Tuesday, May 01, 2012, 02:14 PM PAGE NO.
INGENIERO CIVIL
1
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
****************************** ********************************************** ********************** ****** * * * 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 SPACE INPUT 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
CED. PROF. 1 734 741
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 1 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL 41. 42. 43. 44. 45. 46. 47. 48. 49.
-- PAGE NO.
2
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
33 TO 36 FIXED MEMBER TRUSS 1 TO 36 38 TO 54 56 TO 63 LOAD 1 LOADTYPE DEAD TITLE WU SELFWEIGHT Y -1 JOINT LOAD 18 20 22 24 26 28 30 32 FY -1000 1 10 FY -690 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/ ORIGINAL/FINAL BAND-WIDTH= 32/ 4/ 24 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = SIZE OF STIFFNESS MATRIX = 5 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.1/ 201892.1 MB
CED. PROF. 1 734 741
4 192
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 2 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
-- PAGE NO.
INGENIERO CIVIL
3
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
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=
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. LOADTYPE DEAD TITLE WU
***TOTAL APPLIED LOAD SUMMATION FORCE-X SUMMATION FORCE-Y SUMMATION FORCE-Z
( KG CM ) SUMMARY (LOADING = 0.00 = -10057.18 = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= 0.00 MY= 0.00 MZ=
MAXIMUM DISPLACEMENTS ( MAXIMUMS AT X = 7.81753E-02 Y = -5.79831E-01 Z = 0.00000E+00 RX= 0.00000E+00 RY= 0.00000E+00 RZ= 2.44386E-04
CM /RADIANS) (LOADING NODE 18 20 0 0 0 1
CED. PROF. 1 734 741
1
1 )
-10110460.83
***TOTAL REACTION LOAD( KG CM ) SUMMARY (LOADING SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 10057.18 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGINMX= 0.00 MY= 0.00 MZ=
84
1 )
10110460.62
1)
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 3 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL
-- PAGE NO.
4
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
************ END OF DATA FROM INTERNAL STORAGE ************
50. 51. 52. 53. 54. 55.
PARAMETER CODE AISC FYLD 3515 ALL SSY 0 ALL SSZ 0 ALL CHECK CODE ALL
CED. PROF. 1 734 741
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 4 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
-- PAGE NO.
INGENIERO CIVIL
5
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
STAAD.PRO CODE CHECKING - (AISC 9TH EDITION) ********************************************
ALL UNITS ARE - KG MEMBER
CM
(UNLESS OTHERWISE NOTED)
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
1
2
3
4
5
6
7
8
9
10
TABLE
***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.154 2716.63 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.154 2716.63 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.222 3924.95 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.048 655.61 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.239 3273.82 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.235 3220.11 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.109 1928.09 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.184 3257.37 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.147 2605.65 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.189 3340.32 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR
CED. PROF. 1 734 741
TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES***
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 5 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
-- PAGE NO.
INGENIERO CIVIL
ALL UNITS ARE - KG MEMBER
CM
6
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
(UNLESS OTHERWISE NOTED)
RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================
11
12
13
14
15
16
17
18
19
20
21
22
TABLE
ST
HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.109 1926.98 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.239 3277.27 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.235 3216.90 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.046 626.47 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.219 3870.01 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.147 2605.65 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.245 3348.53 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.216 2953.70 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.141 1935.18 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.182 3221.07 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.035 618.51 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.214 2926.55 C 0.00 0.00
CED. PROF. 1 734 741
1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 6 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL 23
24
25
26
27
28
29
30
31
32
33
34
35
36
-- PAGE NO.
VICTOR ALFONSO LOPEZ ORTEGA
***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.283 3877.97 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.287 3933.15 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.216 2953.70 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.037 647.41 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS TENSION 0.182 3221.07 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.141 1936.06 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.214 2926.55 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.239 3265.33 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.276 3081.82 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.001 12.40 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.065 747.53 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.041 397.87 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.061 700.80 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.038 372.25 C 0.00 0.00
CED. PROF. 1 734 741
7
1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
ARQUITECTO
TUBES***
PERITO DRO. No. 301 Page 7 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL 38
39
40
41
42
43
44
45
46
47
48
49
50
51
-- PAGE NO.
VICTOR ALFONSO LOPEZ ORTEGA
***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.001 11.41 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.107 1219.67 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.172 1682.39 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.270 3090.02 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.174 1708.01 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.274 3136.74 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.283 2768.20 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.005 59.09 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.001 11.41 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.002 12.37 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.277 2712.50 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.272 3103.23 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.173 1689.63 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.267 3056.51 T 0.00 0.00
CED. PROF. 1 734 741
8
1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 145.89
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
ARQUITECTO
TUBES***
PERITO DRO. No. 301 Page 8 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL 52
53
54
56
57
58
59
60
61
62
63
64
65
66
-- PAGE NO.
VICTOR ALFONSO LOPEZ ORTEGA
***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.170 1664.01 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.104 1186.15 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.001 11.41 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.040 390.62 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.064 734.31 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.043 416.24 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.068 781.04 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS TENSION 0.001 12.13 T 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST4X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.259 2992.49 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-1 0.153 1172.94 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST2X2X0.125 (AISC SECTIONS) PASS AISC- H1-3 0.149 1139.43 C 0.00 0.00 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.063 2203.15 C 0.00 -2789.33 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.072 2844.60 C 0.00 1172.91 ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR ST HSST6X6X0.188 (AISC SECTIONS) PASS AISC- H1-3 0.070 2788.90 C 0.00 -1090.85
CED. PROF. 1 734 741
9
1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 0.00 TUBES*** 1 145.89 TUBES*** 1 80.00 TUBES*** 1 164.73 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00 TUBES*** 1 0.00
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
ARQUITECTO
TUBES***
PERITO DRO. No. 301 Page 9 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL 67
-- PAGE NO.
