Memoria de Cálculo Estructural.doc

I

MEMORIA DE

CLCULODEPORTIVO REYNOSA CUBIERTA ALBERCA

AV. SAN PABLO Y EJE 5 NORTE (PONIENTE 140) DELEGACION AZCAPOTZALCOMEXICO D. F.Junio-2010

I.DESCRIPCION DEL PROYECTO.La construccin consiste en cubrir una alberca en conjunto con las gradas por medio del sistema arcotecho y armaduras segn el proyecto arquitectnico. El inmueble se ubica en av. San Pablo y eje 5 Norte (poniente 140), delegacin Azcapotzalco en Mexico DF.La cimentacin ser por medio de zapatas corridas o aisladas de concreto armado; desplantndose sobre una plantilla de concreto simple.El mejoramiento del terreno se deber checar en el estudio de mecnica de suelos, las zapatas estaran rigidizadas por medio de trabes de liga o contratrabes.

Las cubiertas sern de tipo arcotecho la zona de alberca y en gradas se colocaran armaduras con lamina engargotecho que se apoyaran en una estructura principal de 60 metros de longitud.

La estructura se idealizo como columnas rgidas donde se apoyaran las diferentes armaduras. Para dar mayor rigidez a las columnas se contemplaron contraventeos; por lo cual queda prohibido cambiar quitar dichos elementos.El nivel de desplante de la cimentacin por ningn motivo ser sobre material suelto o escombro.

I.1. ANALISIS DE CARGAS.LOSA DE AZOTEA.

Lamina 07 kg/m2

Estructura 08 kg/m2

Instalaciones. 05 kg/m2

Carga muerta 20 kg/m2

C. GRAVITACIONALC. SISMO

Carga muerta020020Carga viva 040020

060 Kg/m2 040 Kg/m2

I.2. REGLAMENTOS UTILIZADOS.

MANUAL DE DISEO DE OBRAS CIVILES (CFE)

REGLAMENTO DEL D.F. (R.D.F.)

NORMAS TECNICAS COMPLEMENTARIAS (N.T.C.)

MANUAL DE CONSTRUCIONES DE ACERO (IMCA)

AMERICAN INSTITUTE STANDARS CONSTRUCCION (A.I.S.C.)

AMERICAN WELDING ASOCIETY (AWS)

I.3. SISMO.TIPO DE SUELO 11IGRUPO B

COEFICIENTE SISMICO C = 0.32FACTOR DE COMPORTAMIENTO SISMICO QX=2

Qy=2

I.4. MATERIALES.CONCRETO.

fc=250 Kg/cm2 En trabes de liga, dados y zapatas.

fc=100 Kg/cm2 En plantilla.

ACERO DE REFUERZO.

Fy=4200 Kg/cm2 las varillas mayores del #3.

Fy=2520 Kg/cm2 en varillas del #2.5 menores.

ACERO ESTRUCTURAL.

A-36=2530 Kg/cm2

A-50=3235 Kg/cm2

I.5. FACTORES DE CARGA Y RESISTENCIA.Fc=1.1Carga vertical + Carga accidental.

Fc=1.4Carga vertical.

Fc=1.0Limite de Servicio.

Fc=0.8Cortante y Flexocompresin.

Fc=0.9Flexin.

I.6. CONSTANTES Y FORMULAS EMPLEADAS EN EL DISEO ESTRUCTURAL.

I.7. CONCLUSIONES.Despus de revisar cuidadosamente los resultados de los anlisis y disear la estructura bajo los lineamientos que establecen los reglamentos anteriormente mencionados podemos concluir que la estructura tendr un comportamiento adecuado de estado lmite de falla y de servicio bajo las condiciones de carga mas desfavorables que puedan presentarse durante su vida esperada y condiciones normales de operacin.

A T E N T A M E N T E

Ing. Virgilio Cruz G.

MODELO

TRIDIMENSIONAL

TOPOLOGA

NODOS Y ELEMENTOSNOMENCLATURA

DE PERFILES

COLUMNAS HSS 406X13MM TRABES HSS 254X10MMCORRIDA

DE

ANLISIS Y DISEO

PAGE NO. 1

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* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= AUG 6, 2010 *

