rangka atap

Saturday, June 06, 2015, 10:59 PM

PAGE NO. 1

**************************************************** * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JUN 6, 2015 * * Time= 22:59: 3 * * * * USER ID: GB3 ENGINEERING CONSULTANT * ****************************************************

1. STAAD TRUSS INPUT FILE: Rangka Atap.STD 2. START JOB INFORMATION 3. ENGINEER DATE 23-APR-15 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT CM KG 7. JOINT COORDINATES 8. 1 0 0 0; 2 125 0 0; 3 125 58.2885 0; 4 250 0 0; 5 250 116.577 0; 6 375 0 0 9. 7 375 174.866 0; 8 500 0 0; 9 500 233.154 0; 10 625 0 0; 11 625 174.866 0 10. 12 750 0 0; 13 750 116.577 0; 14 875 0 0; 15 875 58.2885 0; 16 1000 0 0 11. MEMBER INCIDENCES 12. 1 1 2; 2 3 1; 3 3 2; 4 2 4; 5 3 4; 6 5 3; 7 5 4; 8 4 6; 9 5 6; 10 7 5; 11 7 6 13. 12 6 8; 13 7 8; 14 9 7; 15 9 8; 16 8 10; 17 11 8; 18 11 9; 19 11 10; 20 10 12 14. 21 13 10; 22 13 11; 23 13 12; 24 12 14; 25 15 12; 26 15 13; 27 15 14; 28 14 16 15. 29 16 15 16. DEFINE MATERIAL START 17. ISOTROPIC STEEL 18. E 2.09042E+006 19. POISSON 0.3 20. DENSITY 0.00783341 21. ALPHA 1.2E-005 22. DAMP 0.03 23. END DEFINE MATERIAL 24. MEMBER PROPERTY INDIAN 25. 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 29 TABLE LD ISA70X70X6 SP 0.8 26. 3 5 7 9 11 13 17 19 21 23 25 27 TABLE LD ISA50X50X5 SP 0.8 27. 15 TABLE ST PIPE OD 10 ID 8 28. CONSTANTS 29. MATERIAL STEEL ALL 30. SUPPORTS 31. 1 PINNED 32. 16 FIXED BUT FX MZ 33. UNIT METER KG 34. LOAD 1 LOADTYPE LIVE TITLE BERAT SENDIRI 35. SELFWEIGHT Y -1 36. LOAD 2 LOADTYPE DEAD TITLE BEBAN ATAP 37. JOINT LOAD 38. 5 7 9 11 13 15 FY -253.55 39. 1 16 FY -126.775 40. LOAD 3 LOADTYPE LIVE TITLE BEBAN HIDUP

of 8D:\UNIBA\SEMESTER 6\APLIKASI KOMPUTER\LATIHAN 2\Rangka Atap.anl


STAAD TRUSS -- PAGE NO. 2

41. JOINT LOAD 42. 5 7 9 11 13 15 FY -100 43. 1 16 FY -50 44. LOAD 4 LOADTYPE WIND TITLE BEBAN ANGIN KIRI 45. MEMBER LOAD 46. 10 14 UNI Y -50 47. LOAD 5 LOADTYPE WIND TITLE BEBAN ANGIN KANAN 48. MEMBER LOAD 49. 18 22 26 29 UNI Y 10 50. LOAD COMB 6 KOMBINASI 1 51. 1 1.333 2 1.333 3 1.333 4 1.333 52. LOAD COMB 7 KOMBINASI 2 53. 1 1.333 2 1.333 3 1.333 5 1.333 54. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 16/ 29/ 2

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 5, TOTAL DEGREES OF FREEDOM = 29

55. UNIT CM KG 56. PARAMETER 1 57. CODE AISC 58. FYLD 1600 MEMB 1 4 7 TO 29 59. KY 1 MEMB 1 4 7 TO 29 60. KZ 1 MEMB 1 4 7 TO 29 61. NSF 0.65 MEMB 7 9 11 13 17 19 21 23 25 27 62. NSF 0.85 MEMB 1 4 8 10 12 14 TO 16 18 20 22 24 26 28 29 63. RATIO 1 MEMB 1 4 7 TO 29 64. TRACK 0 MEMB 1 4 7 TO 29 65. SELECT ALL




STAAD.Pro MEMBER SELECTION - (AISC 9TH EDITION) **************************

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

1 LD ISA25X25X4 (INDIAN SECTIONS) PASS TENSION 0.996 6 3518.27 T 0.00 0.00 0.00 2 LD ISA40X40X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.997 6 3801.16 C 0.00 0.00 137.92 3 LD ISA20X20X3 (INDIAN SECTIONS) PASS TENSION 0.008 6 26.87 T 0.00 0.00 0.00 4 LD ISA25X25X4 (INDIAN SECTIONS) PASS TENSION 0.996 6 3518.27 T 0.00 0.00 0.00 5 LD ISA25X25X3 (INDIAN SECTIONS) PASS AISC- H1-3 0.076 6 70.33 C 0.00 0.00 137.92 6 LD ISA40X40X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.980 6 3733.74 C 0.00 0.00 137.92 7 LD ISA20X20X3 (INDIAN SECTIONS) PASS TENSION 0.032 6 68.09 T 0.00 0.00 0.00 8 LD ISA25X25X4 (INDIAN SECTIONS) PASS TENSION 0.979 6 3457.17 T 0.00 0.00 0.00 9 LD ISA30X20X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.655 6 613.68 C 0.00 0.00 170.92 10 LD ISA45X45X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.890 6 3264.69 C 0.00 0.00 137.92 11 LD ISA20X20X3 (INDIAN SECTIONS) PASS TENSION 0.215 6 461.66 T 0.00 0.00 0.00 12 LD ISA30X30X3 (INDIAN SECTIONS) PASS TENSION 0.907 6 3012.64 T 0.00 0.00 0.00 13 LD ISA40X25X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.801 6 993.64 C 0.00 0.00 214.95 14 LD ISA45X30X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.933 6 2675.58 C 0.00 0.00 137.92 15 ST PIP424.0L (INDIAN SECTIONS) PASS TENSION 0.545 6 1730.24 T 0.00 0.00 0.00 16 LD ISA30X30X3 (INDIAN SECTIONS) PASS TENSION 0.911 6 3024.35 T 0.00 0.00 0.00




