

8

-8.19

0.0

-8.7

6

8.19

0.0

8.2

43

6

-6.88

0.0

-8.2

4

6.88

0.0

4.9

44

4

-3.70

-0.1

-4.9

2

3.70

0.1

0.0

45

15

4.11

0.0

0.0

13

-4.11

0.0

4.1

46

13

6.55

0.0

-4.1

11

-6.55

0.0

6.1

47

11

7.96

0.0

-6.1

9

-7.96

0.0

7.9

48

9

8.16

0.0

-7.9

7

-8.16

0.0

8.7

49

7

6.86

0.0

-8.7

5

-6.86

0.0

8.2

50

5

3.68

0.0

-8.2

3

-3.68

0.0

4.8

51

3

0.00

-0.1

-4.8

1

0.00

0.1

0.0

52

31

-4.11

0.0

0.0

29

4.11

0.0

4.1

53

29

-6.55

0.0

-4.1

27

6.55

0.0

6.1

54

27

-7.96

0.0

-6.1

25

7.96

0.0

7.9

55

25

-8.16

0.0

-7.9

23

8.16

0.0

8.7

56

23

-6.86

0.0

-8.7

21

6.86

0.0

8.2

57

21

-3.68

0.0

-8.2

19

3.68

0.0

4.8

58

19

0.00

-0.1

-4.8

17

0.00

0.1

0.0

59

15

0.00

0.0

0.0

31

0.00

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

-6.72

0.0

17

0.00

6.72

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

0.0000

0.0000

0.001708

2

-0.1501

0.0032

0.001686

3

0.0000

0.1251

0.001579

4

-0.1480

0.1275

0.001553

5

-0.0174

0.2728

0.001063

6

-0.1271

0.2745

0.001029

7

-0.0498

0.3531

0.000391

8

-0.0945

0.3539

0.000354

9

-0.0885

0.3591

-0.000272

10

-0.0568

0.3590

-0.000305

11

-0.1257

0.2983

-0.000823

12

-0.0210

0.2972

-0.000854

13

-0.1566

0.1843

-0.001227

14

0.0078

0.1821

-0.001236

15

-0.1765

0.0334

-0.001394

16

0.0268

0.0000

-0.001407

17

0.0000

0.0000

0.001708

18

-0.1501

-0.0032

0.001686

19

0.0000

-0.1251

0.001579

20

-0.1480

-0.1275

0.001553

21

-0.0174

-0.2728

0.001063

22

-0.1271

-0.2745

0.001029

23

-0.0498

-0.3531

0.000391

24

-0.0945

-0.3539

0.000354

25

-0.0885

-0.3591

-0.000272

26

-0.0568

-0.3590

-0.000305

27

-0.1257

-0.2983

-0.000823

28

-0.0210

-0.2972

-0.000854

29

-0.1566

-0.1843

-0.001227

30

0.0078

-0.1821

-0.001236

31

-0.1765

-0.0334

-0.001394

 

Classificação da Estrutura

 

Pavimento

Altura (cm)

Dxmáximo (cm)

Dxrelativo (cm)

NSd (kN)

FSd (kN)

B2

Deslocabilidade

8

10.80

0.0268

0.0190

0.00

0.00

0.000

---

7

8.78

0.0078

0.0288

0.00

0.00

0.000

---

6

8.69

-0.0210

0.0358

0.00

0.00

0.000

---

5

8.82

-0.0568

0.0377

0.00

0.00

0.000

---

4

8.79

-0.0945

0.0326

0.00

0.00

0.000

---

3

8.79

-0.1271

0.0210

0.00

0.00

0.000

---

2

6.00

-0.1480

0.0021

0.00

0.00

0.000

---

1

96.23

-0.1501

0.0264

0.00

0.00

0.000

---

0

0.00

-0.1765

-0.1765

0.00

0.00

0.000

---

 

Gama Z: 0.000



Resultados das Combinações de Carregamentos

 

Combinação Nº: 1 - PP + CP + V Comp

 

