corrida_staad

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* STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUN 23, 2012 * * Time= 23:44: 1 * * *

* USER ID: * ****************************************************

1. STAAD SPACE DXF IMPORT OF EDIF A-B.DXF INPUT FILE: CIM EDIF A-B.STD 2. START JOB INFORMATION 3. ENGINEER DATE 20-MAY-12 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER MTON 7. JOINT COORDINATES 8. 1 0 0 14; 2 2.274E-013 0 6.8; 3 2.274E-013 0 7.2; 4 6.821E-013 0 0

9. 5 3.225 0 0; 6 3.225 0 6.8; 7 3.225 0 7.2; 8 3.225 0 14; 9 6.24 0 0

10. 10 6.24 0 6.8; 11 6.24 0 7.2; 12 6.24 0 14; 13 9.85 0 0; 14 9.85 0 6.8

11. 15 9.85 0 7.2; 16 9.85 0 14; 17 12.5 0 0; 18 12.5 0 6.8; 19 12.5 0 7.2

12. 20 12.5 0 14; 21 15.06 0 0; 22 15.06 0 6.8; 23 15.06 0 7.2; 24 15.06 0 14

13. 25 18.51 0 0; 26 18.51 0 6.8; 27 18.51 0 7.2; 28 18.51 0 14; 29 21.54 0 0

14. 30 21.54 0 6.8; 31 21.54 0 7.2; 32 21.54 0 14; 33 24.57 0 0; 34 24.57 0 6.8

15. 35 24.57 0 7.2; 36 24.57 0 14; 37 27.62 0 0; 38 27.62 0 6.8; 39 27.62 0 7.2

16. 40 27.62 0 14; 41 30.18 0 0; 42 30.18 0 6.8; 43 30.18 0 7.2; 44 30.18 0 14

17. 45 32.83 0 0; 46 32.83 0 6.8; 47 32.83 0 7.2; 48 32.83 0 14; 49 35.39 0 0

18. 50 35.39 0 6.8; 51 35.39 0 7.2; 52 35.39 0 14; 53 38.44 0 0; 54 38.44 0 6.8

19. 55 38.44 0 7.2; 56 38.44 0 14; 57 41.47 0 0; 58 41.47 0 6.8; 59 41.47 0 7.2

20. 60 41.47 0 14 21. MEMBER INCIDENCES 22. 1 1 3; 2 3 2; 3 2 4; 4 4 5; 5 2 6; 6 3 7; 7 1 8; 8 6 5; 9 7 6; 10 8 7; 11 5 9

23. 12 6 10; 13 7 11; 14 8 12; 15 10 9; 16 11 10; 17 12 11; 18 9 13; 19 10 14

24. 20 11 15; 21 12 16; 22 14 13; 23 15 14; 24 16 15; 25 13 17; 26 14 18; 27 15 19

25. 28 16 20; 29 18 17; 30 19 18; 31 20 19; 32 17 21; 33 18 22; 34 19 23; 35 20 24

26. 36 22 21; 37 23 22; 38 24 23; 39 21 25; 40 22 26; 41 23 27; 42 24 28; 43 26 25

27. 44 27 26; 45 28 27; 46 25 29; 47 26 30; 48 27 31; 49 28 32; 50 30 29; 51 31 30

28. 52 32 31; 53 29 33; 54 30 34; 55 31 35; 56 32 36; 57 34 33; 58 35 34; 59 36 35

29. 60 33 37; 61 34 38; 62 35 39; 63 36 40; 64 38 37; 65 39 38; 66 40 39; 67 37 41

30. 68 38 42; 69 39 43; 70 40 44; 71 42 41; 72 43 42; 73 44 43; 74 41 45; 75 42 46

31. 76 43 47; 77 44 48; 78 46 45; 79 47 46; 80 48 47; 81 45 49; 82 46 50; 83 47 51

32. 84 48 52; 85 50 49; 86 51 50; 87 52 51; 88 49 53; 89 50 54; 90 51 55; 91 52 56

33. 92 54 53; 93 55 54; 94 56 55; 95 53 57; 96 54 58; 97 55 59; 98 56 60; 99 58 57

34. 100 59 58; 101 60 59

35. ELEMENT INCIDENCES SHELL 36. 102 4 29 30 2; 103 3 31 32 1; 104 29 57 58 30; 105 31 59 60 32

37. START GROUP DEFINITION 38. MEMBER 39. _PARZ 1 TO 3 8 TO 10 15 TO 17 22 TO 24 29 TO 31 36 TO 38 43 TO 45 50 TO 52 - 40. 57 TO 59 64 TO 66 71 TO 73 78 TO 80 85 TO 87 92 TO 94 99 TO 101

