Dome Structure - Type 1

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    PAGE NO. 1

    ****************************************************

    * *

    * STAAD.Pro *

    * Version 2004 Bld 1001.INDIA *

    * Proprietary Program of *

    * Research Engineers, Intl. *

    * Date= OCT 13, 2013 *

    * Time= 13:28:28 ** *

    * USER ID: Snow Panther [LZ0] *

    ****************************************************

    NPUT FILE: dome structure-T1.STD

    1. STAAD SPACE DESIGN OF DOME STRUCTURE

    2. START JOB INFORMATION

    3. ENGINEER DATE 1-OCT-13

    4. END JOB INFORMATION

    5. INPUT WIDTH 79

    6. ***********************************************

    7. * STAAD.PRO GENERATED COMMENT *8. ***********************************************

    9. *JOINT COOR CYL REV

    10. *JOINT COOR CYL REV

    11. *JOINT COOR CYL REV

    12. *JOINT COOR CYL REV

    13. *1 3.2 0 0 12 3.2 0 330

    14. *13 2.7 0.95 0 24 2.7 0.95 330

    15. *25 1.75 2.075 0 36 1.75 2.075 330

    16. *37 0.075 3.2 0 48 0.075 3.2 330

    17. *49 0 3.2 0

    18. ***********************************************

    19. UNIT METER KN

    20. JOINT COORDINATES

    21. 1 3.2 0 -0; 2 2.77128 0 -1.6; 3 1.6 0 -2.77128; 4 -2.04723E-006 0 -3.2

    22. 5 -1.6 0 -2.77128; 6 -2.77128 0 -1.6; 7 -3.2 0 4.09445E-006; 8 -2.77128 0 1.623. 9 -1.59999 0 2.77128; 10 6.14168E-006 0 3.2; 11 1.60001 0 2.77128

    24. 12 2.77129 0 1.59999; 13 2.7 0.95 -0; 14 2.33827 0.95 -1.35

    25. 15 1.35 0.95 -2.33827; 16 -1.72735E-006 0.95 -2.7; 17 -1.35 0.95 -2.33827

    26. 18 -2.33827 0.95 -1.35; 19 -2.7 0.95 3.45469E-006; 20 -2.33827 0.95 1.35

    27. 21 -1.35 0.95 2.33827; 22 5.18204E-006 0.95 2.7; 23 1.35001 0.95 2.33827

    28. 24 2.33827 0.95 1.34999; 25 1.75 2.075 -0; 26 1.51554 2.075 -0.875

    29. 27 0.874999 2.075 -1.51554; 28 -1.11958E-006 2.075 -1.75

    30. 29 -0.875002 2.075 -1.51554; 30 -1.51555 2.075 -0.874998

    31. 31 -1.75 2.075 2.23915E-006; 32 -1.51554 2.075 0.875003

    32. 33 -0.874997 2.075 1.51555; 34 3.35873E-006 2.075 1.75

    33. 35 0.875003 2.075 1.51554; 36 1.51555 2.075 0.874996; 37 0.075 3.2 -0

    34. 38 0.0649519 3.2 -0.0375; 39 0.0375 3.2 -0.0649519

    35. 40 -4.79818E-008 3.2 -0.075; 41 -0.0375001 3.2 -0.0649519

    36. 42 -0.0649519 3.2 -0.0374999; 43 -0.075 3.2 9.59637E-00837. 44 -0.0649518 3.2 0.0375001; 45 -0.0374999 3.2 0.064952

    38. 46 1.43946E-007 3.2 0.075; 47 0.0375002 3.2 0.0649518

    39. 48 0.064952 3.2 0.0374998; 49 0 3.2 -0

    40. ***********************************************

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 2

    41. * STAAD.PRO GENERATED COMMENT *

    42. ***********************************************

    43. *JOINT COOR CYL REV

    44. *JOINT COOR CYL REV

    45. ***********************************************

    46. * STAAD.PRO GENERATED COMMENT *

    47. ***********************************************

    48. *JOINT COOR CYL REV

    49. *JOINT COOR CYL REV

    50. ***********************************************51. * STAAD.PRO GENERATED COMMENT *

    52. ***********************************************

    53. *1 1 13 37

    54. *49 1 2 59

    55. *61 13 14 71

    56. *73 25 26 83

    57. *85 37 38 95

    58. ************************************************

    59. MEMBER INCIDENCES

    60. 1 1 13; 2 2 14; 3 3 15; 4 4 16; 5 5 17; 6 6 18; 7 7 19; 8 8 20; 9 9 21

    61. 10 10 22; 11 11 23; 12 12 24; 13 13 25; 14 14 26; 15 15 27; 16 16 28; 17 17 29