* Time= 9:53:23 *

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1. STAAD SPACE

INPUT FILE: marco dvo reynosa.STD

2. START JOB INFORMATION

3. ENGINEER DATE 06-AUG-10

4. END JOB INFORMATION

5. INPUT WIDTH 79

6. UNIT METER MTON

7. JOINT COORDINATES

8. 1 0 0 0; 2 3 0 0; 3 6 0 0; 4 9 0 0; 5 12 0 0; 6 15 0 0; 7 18 0 0; 8 21 0 0

9. 9 24 0 0; 10 27 0 0; 11 30 0 0; 12 33 0 0; 13 36 0 0; 14 39 0 0; 15 42 0 0

10. 16 45 0 0; 17 48 0 0; 18 51 0 0; 19 54 0 0; 20 57 0 0; 21 60 0 0; 22 0 5 0

11. 23 3 5 0; 24 6 5 0; 25 9 5 0; 26 12 5 0; 27 15 5 0; 28 18 5 0; 29 21 5 0

12. 30 24 5 0; 31 27 5 0; 32 30 5 0; 33 33 5 0; 34 36 5 0; 35 39 5 0; 36 42 5 0

13. 37 45 5 0; 38 48 5 0; 39 51 5 0; 40 54 5 0; 41 57 5 0; 42 60 5 0; 43 0 0 3

14. 44 3 0 3; 45 6 0 3; 46 9 0 3; 47 12 0 3; 48 15 0 3; 49 18 0 3; 50 21 0 3

15. 51 24 0 3; 52 27 0 3; 53 30 0 3; 54 33 0 3; 55 36 0 3; 56 39 0 3; 57 42 0 3

16. 58 45 0 3; 59 48 0 3; 60 51 0 3; 61 54 0 3; 62 57 0 3; 63 60 0 3; 64 0 5 3

17. 65 3 5 3; 66 6 5 3; 67 9 5 3; 68 12 5 3; 69 15 5 3; 70 18 5 3; 71 21 5 3

18. 72 24 5 3; 73 27 5 3; 74 30 5 3; 75 33 5 3; 76 36 5 3; 77 39 5 3; 78 42 5 3

19. 79 45 5 3; 80 48 5 3; 81 51 5 3; 82 54 5 3; 83 57 5 3; 84 60 5 3

20. MEMBER INCIDENCES

21. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11

22. 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19

23. 19 19 20; 20 20 21; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 28

24. 27 28 29; 28 29 30; 29 30 31; 30 31 32; 31 32 33; 32 33 34; 33 34 35; 34 35 36

25. 35 36 37; 36 37 38; 37 38 39; 38 39 40; 39 40 41; 40 41 42; 41 1 22; 42 2 23

26. 43 3 24; 44 4 25; 45 5 26; 46 6 27; 47 7 28; 48 8 29; 49 9 30; 50 10 31

27. 51 11 32; 52 12 33; 53 13 34; 54 14 35; 55 15 36; 56 16 37; 57 17 38; 58 18 39

28. 59 19 40; 60 20 41; 61 21 42; 62 2 22; 63 3 23; 64 4 24; 65 5 25; 66 6 26

29. 67 7 27; 68 8 28; 69 9 29; 70 10 30; 71 11 31; 82 43 44; 83 44 45; 84 45 46

30. 85 46 47; 86 47 48; 87 48 49; 88 49 50; 89 50 51; 90 51 52; 91 52 53; 92 53 54

31. 93 54 55; 94 55 56; 95 56 57; 96 57 58; 97 58 59; 98 59 60; 99 60 61

32. 100 61 62; 101 62 63; 102 64 65; 103 65 66; 104 66 67; 105 67 68; 106 68 69

33. 107 69 70; 108 70 71; 109 71 72; 110 72 73; 111 73 74; 112 74 75; 113 75 76

34. 114 76 77; 115 77 78; 116 78 79; 117 79 80; 118 80 81; 119 81 82; 120 82 83

35. 121 83 84; 122 43 64; 123 44 65; 124 45 66; 125 46 67; 126 47 68; 127 48 69

36. 128 49 70; 129 50 71; 130 51 72; 131 52 73; 132 53 74; 133 54 75; 134 55 76

37. 135 56 77; 136 57 78; 137 58 79; 138 59 80; 139 60 81; 140 61 82; 141 62 83

38. 142 63 84; 143 44 64; 144 45 65; 145 46 66; 146 47 67; 147 48 68; 148 49 69

39. 149 50 70; 150 51 71; 151 52 72; 152 53 73; 163 1 43; 164 2 44; 165 3 45

40. 166 4 46; 167 5 47; 168 6 48; 169 7 49; 170 8 50; 171 9 51; 172 10 52

STAAD SPACE -- PAGE NO. 2

41. 173 11 53; 174 12 54; 175 13 55; 176 14 56; 177 15 57; 178 16 58; 179 17 59

42. 180 18 60; 181 19 61; 182 20 62; 183 21 63; 184 22 64; 185 23 65; 186 24 66

43. 187 25 67; 188 26 68; 189 27 69; 190 28 70; 191 29 71; 192 30 72; 193 31 73

44. 194 32 74; 195 33 75; 196 34 76; 197 35 77; 198 36 78; 199 37 79; 200 38 80

45. 201 39 81; 202 40 82; 203 41 83; 204 42 84; 205 11 33; 206 53 75; 207 12 34

46. 208 54 76; 209 13 35; 210 55 77; 211 14 36; 212 56 78; 213 15 37; 214 57 79

47. 215 16 38; 216 58 80; 217 17 39; 218 59 81; 219 18 40; 220 60 82; 221 19 41

48. 222 61 83; 223 20 42; 224 62 84

49. DEFINE MATERIAL START

50. ISOTROPIC STEEL

51. E 2.09042E+007

52. POISSON 0.3

53. DENSITY 7.83341

54. ALPHA 1.2E-005

55. DAMP 0.03

56. END DEFINE MATERIAL

57. MEMBER PROPERTY AMERICAN

58. 1 TO 20 41 TO 71 82 TO 101 122 TO 152 163 TO 224 TABLE ST TUB60604

59. 21 TO 40 102 TO 121 TABLE ST TUB60606

60. CONSTANTS

61. MATERIAL STEEL ALL

62. SUPPORTS

63. 1 21 43 63 FIXED BUT FX FZ MX MY MZ

64. LOAD 1 LOADTYPE NONE TITLE PP

65. SELFWEIGHT Y -1 LIST 1 TO 71 82 TO 152 163 TO 204

66. LOAD 2 LOADTYPE NONE TITLE CV

67. JOINT LOAD

68. 2 TO 20 44 TO 62 FY -1.

