2x1.5-1000kg - Copy

Tuesday, June 05, 2012, 04:03 PM

PAGE NO. 1

**************************************************** * * * STAAD.Pro V8i SELECTseries1 * * Version 20.07.06.35 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= JUN 5, 2012 * * Time= 16: 2:36 * * * * USER ID: Microsoft * ****************************************************

1. STAAD SPACE INPUT FILE: 2x1.5-1000kg - Copy.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-AUG-11 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 1.3 0; 3 0 0.929002 0; 4 0.416001 0.929002 0 9. MEMBER INCIDENCES 10. 1 2 3; 2 3 1; 3 3 4 11. DEFINE MATERIAL START 12. ISOTROPIC STEEL 13. E 1.99947E+008 14. POISSON 0.3 15. DENSITY 76.8191 16. ALPHA 6E-006 17. DAMP 0.03 18. END DEFINE MATERIAL 19. MEMBER PROPERTY EUROPEAN 20. 1 2 TABLE ST HE100A 21. MEMBER PROPERTY JAPANESE 22. 3 TABLE ST C100X50X5 23. CONSTANTS 24. MATERIAL STEEL ALL 25. SUPPORTS 26. 1 FIXED 27. LOAD 1 LOADTYPE NONE TITLE CONC LOAD 28. MEMBER LOAD 29. 3 CON GY -5 30. LOAD 2 LOADTYPE NONE TITLE S 31. SELFWEIGHT Y -1 LIST 1 TO 3 32. LOAD COMB 3 COMBINATION LOAD CASE 3 33. 1 2.0 2 2.0 34. PERFORM ANALYSIS PRINT STATICS CHECK

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STAAD SPACE -- PAGE NO. 2

P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 4/ 3/ 1

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

ORIGINAL/FINAL BAND-WIDTH= 2/ 2/ 12 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 18 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 85724.3 MB




STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1 LOADTYPE NONE TITLE CONC LOAD CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.208000504E+00 Y = 0.929002004E+00 Z = 0.000000000E+00 ***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -5.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= 0.00 MZ= -1.04 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 5.00 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.00 MY= 0.00 MZ= 1.04 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1) MAXIMUMS AT NODE X = 1.15680E-01 2 Y = -7.13731E-02 4 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= -1.67229E-03 4 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2 LOADTYPE NONE TITLE S CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.317176823E-01 Y = 0.692544588E+00 Z = 0.000000000E+00




***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = -0.25 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= -7.9232655E-03 ***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 ) SUMMATION FORCE-X = 0.00 SUMMATION FORCE-Y = 0.25 SUMMATION FORCE-Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN- MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 7.9232667E-03 MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2) MAXIMUMS AT NODE X = 8.81305E-04 2 Y = -5.88776E-04 4 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= -1.34711E-05 4 ************ END OF DATA FROM INTERNAL STORAGE ************ 35. PARAMETER 1 36. CODE AISC 37. DFF 400 ALL 38. FYLD 275000 ALL 39. RATIO 1 ALL 40. MAIN 0 ALL 41. DJ1 1 MEMB 1 2 42. DJ2 2 MEMB 1 2 43. CHECK CODE ALL




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

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

1 ST HE100A (EUROPEAN SECTIONS) PASS DEFLECTION 0.164 3 0.00 T 0.00 0.00 0.37 2 ST HE100A (EUROPEAN SECTIONS) PASS AISC- H1-3 0.192 3 10.50 C 0.00 -2.10 0.93 3 ST C100X50X5 (JAPANESE SECTIONS) PASS AISC- H1-3 0.307 3 0.00 T 0.00 2.10 0.00

44. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= JUN 5,2012 TIME= 16: 2:36 ****




************************************************************ * For questions on STAAD.Pro, please contact * * Bentley Systems Offices at the following locations * * * * Telephone Web / Email * * * * USA: +1 (714)974-2500 * * UK +44(1454)207-000 * * SINGAPORE +65 6225-6158 * * EUROPE +31 23 5560560 * * INDIA +91(033)4006-2021 * * JAPAN +81(03)5952-6500 http://www.ctc-g.co.jp * * CHINA +86 10 5929 7000 * * THAILAND +66(0)2645-1018/19 [email protected] * * * * Worldwide http://selectservices.bentley.com/en-US/ * * * ************************************************************


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2x1.5-1000kg - Copy