10
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES*** 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
CED. PROF. 1 734 741
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 10 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
-- PAGE NO.
INGENIERO CIVIL
11
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
STEEL TAKE-OFF -------------PROFILE
LENGTH(CM
ST HSST4X2X0.125 ST HSST2X2X0.125 ST HSST6X6X0.188 PRISMATIC STEEL
MEMBER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38
WEIGHT(KG
)
4048.50 3242.47 1360.00 0.00
PROFILE
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
)
HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST4X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125
CED. PROF. 1 734 741
265.984 137.649 273.552 0.000 ---------------TOTAL = 677.185
LENGTH (CM )
152.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 144.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 122.00 171.77 80.00 145.89 80.00 145.89 80.00 80.00
WEIGHT (KG )
9.986 8.015 8.015 8.015 8.015 8.015 8.015 8.015 9.461 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 8.015 11.285 3.396 6.193 3.396 6.193 3.396 3.396
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 11 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
-- PAGE NO.
INGENIERO CIVIL 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 56 57 58 59 60 61 62 63 64 65 66 67
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
12
VICTOR ALFONSO LOPEZ ORTEGA
HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST4X2X0.125 HSST2X2X0.125 HSST2X2X0.125 HSST6X6X0.188 HSST6X6X0.188 HSST6X6X0.188 HSST6X6X0.188
145.89 80.00 145.89 80.00 145.89 80.00 145.89 80.00 145.89 80.00 145.89 80.00 145.89 80.00 145.89 80.00 80.00 145.89 80.00 145.89 80.00 164.73 145.89 145.89 340.00 340.00 340.00 340.00
ARQUITECTO
6.193 3.396 6.193 3.396 6.193 3.396 6.193 3.396 6.193 3.396 6.193 3.396 6.193 3.396 6.193 3.396 3.396 6.193 3.396 6.193 3.396 10.823 6.193 6.193 68.388 68.388 68.388 68.388
************ END OF DATA FROM INTERNAL STORAGE ************
57. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= MAY
1,2012
CED. PROF. 1 734 741
TIME= 14:13:59 ****
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 12 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL
-- PAGE NO.
13
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
************************************************************ * 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] * ************************************************************
CED. PROF. 1 734 741
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 13 of 14
Tuesday, May 01, 2012, 02:14 PM STAAD SPACE
INGENIERO CIVIL
-- PAGE NO.
14
VICTOR ALFONSO LOPEZ ORTEGA
ARQUITECTO
Information about the key files in the current distribution Modfication Date CRC Size (Bytes) File Name ----------------------------------------------------------------------------------------07/12/2005 0xaf01 11636736 SProStaad.exe 12/17/2004 0xca81 04558848 SProStaadStl.exe 09/19/2003 0x2fc0 00081970 CMesh.dll 07/11/2005 0xc7c0 02396160 dbsectioninterface.dll 01/24/2001 0x9b40 00073728 LoadGen.dll 09/25/2003 0x6340 00704512 MeshEngine.dll 09/22/2003 0xce00 00069632 QuadPlateEngine.dll 04/16/2004 0x91c1 00139264 SurfMesh.dll 06/23/2005 0x4c01 00493568 aiscsections.mdb 01/05/2005 0x79c1 00319488 aiscsections_all_editions.mdb 01/05/2005 0x4b81 01810432 aiscsteeljoists.mdb 01/05/2005 0xcac1 03651584 aitctimbersections.mdb 01/27/2005 0xeb01 00552960 aluminumsections.mdb 01/05/2005 0xcd01 00163840 australiansections.mdb 01/05/2005 0x6a41 00229376 britishsections.mdb 07/08/2005 0x9d41 00434176 bscoldformedsections.mdb 06/28/2005 0x8201 00327680 butlercoldformedsections.mdb 01/05/2005 0xabc0 00262144 canadiansections.mdb 05/31/2005 0x9e81 00450560 canadiantimbersections.mdb 05/05/2005 0x7f80 00409600 chinesesections.mdb 01/05/2005 0xd6c0 00600064 dutchsections.mdb 01/05/2005 0x1a00 00354304 europeansections.mdb 01/05/2005 0xd301 00202752 frenchsections.mdb 01/05/2005 0x11c1 00233472 germansections.mdb 01/05/2005 0x3c40 00264192 indiansections.mdb 01/05/2005 0xd540 00180224 iscoldformedsections.mdb 02/03/2005 0x9c01 00202752 japanesesections.mdb 01/05/2005 0xb740 00174080 koreansections.mdb 02/03/2005 0xda00 00096256 lysaghtcoldformedsections.mdb 02/07/2005 0x9a00 00243712 mexicansteeltables.mdb 02/03/2005 0x9b40 00307200 russiansections.mdb 01/05/2005 0x9081 00206848 southafricansections.mdb 01/06/2005 0x9341 00194560 spanishsections.mdb 06/23/2005 0x2800 00204800 uscoldformedsections.mdb 01/05/2005 0xbac0 00149504 usersectionstemplate.mdb 01/05/2005 0x9d41 00141312 venezuelansections.mdb -----------------------------------------------------------------------------------------
CED. PROF. 1 734 741
DISEÑO Y CALCULO ESTRUCTURAL
C:\Documents and Settings\Juan\Escritorio\Estructura metalica.anl
PERITO DRO. No. 301 Page 14 of 14