69. 23 TO 41 65 TO 83 FY -1.25

70. LOAD COMB 3 COMBINATION LOAD CASE 3

71. 1 1.0 2 1.0

72. PERFORM ANALYSIS PRINT ALL

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 84/ 204/ 4

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 500


LOADING 1 LOADTYPE NONE TITLE PP

-----------

SELFWEIGHT Y -1.000

ACTUAL WEIGHT OF THE STRUCTURE = 21.077 MTON

LOADING 2 LOADTYPE NONE TITLE CV

-----------

JOINT LOAD - UNIT MTON METE

JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM-Z

2 0.00 -1.00 0.00 0.00 0.00 0.00

3 0.00 -1.00 0.00 0.00 0.00 0.00

4 0.00 -1.00 0.00 0.00 0.00 0.00

5 0.00 -1.00 0.00 0.00 0.00 0.00

6 0.00 -1.00 0.00 0.00 0.00 0.00

7 0.00 -1.00 0.00 0.00 0.00 0.00

8 0.00 -1.00 0.00 0.00 0.00 0.00

9 0.00 -1.00 0.00 0.00 0.00 0.00

10 0.00 -1.00 0.00 0.00 0.00 0.00

11 0.00 -1.00 0.00 0.00 0.00 0.00

12 0.00 -1.00 0.00 0.00 0.00 0.00

13 0.00 -1.00 0.00 0.00 0.00 0.00

14 0.00 -1.00 0.00 0.00 0.00 0.00

15 0.00 -1.00 0.00 0.00 0.00 0.00

16 0.00 -1.00 0.00 0.00 0.00 0.00

17 0.00 -1.00 0.00 0.00 0.00 0.00

18 0.00 -1.00 0.00 0.00 0.00 0.00

19 0.00 -1.00 0.00 0.00 0.00 0.00

20 0.00 -1.00 0.00 0.00 0.00 0.00

44 0.00 -1.00 0.00 0.00 0.00 0.00

45 0.00 -1.00 0.00 0.00 0.00 0.00

46 0.00 -1.00 0.00 0.00 0.00 0.00

47 0.00 -1.00 0.00 0.00 0.00 0.00

48 0.00 -1.00 0.00 0.00 0.00 0.00

49 0.00 -1.00 0.00 0.00 0.00 0.00

50 0.00 -1.00 0.00 0.00 0.00 0.00

51 0.00 -1.00 0.00 0.00 0.00 0.00

52 0.00 -1.00 0.00 0.00 0.00 0.00

53 0.00 -1.00 0.00 0.00 0.00 0.00

54 0.00 -1.00 0.00 0.00 0.00 0.00

55 0.00 -1.00 0.00 0.00 0.00 0.00

56 0.00 -1.00 0.00 0.00 0.00 0.00

57 0.00 -1.00 0.00 0.00 0.00 0.00

58 0.00 -1.00 0.00 0.00 0.00 0.00

59 0.00 -1.00 0.00 0.00 0.00 0.00

60 0.00 -1.00 0.00 0.00 0.00 0.00

61 0.00 -1.00 0.00 0.00 0.00 0.00

62 0.00 -1.00 0.00 0.00 0.00 0.00


23 0.00 -1.25 0.00 0.00 0.00 0.00

24 0.00 -1.25 0.00 0.00 0.00 0.00

25 0.00 -1.25 0.00 0.00 0.00 0.00

26 0.00 -1.25 0.00 0.00 0.00 0.00

27 0.00 -1.25 0.00 0.00 0.00 0.00

28 0.00 -1.25 0.00 0.00 0.00 0.00

29 0.00 -1.25 0.00 0.00 0.00 0.00

30 0.00 -1.25 0.00 0.00 0.00 0.00

31 0.00 -1.25 0.00 0.00 0.00 0.00

32 0.00 -1.25 0.00 0.00 0.00 0.00

33 0.00 -1.25 0.00 0.00 0.00 0.00

34 0.00 -1.25 0.00 0.00 0.00 0.00

35 0.00 -1.25 0.00 0.00 0.00 0.00

36 0.00 -1.25 0.00 0.00 0.00 0.00

37 0.00 -1.25 0.00 0.00 0.00 0.00

38 0.00 -1.25 0.00 0.00 0.00 0.00

39 0.00 -1.25 0.00 0.00 0.00 0.00

40 0.00 -1.25 0.00 0.00 0.00 0.00

41 0.00 -1.25 0.00 0.00 0.00 0.00

65 0.00 -1.25 0.00 0.00 0.00 0.00

66 0.00 -1.25 0.00 0.00 0.00 0.00

67 0.00 -1.25 0.00 0.00 0.00 0.00

68 0.00 -1.25 0.00 0.00 0.00 0.00

69 0.00 -1.25 0.00 0.00 0.00 0.00

70 0.00 -1.25 0.00 0.00 0.00 0.00

71 0.00 -1.25 0.00 0.00 0.00 0.00

72 0.00 -1.25 0.00 0.00 0.00 0.00

73 0.00 -1.25 0.00 0.00 0.00 0.00

74 0.00 -1.25 0.00 0.00 0.00 0.00

75 0.00 -1.25 0.00 0.00 0.00 0.00

76 0.00 -1.25 0.00 0.00 0.00 0.00

77 0.00 -1.25 0.00 0.00 0.00 0.00

78 0.00 -1.25 0.00 0.00 0.00 0.00

79 0.00 -1.25 0.00 0.00 0.00 0.00

80 0.00 -1.25 0.00 0.00 0.00 0.00

81 0.00 -1.25 0.00 0.00 0.00 0.00

82 0.00 -1.25 0.00 0.00 0.00 0.00

83 0.00 -1.25 0.00 0.00 0.00 0.00

***WARNING - INSTABILITY AT JOINT 77 DIRECTION = FX

PROBABLE CAUSE SINGULAR-ADDING WEAK SPRING

K-MATRIX DIAG= 4.2681995E+03 L-MATRIX DIAG= -8.5265128E-13 EQN NO 453

***NOTE - VERY WEAK SPRING ADDED FOR STABILITY

***WARNING - INSTABILITY AT JOINT 77 DIRECTION = FZ


K-MATRIX DIAG= 1.4271577E+03 L-MATRIX DIAG= 6.6320283E-12 EQN NO 455


***WARNING - INSTABILITY AT JOINT 77 DIRECTION = MY


K-MATRIX DIAG= 1.2124117E+05 L-MATRIX DIAG= 6.3813059E-07 EQN NO 457


FOR LOADING - 1

APPLIED JOINT EQUIVALENT LOADS


1 0.00000E+00-1.55379E-01 0.00000E+00 2.11881E-02 0.00000E+00-2.11881E-02




2 3.80792E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

3 3.80792E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

4 3.25723E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

5-2.01681E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

6 2.15583E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

7-2.01681E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

8-2.01681E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

9-2.01681E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

10-4.69551E-11-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

11-2.01681E-09-2.80120E-01 0.00000E+00 2.11881E-02 0.00000E+00 4.11822E-02

12 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

13 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

14 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

15 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

16 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

17 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

18 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.39501E-08

19 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00 8.79001E-08

20 0.00000E+00-1.97755E-01 0.00000E+00 2.11881E-02 0.00000E+00-8.79001E-08

21 0.00000E+00-1.55379E-01 0.00000E+00 2.11881E-02 0.00000E+00 2.11881E-02

