staad output
DESCRIPTION
Sample Staad OutputTRANSCRIPT
Saturday, September 26, 2015, 07:35 PM PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SELECTseries4 * * Version 20.07.09.31 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= SEP 26, 2015 * * Time= 19:31:56 * * * * USER ID: Hewlett-Packard * **************************************************** 1. STAAD PLANE INPUT FILE: Parking Lot Frame.STD 2. START JOB INFORMATION 3. ENGINEER DATE 25-SEP-15 4. JOB NAME PARKING LOT FRAMING 5. END JOB INFORMATION 6. INPUT WIDTH 79 7. UNIT METER KN 8. JOINT COORDINATES 9. 1 0 0 0; 3 0 0.2 0; 4 3.2 0 0; 5 3.2 0.6 0; 6 0.793822 0.299228 0 10. 7 0.793822 0 0; 8 1.39537 0.374421 0; 9 1.99691 0.449614 0 11. 10 2.59846 0.524807 0; 11 1.39537 0 0; 12 1.99691 0 0; 13 2.59846 0 0 12. 14 3.2 -2.2 0; 15 3.2 2 0; 16 3.2 1.4 0 13. MEMBER INCIDENCES 14. 2 1 3; 4 4 5; 5 3 6; 6 1 7; 7 6 8; 8 7 11; 9 6 7; 10 8 9; 11 9 10; 12 10 5 15. 13 11 12; 14 8 11; 15 12 13; 16 9 12; 17 13 4; 18 10 13; 19 3 7; 20 6 11 16. 21 8 12; 22 9 13; 23 10 4; 24 4 14; 25 5 16; 26 16 15; 27 6 16 17. START GROUP DEFINITION 18. MEMBER 19. _WEB 9 14 16 18 TO 23 20. END GROUP DEFINITION 21. UNIT METER KN 22. DEFINE MATERIAL START 23. ISOTROPIC STEEL 24. E 2.05E+008 25. POISSON 0.3 26. DENSITY 76.8195 27. ALPHA 1.2E-005 28. DAMP 0.03 29. ISOTROPIC CONCRETE 30. E 2.17185E+007 31. POISSON 0.17 32. DENSITY 23.5616 33. ALPHA 1E-005 34. DAMP 0.05 35. TYPE CONCRETE 36. STRENGTH FCU 27579 37. END DEFINE MATERIAL 38. MEMBER PROPERTY AMERICAN
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Saturday, September 26, 2015, 07:35 PM STAAD PLANE -- PAGE NO. 2 39. 4 24 TO 26 TABLE ST W6X25 40. 2 5 TO 8 10 TO 13 15 17 TABLE LD L20202 SP 0.0045 41. MEMBER PROPERTY AMERICAN 42. 27 TABLE ST PIPS10 43. UNIT METER KG 44. MEMBER PROPERTY BRITISH 45. 9 14 16 18 TO 23 TABLE LD UA40X40X4 SP 0.045 46. UNIT METER KN 47. CONSTANTS 48. BETA 180 MEMB 6 8 13 15 17 19 TO 23 49. MATERIAL STEEL ALL 50. SUPPORTS 51. 14 FIXED 52. LOAD 1 LOADTYPE NONE TITLE DEAD LOADS 53. SELFWEIGHT Y -1 54. MEMBER LOAD 55. 6 8 13 15 17 UNI GY -1.2 56. 5 7 10 TO 12 UNI GY -1.8 57. LOAD 2 LOADTYPE NONE TITLE LIVE LOADS 58. MEMBER LOAD 59. 5 7 10 TO 12 UNI GY -3 60. LOAD COMB 3 COMBINATION LOAD CASE 3 61. 1 1.0 2 1.0 62. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS 15 NUMBER OF MEMBERS 25 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 1 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 11/ 4/ 15 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 42 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 5743.6 MB 63. PRINT SUPPORT REACTION ALL
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Saturday, September 26, 2015, 07:35 PM STAAD PLANE -- PAGE NO. 3
SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 14 1 0.00 11.81 0.00 0.00 0.00 -16.40 2 0.00 9.67 0.00 0.00 0.00 -15.48 3 0.00 21.48 0.00 0.00 0.00 -31.88 ************** END OF LATEST ANALYSIS RESULT ************** 64. LOAD LIST 3 65. PARAMETER 1 66. CODE AISC 67. RATIO 1 ALL 68. TORSION 1 ALL 69. TRACK 0 ALL 70. CHECK CODE ALL
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Saturday, September 26, 2015, 07:35 PM STAAD PLANE -- PAGE NO. 4
STAAD.Pro CODE CHECKING - (AISC 9TH EDITION) v1.0 ***********************