+ 1.25 Peso Próprio + 1.40 Cargas Permanentes + 0.84 Vento Compressão

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

41.67

0.0

0.0

2

-41.58

0.0

0.0

2

3

33.54

0.0

0.0

4

-33.45

0.0

0.0

3

5

25.81

0.0

0.0

6

-25.70

0.0

0.0

4

7

18.68

0.0

0.0

8

-18.57

0.0

0.0

5

9

12.09

0.0

0.0

10

-11.97

0.0

0.0

6

11

5.64

0.0

0.0

12

-5.51

0.0

0.0

7

13

0.69

0.0

0.0

14

-0.55

0.0

0.0

8

3

-42.59

0.0

0.0

2

42.68

0.0

0.0

9

4

-37.96

0.1

0.0

5

37.86

0.1

0.0

10

6

-26.56

0.1

0.0

7

26.45

0.1

0.0

11

8

-16.60

0.1

0.0

9

16.48

0.1

0.0

12

10

-8.00

0.1

0.0

11

7.88

0.1

0.0

13

12

0.02

0.1

0.0

13

-0.15

0.1

0.0

14

14

5.67

0.1

0.0

15

-5.81

0.1

0.0

15

15

-5.58

0.0

0.0

16

5.73

0.0

0.0

16

17

36.14

0.0

0.0

18

-36.04

0.0

0.0

17

19

29.60

0.0

0.0

20

-29.50

0.0

0.0

18

21

23.34

0.0

0.0

22

-23.24

0.0

0.0

19

23

17.59

0.0

0.0

24

-17.47

0.0

0.0

20

25

12.28

0.0

0.0

26

-12.16

0.0

0.0

21

27

7.05

0.0

0.0

28

-6.92

0.0

0.0

22

29

3.23

0.0

0.0

30

-3.09

0.0

0.0

23

19

-37.62

0.0

0.0

18

37.71

0.0

0.0

24

20

-34.37

-0.1

0.0

21

34.27

-0.1

0.0

25

22

-25.03

-0.1

0.0

23

24.93

-0.1

0.0

26

24

-16.87

-0.1

0.0

25

16.76

-0.1

0.0

27

26

-9.85

-0.1

0.0

27

9.72

-0.1

0.0

28

28

-3.26

-0.1

0.0

29

3.13

-0.1

0.0

29

30

1.08

-0.1

0.0

31

-1.22

-0.1

0.0

30

31

-1.88

0.0

0.0

16

2.03

0.0

0.0

31

18

23.28

-0.4

0.0

20

-23.27

0.3

-26.7

32

20

48.49

-0.3

26.7

22

-48.48

0.2

-55.3

33

22

66.11

-0.2

55.3

24

-66.10

0.0

-66.7

34

24

77.53

-0.1

66.7

26

-77.52

0.0

-72.8

35

26

83.87

-0.1

72.8

28

-83.86

-0.1

-72.0

36

28

85.87

-0.1

72.0

30

-85.86

0.0

-73.8

37

30

85.15

0.1

73.8

16

-85.14

-0.3

-47.4

38

16

85.66

-0.3

47.4

14

-85.67

0.1

-76.5

39

14

89.20

-0.1

76.5

12

-89.21

-0.1

-77.0

40

12

89.25

-0.1

77.0

10

-89.26

0.0

-79.3

41

10

84.11

0.0

79.3

8

-84.12

-0.1

-73.8

42

8

72.88

0.0

73.8

6

-72.89

-0.2

-62.1

43

6

54.18

0.2

62.1

4

-54.19

-0.3

-30.8

44

4

26.34

0.4

30.8

2

-26.35

-0.5

0.0

45

15

-88.92

-0.9

0.0

13

88.92

0.7

-90.7

46

13

-88.97

0.1

90.7

11

88.97

-0.2

-73.7

47

11

-83.85

-0.1

73.7

9

83.85

0.0

-80.2

48

9

-72.64

0.0

80.2

7

72.64

-0.1

-73.3

49

7

-53.99

0.0

73.3

5

53.99

-0.2

-61.7

50

5

-26.23

0.2

61.7

3

26.23

-0.4

-29.2

51

3

0.00

0.3

29.2

1

0.00

-0.4

0.0

52

31

-85.59

0.8

0.0

29

85.59

-0.7

87.4

53

29

-83.60

-0.1

-87.4

27

83.60

0.2

68.7

54

27

-77.28

0.1

-68.7

25

77.28

0.0

73.6

55

25

-65.89

0.0

-73.6

23

65.89

0.1

66.1

56

23

-48.31

0.0

-66.1

21

48.31

0.2

54.9

57

21

-23.17

-0.2

-54.9

19

23.17

0.3

25.3

58

19

0.00

-0.3

-25.3

17

0.00

0.4

0.0

59

15

-84.61

0.0

0.0

31

84.61

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

42.10

0.0

17

0.00

36.51

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

-3.9481

0.0000

-0.034634

2

-0.7105

-0.0202

-0.034519

3

-3.9481

-2.5803

-0.033811

4

-0.5900

-2.5975

-0.033652

5

-3.8242

-6.1179

-0.030107

6

-0.5651

-6.1323

-0.029856

7

-3.5692

-9.1367

-0.024651

8

-0.6704

-9.1480

-0.024343

9

-3.2249

-11.5191

-0.018436

10

-0.8816

-11.5269

-0.018123

11

-2.8332

-13.1856

-0.012298

12

-1.1683

-13.1895

-0.011870

13

-2.4133

-14.1853

-0.005678

14

-1.5123

-14.1858

-0.005663

15

-1.9826

-14.5420

-0.001882

16

-1.9846

-14.5372

0.000575

17

0.0000

0.0000

0.033222

18

-3.1136

-0.0175

0.033125

19

0.0000

-2.4769

0.032506

20

-3.2358

-2.4921

0.032369

21

-0.1095

-5.8925

0.029231

22

-3.2782

-5.9055

0.029008

23

-0.3376

-8.8453

0.024331

24

-3.1998

-8.8559

0.024054

25

-0.6499

-11.2231

0.018664

26

-3.0198

-11.2310

0.018379

27

-1.0109

-12.9402

0.012980

28

-2.7625

-12.9450

0.012579

29

-1.4054

-14.0342

0.006690

30

-2.4420

-14.0366

0.006681

31

-1.8200

-14.5153

0.003030



Combinação Nº: 2 - PP + CP + VSucção

 