    62. 18 18 30; 19 19 31; 20 20 32; 21 21 33; 22 22 34; 23 23 35; 24 24 36; 25 25 37

    63. 26 26 38; 27 27 39; 28 28 40; 29 29 41; 30 30 42; 31 31 43; 32 32 44; 33 33 45

    64. 34 34 46; 35 35 47; 36 36 48; 37 37 49; 38 38 49; 39 39 49; 40 40 49; 41 41 4965. 42 42 49; 43 43 49; 44 44 49; 45 45 49; 46 46 49; 47 47 49; 48 48 49; 49 1 2

    66. 50 2 3; 51 3 4; 52 4 5; 53 5 6; 54 6 7; 55 7 8; 56 8 9; 57 9 10; 58 10 11

    67. 59 11 12; 60 12 1; 61 13 14; 62 14 15; 63 15 16; 64 16 17; 65 17 18; 66 18 19

    68. 67 19 20; 68 20 21; 69 21 22; 70 22 23; 71 23 24; 72 24 13; 73 25 26; 74 26 27

    69. 75 27 28; 76 28 29; 77 29 30; 78 30 31; 79 31 32; 80 32 33; 81 33 34; 82 34 35

    70. 83 35 36; 84 36 25; 85 37 38; 86 38 39; 87 39 40; 88 40 41; 89 41 42; 90 42 43

    71. 91 43 44; 92 44 45; 93 45 46; 94 46 47; 95 47 48; 96 48 37

    72. DEFINE MATERIAL START

    73. ISOTROPIC ALUMINUM

    74. E 6.89476E+007

    75. POISSON 0.33

    76. DENSITY 26.6018

    77. ALPHA 2.3E-005

    78. DAMP 0.03

    79. END DEFINE MATERIAL80. MEMBER PROPERTY BRITISH

    81. 1 TO 96 TABLE ST TUB100503.0

    82. CONSTANTS

    83. MATERIAL ALUMINUM MEMB 1 TO 96

    84. SUPPORTS

    85. 1 TO 12 PINNED

    86. LOAD 1 SELF WEIGHT

    87. SELFWEIGHT Y -1

    88. LOAD 2 GLASS LOAD @ 100 KG/M2

    89. MEMBER LOAD

    90. 1 TO 48 UNI GY -1.5

    91. JOINT LOAD

    92. 49 FY -1.

    93. LOAD 3 LIVE LOAD94. MEMBER LOAD

    95. 1 TO 48 UNI GY -0.9

    96. LOAD 4 WIND LOAD - DOWNWARD PRESSURE

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 3

    97. MEMBER LOAD

    98. 1 TO 48 UNI GY -1.68

    99. LOAD COMB 5 DL + LL AS PER BS STANDARD

    100. 1 1.4 2 1.4 3 1.6

    101. LOAD COMB 6 DL + LL + WL

    102. 1 1.2 2 1.2 3 1.2 4 1.2

    103. LOAD COMB 7 DEFLECTION CHECK

    104. 1 1.0 2 1.0 3 0.8 4 0.8

    105. LOAD COMB 8 DL + WL DOWNWARDS

    106. 1 1.4 2 1.4 4 1.4107. 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 = 49/ 96/ 12

    ORIGINAL/FINAL BAND-WIDTH= 12/ 12/ 78 DOF

    TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 258

    SIZE OF STIFFNESS MATRIX = 21 DOUBLE KILO-WORDS

    REQRD/AVAIL. DISK SPACE = 12.4/ 29461.4 MB, EXMEM = 1605.6 MB

    108. PARAMETER

    109. CODE BS5950

    110. CHECK CODE MEMB 1 TO 96

    STAAD.Pro CODE CHECKING - (BSI )

