Truss Design for Jakham Aqueduct

PAGE NO. 1

_ ************************************************** * * * STAAD.Pro * * Version 2001 Build 1003 * * Proprietary Program of * * RESEARCH ENGINEERS, Intl. * * Date= JUL 31, 2007 * * Time= 11:22: 7 * * * * USER ID: TEJHANS INVESTMENTS * ************************************************** _

1. STAAD TRUSS FALSE WORK JAKHAM AQUEDUCT 2. START JOB INFORMATION 3. ENGINEER DATE 29-JUL-07 4. END JOB INFORMATION 5. *STAAD TRUSS 8730MM 1000MM 6. *SHRI MAHENDRA CHAUDHARY 7. INPUT WIDTH 72 8. *WIND LOAD 9. *WIND PRESSURE FOR NORMAL PERMEABILITY 10. * -0.90 P=-0.90X150 =135 KG PER SQM 11. *LOAD PER M RUN ON TOP CHORD 12. * =(135.00*3.6)=486.00 KG PER M 13. * =0.49 T PER M 14. UNIT METER MTON 15. JOINT COORDINATES 16. 1 0 1 0; 2 0.97 1 0; 3 1.94 1 0; 4 2.91 1 0; 5 3.88 1 0; 6 4.85 1 0 17. 7 5.82 1 0; 8 6.79 1 0; 9 7.76 1 0; 10 8.73 1 0; 11 0.97 0 0 18. 12 1.94 0 0; 13 2.91 0 0; 14 3.88 0 0; 15 4.85 0 0; 16 5.82 0 0 19. 17 6.79 0 0; 18 7.76 0 0 20. MEMBER INCIDENCES 21. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 1 11 22. 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18 23. 18 18 10; 19 2 11; 20 2 12; 21 3 12; 22 3 13; 23 4 13; 24 4 14; 25 5 14 24. 26 5 15; 27 6 15; 28 15 7; 29 7 16; 30 8 16; 31 8 17; 32 9 17; 33 9 18 25. UNIT MMS MTON 26. MEMBER PROPERTY INDIAN 27. 1 TO 9 TABLE LD ISA70X70X6 28. 11 TO 17 TABLE LD ISA60X40X8 29. 19 21 23 25 27 29 31 33 TABLE ST ISA65X65X6 30. 10 18 20 22 24 26 28 30 32 TABLE ST ISA90X90X6 31. MEMBER TRUSS 32. 1 TO 33 33. CONSTANTS 34. E STEEL MEMB 1 TO 33 35. DENSITY STEEL MEMB 1 TO 33 36. POISSON STEEL MEMB 1 TO 33 37. SUPPORTS 38. 10 PINNED 39. 1 FIXED BUT FX 40. UNIT METER MTON 41. LOAD 1 DEAD AND LIVE LOAD FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 2 42. SELFWEIGHT Y -1 43. JOINT LOAD 44. 2 TO 9 FY -2 Warning : Integer value changed to a real number in the following line. 45. 1 FY -1. Warning : Integer value changed to a real number in the following line. 46. 10 FY -1. 47. CALCULATE NATURAL FREQUENCY 48. LOAD 2 WIND LOAD 49. MEMBER LOAD 50. 1 TO 9 UNI Y 0.49 51. LOAD COMB SRSS 3 DEAD LIVE AND WIND 52. 1 0.75 2 0.75 53. 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 = 18/ 33/ 2 ORIGINAL/FINAL BAND-WIDTH= 10/ 3/ 8 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 33 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.1/ 53981.5 MB, EXMEM = 149.0 MB

_ ++ Processing Element Stiffness Matrix. 11:22: 7 ++ Processing Global Stiffness Matrix. 11:22: 7 ++ Processing Triangular Factorization. 11:22: 7 ++ Calculating Joint Displacements. 11:22: 7_

********************************************************* * * * NATURAL FREQUENCY FOR LOADING 1 = 4.75198 CPS * * MAX DEFLECTION = 1.36027 CM GLO Y, AT JOINT 6 * * * *********************************************************

_ ++ Calculating Member Forces. 11:22: 7

54. PRINT SUPPORT REACTION FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 3 _

SUPPORT REACTIONS -UNIT MTON METE STRUCTURE TYPE = TRUSS -----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

_ 10 1 0.00 9.17 0.00 0.00 0.00 0.00 2 0.00 -2.14 0.00 0.00 0.00 0.00 3 0.00 8.15 0.00 0.00 0.00 0.00 1 1 0.00 9.17 0.00 0.00 0.00 0.00 2 0.00 -2.14 0.00 0.00 0.00 0.00 3 0.00 8.15 0.00 0.00 0.00 0.00

************** END OF LATEST ANALYSIS RESULT **************

55. PARAMETER 56. CODE INDIAN 57. NSF 1 MEMB 1 TO 33 58. RATIO 1 MEMB 1 TO 33 59. KY 1 MEMB 1 TO 33 60. TRACK 2 MEMB 1 TO 33 61. *CHECK CODE ALL 62. PERFORM ANALYSIS ++ Processing Element Stiffness Matrix. 11:22: 7 ++ Processing Global Stiffness Matrix. 11:22: 7 ++ Processing Triangular Factorization. 11:22: 7 ++ Calculating Joint Displacements. 11:22: 7_


