estructura metalica

Tuesday, May 01, 2012, 02:14 PM

PAGE NO. 1

**************************************************** * * * STAAD.Pro * * Version 2005 Bld 1001.US * * Proprietary Program of * * Research Engineers, Intl. * * Date= MAY 1, 2012 * * Time= 14:13:59 * * * * USER ID: [ LZ0 + LND ] * ****************************************************

1. STAAD SPACEINPUT FILE: Estructura metalica.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-MAY-12 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT CM KG 7. JOINT COORDINATES 8. 1 0 0 0; 2 152 0 0; 3 396 0 0; 4 640 0 0; 5 884 0 0; 6 1128 0 0 9. 7 1372 0 0; 8 1616 0 0; 9 1860 0 0; 10 2004 0 0; 11 274 0 0; 12 518 0 0 10. 13 762 0 0; 14 1006 0 0; 15 1250 0 0; 16 1494 0 0; 17 1738 0 0 11. 18 152 80 0; 19 274 80 0; 20 396 80 0; 21 518 80 0; 22 640 80 0 12. 23 762 80 0; 24 884 80 0; 25 1006 80 0; 26 1128 80 0; 27 1250 80 0 13. 28 1372 80 0; 29 1494 80 0; 30 1616 80 0; 31 1738 80 0; 32 1860 80 0 14. 33 0 -340 0; 34 884 -340 0; 35 1128 -340 0; 36 2004 -340 0 15. MEMBER INCIDENCES 16. 1 1 2; 2 2 11; 3 3 12; 4 4 13; 5 5 14; 6 6 15; 7 7 16; 8 8 17; 9 9 10 17. 10 11 3; 11 12 4; 12 13 5; 13 14 6; 14 15 7; 15 16 8; 16 17 9; 17 18 19 18. 18 20 21; 19 22 23; 20 24 25; 21 26 27; 22 28 29; 23 30 31; 24 19 20 19. 25 21 22; 26 23 24; 27 25 26; 28 27 28; 29 29 30; 30 31 32; 31 1 18 20. 32 18 2; 33 11 18; 34 11 19; 35 3 19; 36 3 20; 38 12 21; 39 12 22 21. 40 4 22; 41 4 23; 42 13 23; 43 13 24; 44 5 24; 45 14 24; 46 14 25 22. 47 14 26; 48 6 26; 49 15 26; 50 15 27; 51 7 27; 52 7 28; 53 16 28 23. 54 16 29; 56 8 30; 57 8 31; 58 17 31; 59 17 32; 60 9 32; 61 32 10 24. 62 12 20; 63 16 30; 64 33 1; 65 34 5; 66 35 6; 67 36 10 25. DEFINE MATERIAL START 26. ISOTROPIC STEEL 27. E 2.09042E+006 28. POISSON 0.3 29. DENSITY 0.00783341 30. ALPHA 1.2E-005 31. DAMP 0.03 32. END DEFINE MATERIAL 33. MEMBER PROPERTY AMERICAN 34. 64 TO 67 TABLE ST HSST6X6X0.188 35. 1 TO 31 61 TABLE ST HSST4X2X0.125 36. 32 TO 36 38 TO 54 56 TO 60 62 63 TABLE ST HSST2X2X0.125 37. CONSTANTS 38. BETA 90 MEMB 1 TO 31 61 39. MATERIAL STEEL MEMB 1 TO 36 38 TO 54 56 TO 67 40. SUPPORTS

of 14C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl

INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTO

CED. PROF. 1 734 741 DISEÑO Y CALCULO ESTRUCTURAL PERITO DRO. No. 301

Tuesday, May 01, 2012, 02:14 PM

STAAD SPACE -- PAGE NO. 2

41. 33 TO 36 FIXED 42. MEMBER TRUSS 43. 1 TO 36 38 TO 54 56 TO 63 44. LOAD 1 LOADTYPE DEAD TITLE WU 45. SELFWEIGHT Y -1 46. JOINT LOAD 47. 18 20 22 24 26 28 30 32 FY -1000 48. 1 10 FY -690 49. 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 = 36/ 65/ 4 ORIGINAL/FINAL BAND-WIDTH= 32/ 4/ 24 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 192 SIZE OF STIFFNESS MATRIX = 5 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.1/ 201892.1 MB