22 3.80792E-09-2.56620E-01 0.00000E+00 2.11881E-02 0.00000E+00-7.18082E-02

23 3.80792E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

24 3.25723E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

25-2.01681E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

26 2.15583E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

27-2.01681E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

28-2.01681E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

29-2.01681E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

30-4.69551E-11-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11823E-02

31-2.01681E-09-3.17872E-01 0.00000E+00 2.11881E-02 0.00000E+00-4.11822E-02

32 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

33 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

34 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

35 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

36 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

37 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

38 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 0.00000E+00

39 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00-6.31782E-08

40 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00 1.26356E-07

41 0.00000E+00-2.35507E-01 0.00000E+00 2.11881E-02 0.00000E+00-1.26356E-07

42 0.00000E+00-1.74255E-01 0.00000E+00 2.11881E-02 0.00000E+00 3.06261E-02

43 0.00000E+00-1.55379E-01 0.00000E+00-2.11881E-02 0.00000E+00-2.11881E-02

44 3.80792E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

45 3.80792E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

46 3.25723E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

47-2.01681E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

48 2.15583E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

49-2.01681E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

50-2.01681E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

51-2.01681E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

52-4.69551E-11-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

53-2.01681E-09-2.80120E-01 0.00000E+00-2.11881E-02 0.00000E+00 4.11822E-02

54 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00




55 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

56 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

57 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

58 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

59 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

60 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.39501E-08

61 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00 8.79001E-08

62 0.00000E+00-1.97755E-01 0.00000E+00-2.11881E-02 0.00000E+00-8.79001E-08

63 0.00000E+00-1.55379E-01 0.00000E+00-2.11881E-02 0.00000E+00 2.11881E-02

64 3.80792E-09-2.56620E-01 0.00000E+00-2.11881E-02 0.00000E+00-7.18082E-02

65 3.80792E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

66 3.25723E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

67-2.01681E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

68 2.15583E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

69-2.01681E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

70-2.01681E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

71-2.01681E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

72-4.69551E-11-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11823E-02

73-2.01681E-09-3.17872E-01 0.00000E+00-2.11881E-02 0.00000E+00-4.11822E-02

74 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

75 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

76 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

77 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

78 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

79 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

80 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 0.00000E+00

81 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00-6.31782E-08

82 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00 1.26356E-07

83 0.00000E+00-2.35507E-01 0.00000E+00-2.11881E-02 0.00000E+00-1.26356E-07

84 0.00000E+00-1.74255E-01 0.00000E+00-2.11881E-02 0.00000E+00 3.06261E-02

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1

LOADTYPE NONE TITLE PP

CENTER OF FORCE BASED ON X FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = -0.419112140E+02

Y = 0.250000009E+01

Z = 0.149999999E+01

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.276553389E+02

Y = 0.267911357E+01

Z = 0.149999999E+01

TOTAL APPLIED LOAD 1

***TOTAL APPLIED LOAD ( MTON METE ) SUMMARY (LOADING 1 )

SUMMATION FORCE-X = 0.00

SUMMATION FORCE-Y = -21.08

SUMMATION FORCE-Z = 0.00


SUMMATION OF MOMENTS AROUND THE ORIGIN-

MX= 31.62 MY= 0.00 MZ= -582.89

TOTAL REACTION LOAD 1

***TOTAL REACTION LOAD( MTON METE ) SUMMARY (LOADING 1 )


SUMMATION FORCE-Y = 21.08



MX= -31.62 MY= 0.00 MZ= 582.89

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)