_ ++ Calculating Member Forces. 11:22: 7

63. FIXED GROUP 64. GROUP MEMB 1 TO 9 65. GROUP MEMB 11 TO 17 66. GROUP MEMB 19 21 23 25 27 29 31 33 67. GROUP MEMB 10 18 20 22 24 26 28 30 32 68. SELECT OPTIMIZED


FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 102 _

STAAD.Pro CODE CHECKING - (ISA ) ***********************_ |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ==||== ------------ | |MEMBER 1 * | | || AX = 14.5 | | * | LD ISA75X75X5 | || --Z AY = 5.0 | |DESIGN CODE * | | || AZ = 5.0 | | IS-800 * |-----------------------------| || SY = 18.8 | | * SZ = 14.6 | | * || RY = 3.1 | |************* RZ = 2.3 | | | | 0.0( KN-METR) | |PARAMETER |L0 STRESSES | |IN NEWT MM |L0 IN NEWT MM| |--------------- +L0 -------------| | KL/R-Y= 31.1 |L0 FA = 138.5 | | KL/R-Z= 41.4 +L0 fa = 0.0 | | UNL = 970.0 |L0 FCZ = 0.0 | | C = 180.0 +L0 FTZ = 0.0 | | CMY = 0.85 |L0 FCY = 0.0 | | CMZ = 0.85 +L0 FTY = 0.0 | | FYLD = 249.9 |L0 fbz = 0.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 0.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 77.1 2.3 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 1 2 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS COMPRESSION 0.383 1 | | 77.12 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 103 _









STAAD.Pro CODE CHECKING - (ISA ) ***********************_ |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 10 * | | AX = 10.5 | | * | ST ISA90X90X6 | --Z AY = 3.6 | |DESIGN CODE * | | AZ = 3.6 | | IS-800 * =============================== SY = 20.9 | | * SZ = 9.2 | | * || RY = 3.6 | |************* RZ = 1.8 | | | | 0.0( KN-METR) | |PARAMETER |L0 STRESSES | |IN NEWT MM |L0 IN NEWT MM| |--------------- +L0 -------------| | KL/R-Y= 39.1 |L0 FA = 101.2 | | KL/R-Z= 79.6 +L0 fa = 0.0 | | UNL = 1393.2 |L0 FCZ = 0.0 | | C = 180.0 +L0 FTZ = 0.0 | | CMY = 0.85 |L0 FCY = 0.0 | | CMZ = 0.85 +L0 FTY = 0.0 | | FYLD = 249.9 |L0 fbz = 0.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 0.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE -110.8 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 1 1 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS COMPRESSION 0.930 3 | | 98.56 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 112 _

STAAD.Pro CODE CHECKING - (ISA ) ***********************_ |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ==||== ------------ | |MEMBER 11 * | | || AX = 13.5 | | * | LD ISA70X70X5 | || --Z AY = 4.7 | |DESIGN CODE * | | || AZ = 4.7 | | IS-800 * |-----------------------------| || SY = 16.4 | | * SZ = 12.7 | | * || RY = 2.9 | |************* RZ = 2.2 | | | | 0.0( KN-METR) | |PARAMETER |L0 STRESSES | |IN NEWT MM |L0 IN NEWT MM| |--------------- +L0 -------------| | KL/R-Y= 33.3 |L0 FA = 136.2 | | KL/R-Z= 44.5 +L0 fa = 0.0 | | UNL = 970.0 |L0 FCZ = 0.0 | | C = 180.0 +L0 FTZ = 0.0 | | CMY = 0.85 |L0 FCY = 0.0 | | CMZ = 0.85 +L0 FTY = 0.0 | | FYLD = 249.9 |L0 fbz = 0.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 0.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE -77.1 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 1 1 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS TENSION 0.380 1 | | 77.12 T 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 113 _








STAAD.Pro CODE CHECKING - (ISA ) ***********************_ |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 19 * | | AX = 7.3 | | * | ST ISA75X75X5 | --Z AY = 2.5 | |DESIGN CODE * | | AZ = 2.5 | | IS-800 * =============================== SY = 12.1 | | * SZ = 5.3 | | * || RY = 3.0 | |************* RZ = 1.5 | | | | 0.0( KN-METR) | |PARAMETER |L0 STRESSES | |IN NEWT MM |L0 IN NEWT MM| |--------------- +L0 -------------| | KL/R-Y= 33.7 |L0 FA = 113.2 | | KL/R-Z= 68.5 +L0 fa = 0.0 | | UNL = 1000.0 |L0 FCZ = 0.0 | | C = 180.0 +L0 FTZ = 0.0 | | CMY = 0.85 |L0 FCY = 0.0 | | CMZ = 0.85 +L0 FTY = 0.0 | | FYLD = 249.9 |L0 fbz = 0.0 | | NSF = 1.0 +---+---+---+---+---+---+---+---+---+---| fby = 0.0 | | DFF = 0.0 0.0 FV = 0.0 | | dff = 0.0 ABSOLUTE MZ ENVELOPE | | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY ( KN-METR) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 79.4 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 1 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY ( KN-METR) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS COMPRESSION 0.964 1 | | 79.37 C 0.0 0.0 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| FALSE WORK JAKHAM AQUEDUCT -- PAGE NO. 121 _


STAAD.Pro CODE CHECKING - (ISA ) ***********************_ |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CM UNIT | | * |=============================| ------------ | |MEMBER 21 * | | AX = 7.3 | |

Truss Design for Jakham Aqueduct

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