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

17 LD ISA40X25X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.817 6 1013.79 C 0.00 0.00 214.95 18 LD ISA45X30X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.940 6 2697.02 C 0.00 0.00 0.00 19 LD ISA30X20X3 (INDIAN SECTIONS) PASS TENSION 0.216 6 584.94 T 0.00 0.00 0.00 20 LD ISA40X25X3 (INDIAN SECTIONS) PASS TENSION 0.998 6 3601.08 T 0.00 0.00 0.00 21 LD ISA30X20X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.847 6 794.44 C 0.00 0.00 170.92 22 LD ISA45X45X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.911 6 3341.92 C 0.00 0.00 0.00 23 LD ISA20X20X3 (INDIAN SECTIONS) PASS TENSION 0.141 6 303.73 T 0.00 0.00 0.00 24 LD ISA45X30X3 (INDIAN SECTIONS) PASS TENSION 0.996 6 4167.51 T 0.00 0.00 0.00 25 LD ISA25X25X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.676 6 627.91 C 0.00 0.00 137.92 26 LD ISA50X50X3 (INDIAN SECTIONS) PASS AISC- H1-1 0.956 6 3978.26 C 0.00 0.00 0.00 27 LD ISA20X20X3 (INDIAN SECTIONS) PASS TENSION 0.012 6 26.87 T 0.00 0.00 0.00 28 LD ISA45X30X3 (INDIAN SECTIONS) PASS TENSION 0.996 6 4167.51 T 0.00 0.00 0.00 29 LD ISA45X45X4 (INDIAN SECTIONS) PASS AISC- H1-1 0.959 6 4603.25 C 0.00 0.00 0.00

66. PARAMETER 2 67. CODE AISC 68. STEEL MEMBER TAKE OFF ALL




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

LD ISA25X25X4 375.00 10.810 LD ISA40X40X3 275.84 10.113 LD ISA20X20X3 524.60 9.205 LD ISA25X25X3 275.84 6.093 LD ISA30X20X3 516.72 11.414 LD ISA45X45X3 275.84 11.409 LD ISA30X30X3 250.00 6.776 LD ISA40X25X3 554.90 16.344 LD ISA45X30X3 525.84 17.960 ST PIP424.0L 233.15 6.045 LD ISA50X50X3 137.92 6.374 LD ISA45X45X4 137.92 7.498 ---------------- TOTAL = 120.041

MEMBER PROFILE LENGTH WEIGHT (CM ) (KG )

1 LD ISA25X25X4 125.00 3.603 2 LD ISA40X40X3 137.92 5.056 3 LD ISA20X20X3 58.29 1.023 4 LD ISA25X25X4 125.00 3.603 5 LD ISA25X25X3 137.92 3.047 6 LD ISA40X40X3 137.92 5.056 7 LD ISA20X20X3 116.58 2.046 8 LD ISA25X25X4 125.00 3.603 9 LD ISA30X20X3 170.92 3.776 10 LD ISA45X45X3 137.92 5.705 11 LD ISA20X20X3 174.87 3.068 12 LD ISA30X30X3 125.00 3.388 13 LD ISA40X25X3 214.95 6.331 14 LD ISA45X30X3 137.92 4.711 15 ST PIP424.0L 233.15 6.045 16 LD ISA30X30X3 125.00 3.388 17 LD ISA40X25X3 214.95 6.331 18 LD ISA45X30X3 137.92 4.711 19 LD ISA30X20X3 174.87 3.863 20 LD ISA40X25X3 125.00 3.682 21 LD ISA30X20X3 170.92 3.776 22 LD ISA45X45X3 137.92 5.705 23 LD ISA20X20X3 116.58 2.046 24 LD ISA45X30X3 125.00 4.269 25 LD ISA25X25X3 137.92 3.047 26 LD ISA50X50X3 137.92 6.374 27 LD ISA20X20X3 58.29 1.023 28 LD ISA45X30X3 125.00 4.269 29 LD ISA45X45X4 137.92 7.498 ---------------- TOTAL = 120.041




************ END OF DATA FROM INTERNAL STORAGE ************ 69. FINISH **************************************************************************** **WARNING** SOME MEMBER SIZES HAVE CHANGED SINCE LAST ANALYSIS. IN THE POST PROCESSOR, MEMBER QUERIES WILL USE THE LAST ANALYSIS FORCES WITH THE UPDATED MEMBER SIZES. TO CORRECT THIS INCONSISTENCY, PLEASE DO ONE MORE ANALYSIS. FROM THE UPPER MENU, PRESS RESULTS, UPDATE PROPERTIES, THEN FILE SAVE; THEN ANALYZE AGAIN WITHOUT THE GROUP OR SELECT COMMANDS. **************************************************************************** *********** END OF THE STAAD.Pro RUN *********** **** DATE= JUN 6,2015 TIME= 22:59: 4 ****




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