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ZERO STIFFNESS IN DIRECTION 3 AT JOINT 2 EQN.NO. 9 LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION. ZERO STIFFNESS IN DIRECTION 4 AT JOINT 2 EQN.NO. 10 ZERO STIFFNESS IN DIRECTION 5 AT JOINT 2 EQN.NO. 11 ZERO STIFFNESS IN DIRECTION 6 AT JOINT 2 EQN.NO. 12 ZERO STIFFNESS IN DIRECTION 3 AT JOINT 18 EQN.NO. 15 ZERO STIFFNESS IN DIRECTION 4 AT JOINT 18 EQN.NO. 16 ZERO STIFFNESS IN DIRECTION 5 AT JOINT 18 EQN.NO. 17 ZERO STIFFNESS IN DIRECTION 6 AT JOINT 18 EQN.NO. 18 ZERO STIFFNESS IN DIRECTION 3 AT JOINT 11 EQN.NO. 21 ZERO STIFFNESS IN DIRECTION 4 AT JOINT 11 EQN.NO. 22 ZERO STIFFNESS IN DIRECTION 5 AT JOINT 11 EQN.NO. 23 ZERO STIFFNESS IN DIRECTION 6 AT JOINT 11 EQN.NO. 24 **WARNING - THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS. THE FIRST 12 ARE LISTED ABOVE. TOTAL # TRANSLATIONAL= 28 TOTAL # ROTATIONAL= 84 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1 LOADTYPE DEAD TITLE WU ***TOTAL APPLIED LOAD ( KG CM ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -10057.18 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= 0.00 MZ= -10110460.83 ***TOTAL REACTION LOAD( KG CM ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 10057.18 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= 0.00 MZ= 10110460.62 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1) MAXIMUMS AT NODE X = 7.81753E-02 18 Y = -5.79831E-01 20 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= 2.44386E-04 1




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************ END OF DATA FROM INTERNAL STORAGE ************ 50. PARAMETER 51. CODE AISC 52. FYLD 3515 ALL 53. SSY 0 ALL 54. SSZ 0 ALL 55. CHECK CODE ALL




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STAAD.PRO CODE CHECKING - (AISC 9TH EDITION) ********************************************

ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 1 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.154 1 2716.63 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 2 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.154 1 2716.63 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 3 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.222 1 3924.95 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 4 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.048 1 655.61 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 5 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.239 1 3273.82 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 6 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.235 1 3220.11 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 7 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.109 1 1928.09 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 8 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.184 1 3257.37 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 9 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.147 1 2605.65 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 10 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.189 1 3340.32 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***




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ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

11 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.109 1 1926.98 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 12 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.239 1 3277.27 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 13 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.235 1 3216.90 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 14 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.046 1 626.47 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 15 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.219 1 3870.01 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 16 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.147 1 2605.65 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 17 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.245 1 3348.53 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 18 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.216 1 2953.70 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 19 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.141 1 1935.18 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 20 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.182 1 3221.07 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 21 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.035 1 618.51 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 22 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.214 1 2926.55 C 0.00 0.00 0.00




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***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 23 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.283 1 3877.97 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 24 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.287 1 3933.15 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 25 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.216 1 2953.70 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 26 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.037 1 647.41 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 27 ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.182 1 3221.07 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 28 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.141 1 1936.06 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 29 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.214 1 2926.55 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 30 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.239 1 3265.33 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 31 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.276 1 3081.82 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 32 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.001 1 12.40 T 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 33 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.065 1 747.53 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 34 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.041 1 397.87 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 35 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.061 1 700.80 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 36 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.038 1 372.25 C 0.00 0.00 0.00




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***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 38 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.001 1 11.41 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 39 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.107 1 1219.67 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 40 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.172 1 1682.39 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 41 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.270 1 3090.02 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 42 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.174 1 1708.01 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 43 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.274 1 3136.74 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 44 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.283 1 2768.20 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 45 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.005 1 59.09 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 46 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.001 1 11.41 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 47 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.002 1 12.37 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 48 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.277 1 2712.50 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 49 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.272 1 3103.23 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 50 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.173 1 1689.63 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 51 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.267 1 3056.51 T 0.00 0.00 145.89