+ 1.25 Peso Próprio + 1.40 Cargas Permanentes + 0.84 Vento Sucção

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

5.97

0.0

0.0

2

-5.88

0.0

0.0

2

3

5.16

0.0

0.0

4

-5.06

0.0

0.0

3

5

4.27

0.0

0.0

6

-4.17

0.0

0.0

4

7

3.45

0.0

0.0

8

-3.33

0.0

0.0

5

9

2.68

0.0

0.0

10

-2.56

0.0

0.0

6

11

1.91

0.0

0.0

12

-1.78

0.0

0.0

7

13

1.39

0.0

0.0

14

-1.25

0.0

0.0

8

3

-6.71

0.0

0.0

2

6.80

0.0

0.0

9

4

-6.56

0.1

0.0

5

6.47

0.1

0.0

10

6

-5.17

0.1

0.0

7

5.07

0.1

0.0

11

8

-3.94

0.1

0.0

9

3.83

0.1

0.0

12

10

-2.88

0.1

0.0

11

2.76

0.1

0.0

13

12

-1.86

0.1

0.0

13

1.73

0.1

0.0

14

14

-1.27

0.1

0.0

15

1.13

0.1

0.0

15

15

0.63

0.0

0.0

16

-0.48

0.0

0.0

16

17

11.50

0.0

0.0

18

-11.41

0.0

0.0

17

19

9.10

0.0

0.0

20

-9.00

0.0

0.0

18

21

6.74

0.0

0.0

22

-6.63

0.0

0.0

19

23

4.54

0.0

0.0

24

-4.42

0.0

0.0

20

25

2.49

0.0

0.0

26

-2.36

0.0

0.0

21

27

0.50

0.0

0.0

28

-0.37

0.0

0.0

22

29

-1.15

0.0

0.0

30

1.29

0.0

0.0

23

19

-11.67

0.0

0.0

18

11.77

0.0

0.0

24

20

-10.15

-0.1

0.0

21

10.05

-0.1

0.0

25

22

-6.70

-0.1

0.0

23

6.59

-0.1

0.0

26

24

-3.67

-0.1

0.0

25

3.55

-0.1

0.0

27

26

-1.03

-0.1

0.0

27

0.91

-0.1

0.0

28

28

1.41

-0.1

0.0

29

-1.54

-0.1

0.0

29

30

3.33

-0.1

0.0

31

-3.46

-0.1

0.0

30

31

-3.08

0.0

0.0

16

3.23

0.0

0.0

31

18

7.25

-0.1

0.0

20

-7.24

0.1

-7.9

32

20

14.67

-0.1

7.9

22

-14.66

0.0

-16.0

33

22

19.35

-0.1

16.0

24

-19.34

0.0

-18.9

34

24

21.81

-0.1

18.9

26

-21.80

-0.1

-19.8

35

26

22.43

-0.1

19.8

28

-22.42

-0.1

-18.7

36

28

21.51

0.0

18.7

30

-21.50

-0.1

-17.4

37

30

19.42

0.0

17.4

16

-19.41

-0.1

-8.9

38

16

18.89

-0.1

8.9

14

-18.90

0.0

-14.6

39

14

18.16

-0.1

14.6

12

-18.17

-0.1

-13.7

40

12

17.03

-0.1

13.7

10

-17.04

-0.1

-13.3

41

10

15.21

0.0

13.3

8

-15.22

-0.1

-11.7

42

8

12.57

0.0

11.7

6

-12.58

-0.1

-9.2

43

6

8.95

0.0

9.2

4

-8.96

-0.1

-3.8

44

4

4.17