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 2 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.224 3 0.43 T 0.00 0.13 0.20 4 ST W6X25 (AISC SECTIONS) PASS AISC- H1-3 0.708 3 9.75 C 0.00 -31.20 0.00 5 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.508 3 5.44 T 0.00 0.30 0.80 6 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.152 3 0.79 T 0.00 -0.09 0.79 7 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.304 3 4.04 T 0.00 0.18 0.00 8 LD L20202 (AISC SECTIONS) PASS AISC- H1-3 0.128 3 5.62 C 0.00 -0.05 0.00 9 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H2-1 0.155 3 2.57 T 0.00 -0.07 0.30 10 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.324 3 13.19 T 0.00 0.19 0.61 11 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.374 3 24.09 T 0.00 0.20 0.61 12 LD L20202 (AISC SECTIONS) PASS AISC- H2-1 0.496 3 34.49 T 0.00 0.21 0.00 13 LD L20202 (AISC SECTIONS) PASS AISC- H1-1 0.237 3 11.74 C 0.00 -0.07 0.60 14 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H2-1 0.074 3 3.62 T 0.00 -0.02 0.37 15 LD L20202 (AISC SECTIONS) PASS AISC- H1-1 0.373 3 20.45 C 0.00 -0.06 0.00 16 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H2-1 0.117 3 6.29 T 0.00 -0.03 0.45 17 LD L20202 (AISC SECTIONS) PASS AISC- H1-1 0.809 3 31.43 C 0.00 -0.49 0.60
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Saturday, September 26, 2015, 07:35 PM STAAD PLANE -- PAGE NO. 5
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 18 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H2-1 0.240 3 7.64 T 0.00 -0.08 0.52 19 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H1-3 0.184 3 6.14 C 0.00 0.05 0.00 20 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H1-3 0.131 3 6.70 C 0.00 -0.02 0.00 21 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H1-1 0.171 3 10.14 C 0.00 -0.01 0.71 22 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H1-1 0.258 3 13.33 C 0.00 0.03 0.75 23 LD UA40X40X4 (BRITISH SECTIONS) PASS AISC- H1-1 0.415 3 14.18 C 0.00 -0.20 0.80 24 ST W6X25 (AISC SECTIONS) PASS AISC- H1-3 0.817 3 21.48 C 0.00 31.88 2.20 25 ST W6X25 (AISC SECTIONS) PASS AISC- H1-3 0.139 3 3.94 C 0.00 -5.97 0.00 26 ST W6X25 (AISC SECTIONS) PASS AISC- H1-3 0.000 3 0.22 C 0.00 0.00 0.00 27 ST PIPS10 (AISC SECTIONS) PASS AISC- H2-1 0.241 3 8.18 T 0.00 0.02 0.00 71. PARAMETER 2 72. CODE AISC 73. MAIN 0 MEMB 4 24 TO 26 74. UNIT METER KG 75. STEEL TAKE OFF ALL
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Saturday, September 26, 2015, 07:35 PM STAAD PLANE -- PAGE NO. 6
STEEL TAKE-OFF -------------- PROFILE LENGTH(METE) WEIGHT(KG ) LD L20202 6.62 32.410 ST W6X25 4.20 155.799 LD UA40X40X4 5.40 26.040 ST PIPS10 2.65 6.151 ---------------- TOTAL = 220.399 ************ END OF DATA FROM INTERNAL STORAGE ************ 76. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= SEP 26,2015 TIME= 19:32: 2 ****
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Saturday, September 26, 2015, 07:35 PM STAAD PLANE -- PAGE NO. 7 ************************************************************ * For questions on STAAD.Pro, please contact * * Bentley Systems or Partner offices * * * * Telephone Web / Email * * USA +1 (714) 974-2500 * * UK +44 (0) 808 101 9246 * * SINGAPORE +65 6225-6158 * * FRANCE +33 (0) 1 55238400 * * GERMANY +49 0931 40468 * * INDIA +91 (033) 4006-2021 * * JAPAN +81 (03)5952-6500 http://www.ctc-g.co.jp * * CHINA +86 21 6288 4040 * * THAILAND +66 (0)2645-1018/19 [email protected]* * * * Worldwide http://selectservices.bentley.com/en-US/ * * * ************************************************************
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