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***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 52 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.170 1 1664.01 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 53 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.104 1 1186.15 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 54 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.001 1 11.41 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 56 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.040 1 390.62 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 57 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.064 1 734.31 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 58 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.043 1 416.24 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 59 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.068 1 781.04 T 0.00 0.00 145.89 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 60 ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.001 1 12.13 T 0.00 0.00 80.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 61 ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.259 1 2992.49 C 0.00 0.00 164.73 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 62 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.153 1 1172.94 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 63 ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.149 1 1139.43 C 0.00 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 64 ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.063 1 2203.15 C 0.00 -2789.33 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 65 ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.072 1 2844.60 C 0.00 1172.91 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 66 ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.070 1 2788.90 C 0.00 -1090.85 0.00




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***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 67 ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.063 1 2220.54 C 0.00 2707.27 0.00

56. STEEL MEMBER TAKE OFF




Tuesday, May 01, 2012, 02:14 PM


STEEL TAKE-OFF -------------- PROFILE LENGTH(CM ) WEIGHT(KG )

ST HSST4X2X0.125 4048.50 265.984 ST HSST2X2X0.125 3242.47 137.649 ST HSST6X6X0.188 1360.00 273.552 PRISMATIC STEEL 0.00 0.000 ---------------- TOTAL = 677.185

MEMBER PROFILE LENGTH WEIGHT (CM ) (KG )

1 ST HSST4X2X0.125 152.00 9.986 2 ST HSST4X2X0.125 122.00 8.015 3 ST HSST4X2X0.125 122.00 8.015 4 ST HSST4X2X0.125 122.00 8.015 5 ST HSST4X2X0.125 122.00 8.015 6 ST HSST4X2X0.125 122.00 8.015 7 ST HSST4X2X0.125 122.00 8.015 8 ST HSST4X2X0.125 122.00 8.015 9 ST HSST4X2X0.125 144.00 9.461 10 ST HSST4X2X0.125 122.00 8.015 11 ST HSST4X2X0.125 122.00 8.015 12 ST HSST4X2X0.125 122.00 8.015 13 ST HSST4X2X0.125 122.00 8.015 14 ST HSST4X2X0.125 122.00 8.015 15 ST HSST4X2X0.125 122.00 8.015 16 ST HSST4X2X0.125 122.00 8.015 17 ST HSST4X2X0.125 122.00 8.015 18 ST HSST4X2X0.125 122.00 8.015 19 ST HSST4X2X0.125 122.00 8.015 20 ST HSST4X2X0.125 122.00 8.015 21 ST HSST4X2X0.125 122.00 8.015 22 ST HSST4X2X0.125 122.00 8.015 23 ST HSST4X2X0.125 122.00 8.015 24 ST HSST4X2X0.125 122.00 8.015 25 ST HSST4X2X0.125 122.00 8.015 26 ST HSST4X2X0.125 122.00 8.015 27 ST HSST4X2X0.125 122.00 8.015 28 ST HSST4X2X0.125 122.00 8.015 29 ST HSST4X2X0.125 122.00 8.015 30 ST HSST4X2X0.125 122.00 8.015 31 ST HSST4X2X0.125 171.77 11.285 32 ST HSST2X2X0.125 80.00 3.396 33 ST HSST2X2X0.125 145.89 6.193 34 ST HSST2X2X0.125 80.00 3.396 35 ST HSST2X2X0.125 145.89 6.193 36 ST HSST2X2X0.125 80.00 3.396 38 ST HSST2X2X0.125 80.00 3.396




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39 ST HSST2X2X0.125 145.89 6.193 40 ST HSST2X2X0.125 80.00 3.396 41 ST HSST2X2X0.125 145.89 6.193 42 ST HSST2X2X0.125 80.00 3.396 43 ST HSST2X2X0.125 145.89 6.193 44 ST HSST2X2X0.125 80.00 3.396 45 ST HSST2X2X0.125 145.89 6.193 46 ST HSST2X2X0.125 80.00 3.396 47 ST HSST2X2X0.125 145.89 6.193 48 ST HSST2X2X0.125 80.00 3.396 49 ST HSST2X2X0.125 145.89 6.193 50 ST HSST2X2X0.125 80.00 3.396 51 ST HSST2X2X0.125 145.89 6.193 52 ST HSST2X2X0.125 80.00 3.396 53 ST HSST2X2X0.125 145.89 6.193 54 ST HSST2X2X0.125 80.00 3.396 56 ST HSST2X2X0.125 80.00 3.396 57 ST HSST2X2X0.125 145.89 6.193 58 ST HSST2X2X0.125 80.00 3.396 59 ST HSST2X2X0.125 145.89 6.193 60 ST HSST2X2X0.125 80.00 3.396 61 ST HSST4X2X0.125 164.73 10.823 62 ST HSST2X2X0.125 145.89 6.193 63 ST HSST2X2X0.125 145.89 6.193 64 ST HSST6X6X0.188 340.00 68.388 65 ST HSST6X6X0.188 340.00 68.388 66 ST HSST6X6X0.188 340.00 68.388 67 ST HSST6X6X0.188 340.00 68.388 ************ END OF DATA FROM INTERNAL STORAGE ************ 57. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAY 1,2012 TIME= 14:13:59 ****