MAXIMUMS AT NODE

X = 5.37743E-01 21

Y = -3.00889E+00 74

Z = -4.76682E-01 64

RX= 4.54775E-05 21

RY= -1.26458E-04 84

RZ= -1.62950E-03 64

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( MTON METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1

1 0.00 -0.16 0.00 0.02 0.00 -0.02

0.00 -5.53 0.00 -0.02 0.00 0.02 010000

21 0.00 -0.16 0.00 0.02 0.00 0.02

0.00 -4.70 0.00 -0.02 0.00 -0.02 010000

43 0.00 -0.16 0.00 -0.02 0.00 -0.02

0.00 -5.53 0.00 0.02 0.00 0.02 010000

63 0.00 -0.16 0.00 -0.02 0.00 0.02

0.00 -4.70 0.00 0.02 0.00 -0.02 010000

FOR LOADING - 2



2 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

3 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

4 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

5 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

6 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

7 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

8 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

9 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

10 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

11 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

12 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

13 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

14 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

15 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

16 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00




17 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

18 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

19 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

20 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

23 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

24 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

25 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

26 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

27 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

28 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

29 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

30 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

31 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

32 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

33 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

34 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

35 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

36 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

37 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

38 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

39 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

40 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

41 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

44 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

45 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

46 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

47 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

48 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

49 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

50 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

51 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

52 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

53 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

54 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

55 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

56 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

57 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

58 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

59 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

60 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

61 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

62 0.00000E+00-1.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

65 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

66 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

67 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

68 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

69 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

70 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

71 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

72 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

73 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

74 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

75 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00




76 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

77 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

78 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

79 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

80 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

81 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

82 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

83 0.00000E+00-1.25000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2

LOADTYPE NONE TITLE CV

CENTER OF FORCE BASED ON Y FORCES ONLY (METE).

(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.300000003E+02

Y = 0.277777785E+01

Z = 0.149999999E+01

TOTAL APPLIED LOAD 2

***TOTAL APPLIED LOAD ( MTON METE ) SUMMARY (LOADING 2 )


SUMMATION FORCE-Y = -85.50



MX= 128.25 MY= 0.00 MZ= -2565.00

TOTAL REACTION LOAD 2

***TOTAL REACTION LOAD( MTON METE ) SUMMARY (LOADING 2 )


SUMMATION FORCE-Y = 85.50



MX= -128.25 MY= 0.00 MZ= 2565.00

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)

MAXIMUMS AT NODE

X = 2.19955E+00 21

Y = -1.31136E+01 74

Z = -1.08635E-04 1

RX= -3.45474E-15 56

RY= -2.78552E-08 4

RZ= -6.76928E-03 65

EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( MTON METE )-

JT EXT FX/ EXT FY/ EXT FZ/ EXT MX/ EXT MY/ EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ

SUPPORT=1


1 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -21.38 0.00 0.00 0.00 0.00 010000

21 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -21.37 0.00 0.00 0.00 0.00 010000

43 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -21.38 0.00 0.00 0.00 0.00 010000

63 0.00 0.00 0.00 0.00 0.00 0.00

0.00 -21.37 0.00 0.00 0.00 0.00 010000

LOAD COMBINATION NO. 3

COMBINATION LOAD CASE 3

LOADING- 1. 2.

FACTOR - 1.00 1.00

************ END OF DATA FROM INTERNAL STORAGE ************

73. LOAD LIST 3

74. PRINT SUPPORT REACTION LIST 1 21 43 63

SUPPORT REACTION LIST 1


SUPPORT REACTIONS -UNIT MTON METE STRUCTURE TYPE = SPACE

-----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

1 3 0.00 27.06 0.00 0.00 0.00 0.00

21 3 0.00 26.23 0.00 0.00 0.00 0.00

43 3 0.00 27.06 0.00 0.00 0.00 0.00

63 3 0.00 26.23 0.00 0.00 0.00 0.00

************** END OF LATEST ANALYSIS RESULT **************

75. PARAMETER 1

76. CODE AISC

77. FYLD 35140 ALL

78. CHECK CODE ALL

STEEL DESIGN


STAAD.Pro CODE CHECKING - (AISC 9TH EDITION)

***********************

ALL UNITS ARE - MTON METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

=======================================================================

1 ST TUB60604 (AISC SECTIONS)

PASS AISC- H2-1 0.080 3

0.12 T 0.00 0.30 0.00


PASS AISC- H2-1 0.284 3

16.04 T 0.00 -0.28 3.00


PASS AISC- H2-1 0.467 3

30.31 T 0.00 -0.26 3.00


PASS AISC- H2-1 0.626 3

42.86 T 0.00 -0.24 3.00


PASS AISC- H2-1 0.763 3

53.70 T 0.00 -0.22 3.00


PASS AISC- H2-1 0.878 3

62.84 T 0.00 -0.19 3.00


PASS AISC- H2-1 0.969 3

70.27 T 0.00 -0.17 3.00

* 8 ST TUB60604 (AISC SECTIONS)