0.0

3.8

2

-4.18

-0.1

0.0

45

15

-18.10

-0.2

0.0

13

18.10

0.1

-17.4

46

13

-16.98

0.0

17.4

11

16.98

-0.1

-13.0

47

11

-15.16

-0.1

13.0

9

15.16

-0.1

-13.5

48

9

-12.53

0.0

13.5

7

12.53

-0.1

-11.6

49

7

-8.93

0.0

11.6

5

8.93

-0.1

-9.1

50

5

-4.15

0.0

9.1

3

4.15

-0.1

-3.5

51

3

0.00

0.0

3.5

1

0.00

-0.1

0.0

52

31

-21.44

0.2

0.0

29

21.44

-0.1

20.7

53

29

-22.36

0.0

-20.7

27

22.36

0.1

18.0

54

27

-21.73

0.1

-18.0

25

21.73

0.0

20.0

55

25

-19.28

0.1

-20.0

23

19.28

0.1

18.8

56

23

-14.61

0.0

-18.8

21

14.61

0.1

15.9

57

21

-7.21

0.0

-15.9

19

7.21

0.1

7.5

58

19

0.00

-0.1

-7.5

17

0.00

0.1

0.0

59

15

-18.92

0.0

0.0

31

18.92

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

6.06

0.0

17

0.00

11.64

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

-0.9015

0.0000

-0.007040

2

-0.2389

-0.0029

-0.007025

3

-0.9015

-0.5253

-0.006916

4

-0.2105

-0.5279

-0.006892

5

-0.8819

-1.2572

-0.006324

6

-0.1946

-1.2596

-0.006283

7

-0.8397

-1.9041

-0.005412

8

-0.2026

-1.9062

-0.005359

9

-0.7803

-2.4426

-0.004322

10

-0.2322

-2.4443

-0.004267

11

-0.7095

-2.8509

-0.003195

12

-0.2797

-2.8522

-0.003114

13

-0.6294

-3.1340

-0.001900

14

-0.3433

-3.1349

-0.001896

15

-0.5417

-3.2894

-0.001094

16

-0.4402

-3.3043

-0.000575

17

0.0000

0.0000

0.008452

18

-0.7866

-0.0056

0.008419

19

0.0000

-0.6286

0.008220

20

-0.8133

-0.6333

0.008176

21

-0.0341

-1.4826

0.007200

22

-0.8118

-1.4863

0.007131

23

-0.1031

-2.1955

0.005731

24

-0.7767

-2.1982

0.005649

25

-0.1945

-2.7385

0.004094

26

-0.7160

-2.7401

0.004011

27

-0.2960

-3.0963

0.002513

28

-0.6391

-3.0966

0.002406

29

-0.4015

-3.2850

0.000887

30

-0.5520

-3.2841

0.000879

31

-0.5053

-3.3162

-0.000053



Combinação Nº: 3 - PP + CP + VSC

 

+ 1.25 Peso Próprio + 1.40 Cargas Permanentes + 0.84 Vento S+C

 

Esforços nas Barras

 

Barra

Nó inicial

Normal (kN)

Cortante (kN)

Momento (kN.cm)

Nó final

Normal (kN)

Cortante (kN)

Momento (kN.cm)