    ***********************

    PROGRAM CODE REVISION V2.9_5950-1_2000

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 4

    ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

    MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

    FX MY MZ LOCATION

    =======================================================================

    1 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    2 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    3 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    4 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    5 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    6 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    7 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -8 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    9 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    10 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    11 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    12 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.176 6

    25.53 C 0.00 0.39 -

    13 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    14 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    15 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 621.51 C 0.00 0.39 0.00

    16 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    17 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    18 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    19 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    20 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    21 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    22 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 621.51 C 0.00 0.39 0.00

    23 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

    24 ST TUB 100503.0 PASS BS-4.7 (C) 0.206 6

    21.51 C 0.00 0.39 0.00

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 5

    ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

    MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

    FX MY MZ LOCATION

    =======================================================================

    25 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    26 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    27 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    28 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    29 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    30 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    31 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.0032 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    33 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    34 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    35 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    36 ST TUB 100503.0 PASS BS-4.7 (C) 0.221 6

    12.80 C 0.00 1.06 0.00

    37 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    38 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    39 ST TUB 100503.0 PASS ANNEX I.1 0.127 65.56 C 0.00 0.95 -

    40 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    41 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    42 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    43 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    44 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    45 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    46 ST TUB 100503.0 PASS ANNEX I.1 0.127 65.56 C 0.00 0.95 -

    47 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 6

    ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

    MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

    FX MY MZ LOCATION

    =======================================================================

    48 ST TUB 100503.0 PASS ANNEX I.1 0.127 6

    5.56 C 0.00 0.95 -

    49 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    50 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    51 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    52 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    53 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    54 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -55 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    56 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    57 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    58 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    59 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    60 ST TUB 100503.0 PASS BS-4.8.3.3.3 0.003 6

    0.00 0.00 0.02 -

    61 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    62 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 62.48 T 0.00 -0.01 0.70

    63 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    64 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    65 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    66 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    67 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    68 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    69 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 62.48 T 0.00 -0.01 0.70

    70 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 7

    ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

    MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

    FX MY MZ LOCATION

    =======================================================================

    71 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    72 ST TUB 100503.0 PASS BS-4.8.2.2 0.012 6

    2.48 T 0.00 -0.01 0.70

    73 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    74 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    75 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    76 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    77 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.0078 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    79 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    80 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    81 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    82 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    83 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    84 ST TUB 100503.0 PASS BS-4.7 (C) 0.039 6

    7.67 C 0.00 -0.12 0.00

    85 ST TUB 100503.0 PASS ANNEX I.1 0.125 65.56 C 0.00 0.94 -

    86 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    87 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    88 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    89 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    90 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    91 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    92 ST TUB 100503.0 PASS ANNEX I.1 0.125 65.56 C 0.00 0.94 -

    93 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 8

    ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

    MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

    FX MY MZ LOCATION

    =======================================================================

    94 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    95 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    96 ST TUB 100503.0 PASS ANNEX I.1 0.125 6

    5.56 C 0.00 0.94 -

    ************** END OF TABULATED RESULT OF DESIGN **************

    111. DRAW ISOM JOIN MEMB SUPP

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    DRAW

    ISOM

    JOIN

    MEMB

    SUPP

    TIME:

    13:

    28:

    29

    DATE:OCT

    13,

    2013

    S

    T

    A

    A

    D

    -III

    REV:

    2004

    STRUCTURE

    DATA:

    TYPE

    =

    SPACE

    NJ

    =

    49

    NM

    =

    96

    NE

    =

    0

    NS

    =

    12

    NL

    =

    8

    XMAX=

    6.

    4

    YMAX=

    3.

    2

    ZMAX=

    6.