FAIL AISC- H2-1 1.037 3

75.99 T 0.00 -0.14 3.00


FAIL AISC- H2-1 1.085 3

80.01 T 0.00 -0.13 2.25


FAIL AISC- H2-1 1.116 3

82.32 T 0.00 -0.12 1.50


FAIL AISC- H2-1 1.107 3

81.86 T 0.00 -0.11 2.00


FAIL AISC- H2-1 1.073 3

79.21 T 0.00 -0.12 1.00


FAIL AISC- H2-1 1.020 3

74.95 T 0.00 -0.13 0.25


PASS AISC- H2-1 0.949 3

69.08 T 0.00 -0.15 0.00


PASS AISC- H2-1 0.857 3

61.60 T 0.00 -0.18 0.00


PASS AISC- H2-1 0.743 3

52.51 T 0.00 -0.20 0.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H2-1 0.607 3

41.81 T 0.00 -0.22 0.00


PASS AISC- H2-1 0.450 3

29.51 T 0.00 -0.24 0.00


PASS AISC- H2-1 0.271 3

15.58 T 0.00 -0.25 0.00


PASS AISC- H2-1 0.077 3

0.11 T 0.00 0.29 3.00


PASS AISC- H1-1 0.253 3

15.91 C 0.00 0.42 0.00


PASS AISC- H1-1 0.391 3

30.20 C 0.00 -0.26 3.00


PASS AISC- H1-1 0.537 3

42.76 C 0.00 -0.26 3.00


PASS AISC- H1-1 0.661 3

53.63 C 0.00 -0.25 3.00


PASS AISC- H1-1 0.764 3

62.78 C 0.00 -0.23 3.00


PASS AISC- H1-1 0.848 3

70.22 C 0.00 -0.22 3.00


PASS AISC- H1-1 0.910 3

75.96 C 0.00 -0.20 3.00


PASS AISC- H1-1 0.952 3

79.99 C 0.00 -0.18 2.50


PASS AISC- H1-1 0.976 3

82.31 C 0.00 -0.17 2.00


PASS AISC- H1-1 0.983 3

82.94 C 0.00 -0.15 1.25


PASS AISC- H1-1 0.981 3

82.93 C 0.00 -0.14 1.50




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-1 0.975 3

81.86 C 0.00 -0.18 0.50


PASS AISC- H1-1 0.947 3

79.19 C 0.00 -0.19 0.00


PASS AISC- H1-1 0.902 3

74.92 C 0.00 -0.22 0.00


PASS AISC- H1-1 0.838 3

69.03 C 0.00 -0.23 0.00


PASS AISC- H1-1 0.753 3

61.54 C 0.00 -0.25 0.00


PASS AISC- H1-1 0.650 3

52.43 C 0.00 -0.26 0.00


PASS AISC- H1-1 0.527 3

41.72 C 0.00 -0.27 0.00


PASS AISC- H1-1 0.383 3

29.40 C 0.00 -0.27 0.00


PASS AISC- H1-1 0.251 3

15.46 C 0.00 0.43 3.00


PASS AISC- H1-1 0.715 3

26.78 C -0.01 -0.30 0.00


PASS AISC- H1-1 0.677 3

24.87 C 0.01 0.33 5.00


PASS AISC- H1-1 0.584 3

22.14 C 0.01 0.28 5.00


PASS AISC- H1-1 0.503 3

19.46 C -0.01 -0.23 0.00


PASS AISC- H1-1 0.424 3

16.66 C -0.01 -0.19 0.00


PASS AISC- H1-1 0.347 3

13.85 C -0.01 -0.15 0.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-1 0.273 3

11.05 C -0.01 -0.12 0.00


PASS AISC- H1-1 0.201 3

8.24 C -0.01 -0.08 0.00


PASS AISC- H1-3 0.131 3

5.43 C -0.01 -0.04 0.00


PASS AISC- H1-3 0.061 3

2.63 C -0.01 -0.01 0.00


PASS AISC- H1-3 0.039 3

1.56 C -0.01 0.01 0.00


PASS AISC- H1-3 0.078 3

3.28 C -0.01 0.02 0.00


PASS AISC- H1-3 0.144 3

5.92 C -0.01 0.05 0.00


PASS AISC- H1-1 0.211 3

8.57 C -0.01 0.09 0.00


PASS AISC- H1-1 0.279 3

11.21 C -0.01 0.12 0.00


PASS AISC- H1-1 0.349 3

13.85 C -0.01 0.16 0.00


PASS AISC- H1-1 0.420 3

16.50 C -0.01 0.19 0.00


PASS AISC- H1-1 0.495 3

19.14 C -0.01 0.23 0.00


PASS AISC- H1-1 0.571 3

21.79 C -0.01 0.26 0.00


PASS AISC- H1-1 0.656 3

24.22 C 0.01 -0.32 5.00


PASS AISC- H1-1 0.687 3

25.96 C -0.01 0.29 0.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H2-1 0.458 3

30.52 T 0.01 0.21 0.00


PASS AISC- H2-1 0.416 3

27.34 T 0.01 0.21 0.00


PASS AISC- H2-1 0.365 3

24.05 T 0.01 0.18 0.00


PASS AISC- H2-1 0.314 3

20.77 T 0.01 0.15 0.00


PASS AISC- H2-1 0.267 3

17.64 T -0.01 -0.13 5.83


PASS AISC- H2-1 0.219 3

14.36 T -0.01 -0.11 5.83


PASS AISC- H2-1 0.172 3

11.06 T 0.00 -0.10 4.86


PASS AISC- H2-1 0.126 3

7.77 T 0.00 -0.09 4.37


PASS AISC- H2-1 0.080 3

4.48 T 0.00 -0.08 3.89


PASS AISC- H2-1 0.035 3

1.21 T 0.00 -0.07 3.40


PASS AISC- H2-1 0.080 3

0.12 T 0.00 0.30 0.00


PASS AISC- H2-1 0.284 3