1

1

18.23

0.0

0.0

2

-18.13

0.0

0.0

2

3

15.36

0.0

0.0

4

-15.26

0.0

0.0

3

5

12.54

0.0

0.0

6

-12.43

0.0

0.0

4

7

9.94

0.0

0.0

8

-9.83

0.0

0.0

5

9

7.56

0.0

0.0

10

-7.44

0.0

0.0

6

11

5.18

0.0

0.0

12

-5.05

0.0

0.0

7

13

3.58

0.0

0.0

14

-3.44

0.0

0.0

8

3

-19.62

0.0

0.0

2

19.71

0.0

0.0

9

4

-18.62

0.1

0.0

5

18.52

0.1

0.0

10

6

-14.30

0.1

0.0

7

14.20

0.1

0.0

11

8

-10.52

0.1

0.0

9

10.41

0.1

0.0

12

10

-7.28

0.1

0.0

11

7.15

0.1

0.0

13

12

-4.20

0.1

0.0

13

4.07

0.1

0.0

14

14

-2.40

0.1

0.0

15

2.26

0.1

0.0

15

15

2.08

0.0

0.0

16

-1.93

0.0

0.0

16

17

29.41

0.0

0.0

18

-29.32

0.0

0.0

17

19

23.34

0.0

0.0

20

-23.24

0.0

0.0

18

21

17.54

0.0

0.0

22

-17.44

0.0

0.0

19

23

12.18

0.0

0.0

24

-12.07

0.0

0.0

20

25

7.21

0.0

0.0

26

-7.09

0.0

0.0

21

27

2.37

0.0

0.0

28

-2.24

0.0

0.0

22

29

-1.50

0.0

0.0

30

1.64

0.0

0.0

23

19

-29.68

0.0

0.0

18

29.77

0.0

0.0

24

20

-25.90

-0.1

0.0

21

25.80

-0.1

0.0

25

22

-17.43

-0.1

0.0

23

17.32

-0.1

0.0

26

24

-10.02

-0.1

0.0

25

9.90

-0.1

0.0

27

26

-3.60

-0.1

0.0

27

3.48

-0.1

0.0

28

28

2.35

-0.1

0.0

29

-2.48

-0.1

0.0

29

30

6.80

-0.1

0.0

31

-6.94

-0.1

0.0

30

31

-7.04

0.0

0.0

16

7.19

0.0

0.0

31

18

18.37

-0.3

0.0

20

-18.36

0.2

-21.4

32

20

37.36

-0.3

21.4

22

-37.35

0.1

-42.6

33

22

49.61

-0.1

42.6

24

-49.60

0.0

-50.1

34

24

56.38

-0.1

50.1

26

-56.37

0.0

-52.9

35

26

58.67

0.0

52.9

28

-58.66

-0.1

-50.5

36

28

57.15

0.0

50.5

30

-57.14

-0.1

-48.5

37

30

52.93

0.1

48.5

16

-52.92

-0.2

-28.1

38

16

51.63

-0.2

28.1

14

-51.64

0.0

-42.6

39

14

50.21

0.0

42.6

12

-50.22

-0.1

-40.2

40

12

47.62

-0.1

40.2

10

-47.63

-0.1

-39.7

41

10

42.95

0.0

39.7

8

-42.96

-0.1

-35.5

42

8

35.84

0.0

35.5

6

-35.85

-0.1

-28.7