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************************************************************ * For questions on STAAD.Pro, please contact * * Research Engineers Offices at the following locations * * * * Telephone Email * * USA: +1 (714)974-2500 [email protected] * * CANADA +1 (905)632-4771 [email protected] * * CANADA +1 (604)629 6087 [email protected] * * UK +44(1454)207-000 [email protected] * * FRANCE +33(0)1 64551084 [email protected] * * GERMANY +49/931/40468-71 [email protected] * * NORWAY +47 67 57 21 30 [email protected] * * SINGAPORE +65 6225-6015/16 [email protected] * * INDIA +91(033)2357-3575 [email protected] * * JAPAN +81(03)5952-6500 [email protected] * * CHINA +86(411)363-1983 [email protected] * * * * North America [email protected] * * Europe [email protected] * * Asia [email protected] * ************************************************************




Tuesday, May 01, 2012, 02:14 PM


Information about the key files in the current distribution Modfication Date CRC Size (Bytes) File Name-----------------------------------------------------------------------------------------07/12/2005 0xaf01 11636736 SProStaad.exe12/17/2004 0xca81 04558848 SProStaadStl.exe09/19/2003 0x2fc0 00081970 CMesh.dll07/11/2005 0xc7c0 02396160 dbsectioninterface.dll01/24/2001 0x9b40 00073728 LoadGen.dll09/25/2003 0x6340 00704512 MeshEngine.dll09/22/2003 0xce00 00069632 QuadPlateEngine.dll04/16/2004 0x91c1 00139264 SurfMesh.dll06/23/2005 0x4c01 00493568 aiscsections.mdb01/05/2005 0x79c1 00319488 aiscsections_all_editions.mdb01/05/2005 0x4b81 01810432 aiscsteeljoists.mdb01/05/2005 0xcac1 03651584 aitctimbersections.mdb01/27/2005 0xeb01 00552960 aluminumsections.mdb01/05/2005 0xcd01 00163840 australiansections.mdb01/05/2005 0x6a41 00229376 britishsections.mdb07/08/2005 0x9d41 00434176 bscoldformedsections.mdb06/28/2005 0x8201 00327680 butlercoldformedsections.mdb01/05/2005 0xabc0 00262144 canadiansections.mdb05/31/2005 0x9e81 00450560 canadiantimbersections.mdb05/05/2005 0x7f80 00409600 chinesesections.mdb01/05/2005 0xd6c0 00600064 dutchsections.mdb01/05/2005 0x1a00 00354304 europeansections.mdb01/05/2005 0xd301 00202752 frenchsections.mdb01/05/2005 0x11c1 00233472 germansections.mdb01/05/2005 0x3c40 00264192 indiansections.mdb01/05/2005 0xd540 00180224 iscoldformedsections.mdb02/03/2005 0x9c01 00202752 japanesesections.mdb01/05/2005 0xb740 00174080 koreansections.mdb02/03/2005 0xda00 00096256 lysaghtcoldformedsections.mdb02/07/2005 0x9a00 00243712 mexicansteeltables.mdb02/03/2005 0x9b40 00307200 russiansections.mdb01/05/2005 0x9081 00206848 southafricansections.mdb01/06/2005 0x9341 00194560 spanishsections.mdb06/23/2005 0x2800 00204800 uscoldformedsections.mdb01/05/2005 0xbac0 00149504 usersectionstemplate.mdb01/05/2005 0x9d41 00141312 venezuelansections.mdb-----------------------------------------------------------------------------------------