16.04 T 0.00 -0.28 3.00


PASS AISC- H2-1 0.467 3

30.31 T 0.00 -0.26 3.00


PASS AISC- H2-1 0.626 3

42.86 T 0.00 -0.24 3.00


PASS AISC- H2-1 0.763 3

53.70 T 0.00 -0.22 3.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H2-1 0.878 3

62.84 T 0.00 -0.19 3.00


PASS AISC- H2-1 0.969 3

70.27 T 0.00 -0.17 3.00


FAIL AISC- H2-1 1.037 3

75.99 T 0.00 -0.14 3.00


FAIL AISC- H2-1 1.085 3

80.01 T 0.00 -0.13 2.25


FAIL AISC- H2-1 1.116 3

82.32 T 0.00 -0.12 1.50


FAIL AISC- H2-1 1.107 3

81.86 T 0.00 -0.11 2.00


FAIL AISC- H2-1 1.073 3

79.21 T 0.00 -0.12 1.00


FAIL AISC- H2-1 1.020 3

74.95 T 0.00 -0.13 0.25


PASS AISC- H2-1 0.949 3

69.08 T 0.00 -0.15 0.00


PASS AISC- H2-1 0.857 3

61.60 T 0.00 -0.18 0.00


PASS AISC- H2-1 0.743 3

52.51 T 0.00 -0.20 0.00


PASS AISC- H2-1 0.607 3

41.81 T 0.00 -0.22 0.00


PASS AISC- H2-1 0.450 3

29.51 T 0.00 -0.24 0.00


PASS AISC- H2-1 0.271 3

15.58 T 0.00 -0.25 0.00


PASS AISC- H2-1 0.077 3

0.11 T 0.00 0.29 3.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-1 0.253 3

15.91 C 0.00 0.42 0.00


PASS AISC- H1-1 0.391 3

30.20 C 0.00 -0.26 3.00


PASS AISC- H1-1 0.537 3

42.76 C 0.00 -0.26 3.00


PASS AISC- H1-1 0.661 3

53.63 C 0.00 -0.25 3.00


PASS AISC- H1-1 0.764 3

62.78 C 0.00 -0.23 3.00


PASS AISC- H1-1 0.848 3

70.22 C 0.00 -0.22 3.00


PASS AISC- H1-1 0.910 3

75.96 C 0.00 -0.20 3.00


PASS AISC- H1-1 0.952 3

79.99 C 0.00 -0.18 2.50


PASS AISC- H1-1 0.976 3

82.31 C 0.00 -0.17 2.00


PASS AISC- H1-1 0.983 3

82.94 C 0.00 -0.15 1.25


PASS AISC- H1-1 0.981 3

82.93 C 0.00 -0.14 1.50


PASS AISC- H1-1 0.975 3

81.86 C 0.00 -0.18 0.50


PASS AISC- H1-1 0.947 3

79.19 C 0.00 -0.19 0.00


PASS AISC- H1-1 0.902 3

74.92 C 0.00 -0.22 0.00


PASS AISC- H1-1 0.838 3

69.03 C 0.00 -0.23 0.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-1 0.753 3

61.54 C 0.00 -0.25 0.00


PASS AISC- H1-1 0.650 3

52.43 C 0.00 -0.26 0.00


PASS AISC- H1-1 0.527 3

41.72 C 0.00 -0.27 0.00


PASS AISC- H1-1 0.383 3

29.40 C 0.00 -0.27 0.00


PASS AISC- H1-1 0.251 3

15.46 C 0.00 0.43 3.00


PASS AISC- H1-1 0.715 3

26.78 C 0.01 -0.30 0.00


PASS AISC- H1-1 0.677 3

24.87 C -0.01 0.33 5.00


PASS AISC- H1-1 0.584 3

22.14 C -0.01 0.28 5.00


PASS AISC- H1-1 0.503 3

19.46 C 0.01 -0.23 0.00


PASS AISC- H1-1 0.424 3

16.66 C 0.01 -0.19 0.00


PASS AISC- H1-1 0.347 3

13.85 C 0.01 -0.15 0.00


PASS AISC- H1-1 0.273 3

11.05 C 0.01 -0.12 0.00


PASS AISC- H1-1 0.201 3

8.24 C 0.01 -0.08 0.00


PASS AISC- H1-3 0.131 3

5.43 C 0.01 -0.04 0.00


PASS AISC- H1-3 0.061 3

2.63 C 0.01 -0.01 0.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-3 0.039 3

1.56 C 0.01 0.01 0.00


PASS AISC- H1-3 0.078 3

3.28 C 0.01 0.02 0.00


PASS AISC- H1-3 0.144 3

5.92 C 0.01 0.05 0.00


PASS AISC- H1-1 0.211 3

8.57 C 0.01 0.09 0.00


PASS AISC- H1-1 0.279 3

11.21 C 0.01 0.12 0.00


PASS AISC- H1-1 0.349 3

13.85 C 0.01 0.16 0.00


PASS AISC- H1-1 0.420 3

16.50 C 0.01 0.19 0.00


PASS AISC- H1-1 0.495 3

19.14 C 0.01 0.23 0.00


PASS AISC- H1-1 0.571 3

21.79 C 0.01 0.26 0.00


PASS AISC- H1-1 0.656 3

24.22 C -0.01 -0.32 5.00


PASS AISC- H1-1 0.687 3

25.96 C 0.01 0.29 0.00


PASS AISC- H2-1 0.458 3

30.52 T -0.01 0.21 0.00


PASS AISC- H2-1 0.416 3

27.34 T -0.01 0.21 0.00


PASS AISC- H2-1 0.365 3

24.05 T -0.01 0.18 0.00


PASS AISC- H2-1 0.314 3

20.77 T -0.01 0.15 0.00




FX MY MZ LOCATION

=======================================================================


PASS AISC- H2-1 0.267 3