    4

    UNIT

    METE

    KN

    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

    373839404142434445464748

    49

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    1

    9

    20

    21

    22

    23

    24

    25

    26

    27

    28

    29

    30

    31

    32

    33

    34

    35

    36

    373839404142434445464748

    49

    50

    51

    52

    53

    54

    55

    56

    57

    58

    59

    60

    61

    62

    63

    64

    65

    66

    67

    68

    69

    70

    71

    72

    73

    74

    75

    76

    77

    78

    79

    80

    81

    82

    838

    4

    858687888990919293949596

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 10

    112. PRINT SUPPORT REACTION

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 11

    SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE

    -----------------

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

    1 1 -0.08 0.20 0.00 0.00 0.00 0.002 -3.40 7.04 0.00 0.00 0.00 0.00

    3 -2.02 4.17 0.00 0.00 0.00 0.00

    4 -3.76 7.79 0.00 0.00 0.00 0.00

    5 -8.11 16.81 0.00 0.00 0.00 0.00

    6 -11.12 23.05 0.00 0.00 0.00 0.00

    7 -8.11 16.81 0.00 0.00 0.00 0.00

    8 -10.15 21.04 0.00 0.00 0.00 0.00

    2 1 -0.07 0.20 0.04 0.00 0.00 0.00

    2 -2.95 7.04 1.70 0.00 0.00 0.00

    3 -1.75 4.17 1.01 0.00 0.00 0.00

    4 -3.26 7.79 1.88 0.00 0.00 0.00

    5 -7.02 16.81 4.05 0.00 0.00 0.00

    6 -9.63 23.05 5.56 0.00 0.00 0.00

    7 -7.02 16.81 4.05 0.00 0.00 0.008 -8.79 21.04 5.07 0.00 0.00 0.00

    3 1 -0.04 0.20 0.07 0.00 0.00 0.00

    2 -1.70 7.04 2.95 0.00 0.00 0.00

    3 -1.01 4.17 1.75 0.00 0.00 0.00

    4 -1.88 7.79 3.26 0.00 0.00 0.00

    5 -4.05 16.81 7.02 0.00 0.00 0.00

    6 -5.56 23.05 9.63 0.00 0.00 0.00

    7 -4.05 16.81 7.02 0.00 0.00 0.00

    8 -5.07 21.04 8.79 0.00 0.00 0.00

    4 1 0.00 0.20 0.08 0.00 0.00 0.00

    2 0.00 7.04 3.40 0.00 0.00 0.00

    3 0.00 4.17 2.02 0.00 0.00 0.00

    4 0.00 7.79 3.76 0.00 0.00 0.00

    5 0.00 16.81 8.11 0.00 0.00 0.00

    6 0.00 23.05 11.12 0.00 0.00 0.007 0.00 16.81 8.11 0.00 0.00 0.00

    8 0.00 21.04 10.15 0.00 0.00 0.00

    5 1 0.04 0.20 0.07 0.00 0.00 0.00

    2 1.70 7.04 2.95 0.00 0.00 0.00

    3 1.01 4.17 1.75 0.00 0.00 0.00

    4 1.88 7.79 3.26 0.00 0.00 0.00

    5 4.05 16.81 7.02 0.00 0.00 0.00

    6 5.56 23.05 9.63 0.00 0.00 0.00

    7 4.06 16.81 7.02 0.00 0.00 0.00

    8 5.07 21.04 8.79 0.00 0.00 0.00

    6 1 0.07 0.20 0.04 0.00 0.00 0.00

    2 2.95 7.04 1.70 0.00 0.00 0.00

    3 1.75 4.17 1.01 0.00 0.00 0.00

    4 3.26 7.79 1.88 0.00 0.00 0.005 7.02 16.81 4.05 0.00 0.00 0.00

    6 9.63 23.05 5.56 0.00 0.00 0.00

    7 7.02 16.81 4.05 0.00 0.00 0.00

    8 8.79 21.04 5.07 0.00 0.00 0.00

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    DESIGN OF DOME STRUCTURE -- PAGE NO. 12

    SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE

    -----------------

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

    7 1 0.08 0.20 0.00 0.00 0.00 0.002 3.40 7.04 0.00 0.00 0.00 0.00

    3 2.02 4.17 0.00 0.00 0.00 0.00

    4 3.76 7.79 0.00 0.00 0.00 0.00

    5 8.11 16.81 0.00 0.00 0.00 0.00

    6 11.12 23.05 0.00 0.00 0.00 0.00

    7 8.11 16.81 0.00 0.00 0.00 0.00

    8 10.15 21.04 0.00 0.00 0.00 0.00

    8 1 0.07 0.20 -0.04 0.00 0.00 0.00

    2 2.95 7.04 -1.70 0.00 0.00 0.00

    3 1.75 4.17 -1.01 0.00 0.00 0.00

    4 3.26 7.79 -1.88 0.00 0.00 0.00

    5 7.02 16.81 -4.05 0.00 0.00 0.00

    6 9.63 23.05 -5.56 0.00 0.00 0.00

    7 7.02 16.81 -4.05 0.00 0.00 0.008 8.79 21.04 -5.07 0.00 0.00 0.00

    9 1 0.04 0.20 -0.07 0.00 0.00 0.00

    2 1.70 7.04 -2.95 0.00 0.00 0.00

    3 1.01 4.17 -1.75 0.00 0.00 0.00

    4 1.88 7.79 -3.26 0.00 0.00 0.00

    5 4.05 16.81 -7.02 0.00 0.00 0.00

    6 5.56 23.05 -9.63 0.00 0.00 0.00

    7 4.05 16.81 -7.02 0.00 0.00 0.00

    8 5.07 21.04 -8.79 0.00 0.00 0.00

    10 1 0.00 0.20 -0.08 0.00 0.00 0.00

    2 0.00 7.04 -3.40 0.00 0.00 0.00

    3 0.00 4.17 -2.02 0.00 0.00 0.00

    4 0.00 7.79 -3.76 0.00 0.00 0.00

    5 0.00 16.81 -8.11 0.00 0.00 0.00

    6 0.00 23.05 -11.12 0.00 0.00 0.007 0.00 16.81 -8.11 0.00 0.00 0.00

    8 0.00 21.04 -10.15 0.00 0.00 0.00

    11 1 -0.04 0.20 -0.07 0.00 0.00 0.00

    2 -1.70 7.04 -2.95 0.00 0.00 0.00

    3 -1.01 4.17 -1.75 0.00 0.00 0.00

    4 -1.88 7.79 -3.26 0.00 0.00 0.00

    5 -4.05 16.81 -7.02 0.00 0.00 0.00

    6 -5.56 23.05 -9.63 0.00 0.00 0.00

    7 -4.05 16.81 -7.02 0.00 0.00 0.00

    8 -5.07 21.04 -8.79 0.00 0.00 0.00

    12 1 -0.07 0.20 -0.04 0.00 0.00 0.00

    2 -2.95 7.04 -1.70 0.00 0.00 0.00

    3 -1.75 4.17 -1.01 0.00 0.00 0.00

    4 -3.26 7.79 -1.88 0.00 0.00 0.005 -7.02 16.81 -4.05 0.00 0.00 0.00

    6 -9.63 23.05 -5.56 0.00 0.00 0.00

    7 -7.02 16.81 -4.06 0.00 0.00 0.00

    8 -8.79 21.04 -5.07 0.00 0.00 0.00

  • 7/27/2019 Dome Structure - Type 1

    13/14

    DESIGN OF DOME STRUCTURE -- PAGE NO. 13

    SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE

    -----------------

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

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

    113. STEEL TAKE OFF LIST 1 TO 96

  • 7/27/2019 Dome Structure - Type 1

    14/14

    DESIGN OF DOME STRUCTURE -- PAGE NO. 14

    STEEL TAKE-OFF

    --------------

    PROFILE LENGTH(METE) WEIGHT(KN )

    ST TUB 100503.0 103.65 2.355

    PRISMATIC STEEL 0.00 0.000

    ----------------

    TOTAL = 2.355

    ************ END OF DATA FROM INTERNAL STORAGE ************

    114. FINISH

    *********** END OF THE STAAD.Pro RUN ***********

    **** DATE= OCT 13,2013 TIME= 13:28:30 ****

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