Elabor:Brigadista Ing. Alberto E. Mndez PrezBoleta: 2006310192

Revis:Coordinador de Proyecto

Ing. Regino Jimnez Garca

41. END GROUP DEFINITION 42. ELEMENT PROPERTY 43. 102 TO 105 THICKNESS 0.1 44. DEFINE MATERIAL START 45. ISOTROPIC CONCRETE 46. E 2.21467E+006 47. POISSON 0.17 48. DENSITY 2.40262 49. ALPHA 1E-005 50. DAMP 0.05 51. END DEFINE MATERIAL 52. MEMBER PROPERTY AMERICAN 53. 1 TO 101 PRIS YD 1.5 ZD 0.2 54. CONSTANTS 55. MATERIAL CONCRETE ALL 56. SUPPORTS 57. 1 4 FIXED BUT MX MY MZ KFY 582 58. 5 8 FIXED BUT MX MY MZ KFY 1061 59. 9 12 FIXED BUT MX MY MZ KFY 1126 60. 13 16 FIXED BUT MX MY MZ KFY 1064 61. 17 20 FIXED BUT MX MY MZ KFY 886 62. 21 24 FIXED BUT MX MY MZ KFY 1022 63. 25 28 FIXED BUT MX MY MZ KFY 1102 64. 29 32 FIXED BUT MX MY MZ KFY 1030 65. 33 36 FIXED BUT MX MY MZ KFY 1034 66. 37 40 FIXED BUT MX MY MZ KFY 954 67. 41 44 45 48 FIXED BUT MX MY MZ KFY 886 68. 49 52 FIXED BUT MX MY MZ KFY 954 69. 53 56 FIXED BUT MX MY MZ KFY 1034 70. 57 60 FIXED BUT MX MY MZ KFY 549 71. 2 3 FIXED BUT MX MY MZ KFY 599 72. 6 7 FIXED BUT MX MY MZ KFY 1091 73. 10 11 FIXED BUT MX MY MZ KFY 1158 74. 14 15 FIXED BUT MX MY MZ KFY 1095 75. 18 19 FIXED BUT MX MY MZ KFY 911 76. 22 23 FIXED BUT MX MY MZ KFY 1051 77. 26 27 FIXED BUT MX MY MZ KFY 1133 78. 30 31 FIXED BUT MX MY MZ KFY 1060 79. 34 35 FIXED BUT MX MY MZ KFY 1063 80. 38 39 FIXED BUT MX MY MZ KFY 981 81. 42 43 FIXED BUT MX MY MZ KFY 911 82. 46 47 FIXED BUT MX MY MZ KFY 911 83. 50 51 FIXED BUT MX MY MZ KFY 981 84. 54 55 FIXED BUT MX MY MZ KFY 1063 85. 58 59 FIXED BUT MX MY MZ KFY 565 86. LOAD 1 LOADTYPE NONE TITLE CARGA MUERTA 87. **********PESO DE CONTRATRABES ********** 88. SELFWEIGHT Y -1 LIST 1 TO 101 89. FLOOR LOAD 90. **********PESO DE LOSA TAPA Y LOSA DE FONDO********** 91. YRANGE 0 0 FLOAD -1.004 GY




92. **********PESO DE CONTRATRABES EXISTENTES********** 93. YRANGE 0 0 FLOAD -0.466 GY 94. **********PESO DE EDIFICIO********** 95. YRANGE 0 0 FLOAD -3.5 GY 96. LOAD 2 LOADTYPE NONE TITLE CARGA VIVA MAXIMA 97. FLOOR LOAD 98. YRANGE 0 0 FLOAD -0.17 GY 99. **********PESO DE CARGA VIVA MAXIMA DE ESTRUCTURA********** 100. YRANGE 0 0 FLOAD -0.4918 GY 101. LOAD 3 LOADTYPE NONE TITLE CARGA VIVA INSTANTANEA 102. FLOOR LOAD 103. **********PESO DE CARGA VIVA INSTANTANEA DE ESTRUCTURA********** 104. YRANGE 0 0 FLOAD -0.274 GY 105. YRANGE 0 0 FLOAD -0.09 GY 106. LOAD 4 LOADTYPE NONE TITLE CARGA VIVA MEDIA 107. FLOOR LOAD 108. **********PESO DE CARGA VIVA MEDIA DE ESTRUCTURA********** 109. YRANGE 0 0 FLOAD -0.1814 GY 110. YRANGE 0 0 FLOAD -0.07 GY 111. LOAD 5 LOADTYPE NONE TITLE MX 112. ELEMENT LOAD 113. 102 103 TRAP X 0.434 0.001 114. 104 105 TRAP X -0.001 -0.434 115. LOAD 6 LOADTYPE NONE TITLE MY 116. ELEMENT LOAD 117. 102 104 TRAP Y 1.281 0.001 118. 103 105 TRAP Y -0.001 -1.281 119. LOAD COMB 7 1.4CM+1.4CV 120. 1 1.4 2 1.4 121. LOAD COMB 8 1.1CV+1.1CM+1.1SX+0.3SY 122. 1 1.1 3 1.1 5 1.1 6 0.3 123. LOAD COMB 9 1.1CV+1.1CM+1.1SX-0.3SY 124. 1 1.1 3 1.1 5 1.1 6 -0.3 125. LOAD COMB 10 1.1CV+1.1CM-1.1SX+0.3SY 126. 1 1.1 3 1.1 5 -1.1 6 0.3 127. LOAD COMB 11 1.1CV+1.1CM-1.1SX-0.3SY 128. 1 1.1 3 1.1 5 -1.1 6 -0.3 129. LOAD COMB 12 1.1CV+1.1CM+0.3SX+1.1SY 130. 1 1.1 3 1.1 6 1.1 5 0.3 131. LOAD COMB 13 1.1CV+1.1CM-0.3SX+1.1SY 132. 1 1.1 3 1.1 6 1.1 5 -0.3