43

6

25.79

0.1

28.7

4

-25.80

-0.2

-13.2

44

4

12.15

0.1

13.2

2

-12.16

-0.2

0.0

45

15

-50.06

-0.5

0.0

13

50.06

0.4

-50.6

46

13

-47.47

0.1

50.6

11

47.47

-0.2

-38.2

47

11

-42.82

-0.1

38.2

9

42.82

0.0

-40.2

48

9

-35.73

0.0

40.2

7

35.73

-0.1

-35.1

49

7

-25.70

0.0

35.1

5

25.70

-0.1

-28.5

50

5

-12.10

0.1

28.5

3

12.10

-0.2

-12.4

51

3

0.00

0.1

12.4

1

0.00

-0.2

0.0

52

31

-56.97

0.6

0.0

29

56.97

-0.4

57.5

53

29

-58.48

0.0

-57.5

27

58.48

0.1

48.5

54

27

-56.19

0.1

-48.5

25

56.19

0.0

53.5

55

25

-49.44

0.0

-53.5

23

49.44

0.1

49.7

56

23

-37.22

0.0

-49.7

21

37.22

0.1

42.3

57

21

-18.29

-0.1

-42.3

19

18.29

0.3

20.4

58

19

0.00

-0.2

-20.4

17

0.00

0.3

0.0

59

15

-51.76

0.0

0.0

31

51.76

0.0

0.0

 

Reações de Apoio

 

Fx (kN)

Fy (kN)

Mz (kN.cm)

1

0.00

18.43

0.0

17

0.00

29.72

0.0

 

Deslocamentos

 

Dx (cm)

Dy (cm)

Rz (rad)

1

-2.4248

0.0000

-0.019402

2

-0.6008

-0.0088

-0.019356

3

-2.4248

-1.4477

-0.019037

4

-0.5246

-1.4556

-0.018968

5

-2.3676

-3.4584

-0.017322

6

-0.4866

-3.4653

-0.017205

7

-2.2463

-5.2238

-0.014703

8

-0.5159

-5.2298

-0.014554

9

-2.0769

-6.6792

-0.011607

10

-0.6046

-6.6840

-0.011451

11

-1.8769

-7.7677

-0.008437

12

-0.7416

-7.7712

-0.008209

13

-1.6529

-8.5048

-0.004820

14

-0.9212

-8.5074

-0.004818

15

-1.4104

-8.8877

-0.002659

16

-1.1898

-8.9208

-0.001182

17

0.0000

0.0000

0.022272

18

-2.0762

-0.0142

0.022189

19

0.0000

-1.6578

0.021690

20

-2.1489

-1.6698

0.021577

21

-0.0864

-3.9167

0.019108

22

-2.1517

-3.9265

0.018934

23

-0.2622

-5.8170

0.015360

24

-2.0676

-5.8244

0.015148

25

-0.4965

-7.2825

0.011151

26

-1.9156

-7.2871

0.010938

27

-0.7590

-8.2689

0.007055

28

-1.7184

-8.2705

0.006775

29

-1.0350

-8.8145

0.002758

30

-1.4904

-8.8133

0.002742

31

-1.3109

-8.9438

0.000317