17.64 T 0.01 -0.13 5.83


PASS AISC- H2-1 0.219 3

14.36 T 0.01 -0.11 5.83


PASS AISC- H2-1 0.172 3

11.06 T 0.00 -0.10 4.86


PASS AISC- H2-1 0.126 3

7.77 T 0.00 -0.09 4.37


PASS AISC- H2-1 0.080 3

4.48 T 0.00 -0.08 3.89


PASS AISC- H2-1 0.035 3

1.21 T 0.00 -0.07 3.40


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50




FX MY MZ LOCATION

=======================================================================


PASS AISC- H2-1 0.005 3

0.01 T 0.00 0.02 0.00


PASS AISC- H2-1 0.005 3

0.01 T 0.00 0.02 0.00


PASS AISC- H2-1 0.005 3

0.01 T 0.00 0.02 0.00


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H2-1 0.005 3

0.01 T 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 0.02 0.00


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50




FX MY MZ LOCATION

=======================================================================


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 -0.02 1.50


PASS AISC- H1-3 0.005 3

0.01 C 0.00 0.02 0.00


PASS AISC- H2-1 0.050 3

2.06 T 0.01 -0.07 5.83


PASS AISC- H2-1 0.050 3

2.06 T -0.01 -0.07 5.83


PASS AISC- H2-1 0.095 3

5.12 T 0.01 -0.09 5.83


PASS AISC- H2-1 0.095 3

5.12 T -0.01 -0.09 5.83


PASS AISC- H2-1 0.142 3

8.21 T 0.01 -0.11 5.83


PASS AISC- H2-1 0.142 3

8.21 T -0.01 -0.11 5.83


PASS AISC- H2-1 0.184 3

11.30 T 0.01 -0.13 5.83


PASS AISC- H2-1 0.184 3

11.30 T -0.01 -0.13 5.83


PASS AISC- H2-1 0.229 3

14.38 T 0.01 -0.15 5.83


PASS AISC- H2-1 0.229 3

14.38 T -0.01 -0.15 5.83


PASS AISC- H2-1 0.274 3

17.47 T 0.01 -0.16 5.83


PASS AISC- H2-1 0.274 3

17.47 T -0.01 -0.16 5.83




FX MY MZ LOCATION

=======================================================================


PASS AISC- H2-1 0.319 3

20.56 T 0.01 -0.18 5.83


PASS AISC- H2-1 0.319 3

20.56 T -0.01 -0.18 5.83


PASS AISC- H2-1 0.363 3

23.64 T 0.01 -0.19 5.83


PASS AISC- H2-1 0.363 3

23.64 T -0.01 -0.19 5.83


PASS AISC- H2-1 0.410 3

26.75 T 0.01 -0.22 5.83


PASS AISC- H2-1 0.410 3

26.75 T -0.01 -0.22 5.83


PASS AISC- H2-1 0.437 3

29.73 T -0.01 0.17 0.00


PASS AISC- H2-1 0.437 3

29.73 T 0.01 0.17 0.00

79. PARAMETER 2

80. CODE AISC

81. STEEL TAKE OFF LIST 1 TO 71 82 TO 152 163 TO 224


STEEL TAKE OFF

STEEL TAKE-OFF

--------------

PROFILE LENGTH(METE) WEIGHT(MTON)

ST TUB60604 689.24 19.471

ST TUB60606 120.00 4.900

----------------

TOTAL = 24.372

************ END OF DATA FROM INTERNAL STORAGE ************

82. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= AUG 6,2010 TIME= 9:53:24 ****

PAGE NO. 1

****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= AUG 6, 2010 *

* Time= 13:49:57 *

* *

* USER ID: *

****************************************************

1. STAAD PLANE

INPUT FILE: armadura gradas.STD

2. START JOB INFORMATION

3. ENGINEER DATE 06-AUG-10

4. END JOB INFORMATION

5. INPUT WIDTH 79

6. UNIT METER MTON

7. JOINT COORDINATES

8. 2 0 0 0; 3 1 0 0; 4 2 0 0; 5 3 0 0; 6 4 0 0; 7 5 0 0; 8 6 0 0; 9 7 0 0

9. 10 8 0 0; 11 9 0 0; 12 10 0 0; 13 11 0 0; 14 12 0 0; 15 13 0 0

10. 16 14 0 0; 17 15 0 0; 18 16 0 0; 19 17 0 0; 20 18 0 0; 21 19 0 0

11. 22 20 0 0; 23 0.5 1 0; 24 1.5 1 0; 25 2.5 1 0; 26 3.5 1 0; 27 4.5 1 0

12. 28 5.5 1 0; 29 6.5 1 0; 30 7.5 1 0; 31 8.5 1 0; 32 9.5 1 0; 33 10.5 1 0

13. 34 11.5 1 0; 35 12.5 1 0; 36 13.5 1 0; 37 14.5 1 0; 38 15.5 1 0

14. 39 16.5 1 0; 40 17.5 1 0; 41 18.5 1 0; 42 19.5 1 0

15. MEMBER INCIDENCES

16. 1 2 3; 2 3 4; 3 4 5; 4 5 6; 5 6 7; 6

Documents

Memoria de Cálculo Estructural.doc