133. LOAD COMB 14 1.1CV+1.1CM+0.3SX-1.1SY 134. 1 1.1 3 1.1 6 -1.1 5 0.3 135. LOAD COMB 15 1.1CV+1.1CM-0.3SX-1.1SY 136. 1 1.1 3 1.1 6 -1.1 5 -0.3 137. PERFORM ANALYSIS PRINT STATICS CHECK

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

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 60/ 105/ 60

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 6, TOTAL DEGREES OF FREEDOM = 240




STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1 LOADTYPE NONE TITLE CARGA MUERTA

CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)

X = 0.207554590E+02 Y = 0.000000000E+00 Z = 0.699999978E+01

***TOTAL APPLIED LOAD ( MTON METE ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -3156.41 SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 22094.88 MY= 0.00 MZ= -65512.77

***TOTAL REACTION LOAD( MTON METE ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 3156.41 SUMMATION FORCE-Z = 0.00

SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -22094.88 MY= 0.00 MZ= 65512.77

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = -5.87652E+00 14 Z = 0.00000E+00 0 RX= -2.47359E-03 28 RY= 0.00000E+00 0 RZ= -5.21533E-04 2

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2 LOADTYPE NONE TITLE CARGA VIVA MAXIMA


X = 0.207349983E+02 Y = 0.000000000E+00 Z = 0.699999979E+01








MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = -7.20368E-01 26 Z = 0.00000E+00 0 RX= -3.13895E-04 28 RY= 0.00000E+00 0 RZ= -8.38265E-05 3

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 3 LOADTYPE NONE TITLE CARGA VIVA INSTANTANEA


X = 0.207349987E+02 Y = 0.000000000E+00 Z = 0.699999986E+01









STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 4 LOADTYPE NONE TITLE CARGA VIVA MEDIA


X = 0.207349985E+02 Y = 0.000000000E+00 Z = 0.699999980E+01






STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 5 LOADTYPE NONE TITLE MX





X = -0.334644713E+03 Y = 0.000000000E+00 Z = 0.699999997E+01


SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 33.34 MY= 0.00 MZ= 1593.71


SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= -33.34 MY= 0.00 MZ= -1593.71

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 5) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = -8.93815E-01 1 Z = 0.00000E+00 0 RX= -8.78589E-06 4 RY= 0.00000E+00 0 RZ= 1.37431E-03 1

STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 6 LOADTYPE NONE TITLE MY


X = 0.207350011E+02 Y = 0.000000000E+00 Z = -0.830156448E+08

***TOTAL APPLIED LOAD ( MTON METE ) SUMMARY (LOADING 6 ) SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = -2.0605150E-05 SUMMATION FORCE-Z = 0.0000000E+00





***TOTAL REACTION LOAD( MTON METE ) SUMMARY (LOADING 6 ) SUMMATION FORCE-X = 0.0000000E+00 SUMMATION FORCE-Y = 2.0605151E-05 SUMMATION FORCE-Z = 0.0000000E+00

SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 1710.55 MY= 0.00 MZ= 0.00

MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 6) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = -2.44293E+00 4 Z = 0.00000E+00 0 RX= -3.50986E-03 3 RY= 0.00000E+00 0 RZ= 3.67150E-03 4

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

138. FINISH




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

**** DATE= JUN 23,2012 TIME= 23:44:11 ****

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