Upload
msiddiq1
View
215
Download
0
Embed Size (px)
Citation preview
7/27/2019 Dome Structure - Type 1
1/14
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. ***********************************************
7/27/2019 Dome Structure - Type 1
2/14
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
7/27/2019 Dome Structure - Type 1
3/14
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
7/27/2019 Dome Structure - Type 1
4/14
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
7/27/2019 Dome Structure - Type 1
5/14
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 -
7/27/2019 Dome Structure - Type 1
6/14
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
7/27/2019 Dome Structure - Type 1
7/14
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 -
7/27/2019 Dome Structure - Type 1
8/14
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
7/27/2019 Dome Structure - Type 1
9/14
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
7/27/2019 Dome Structure - Type 1
10/14
DESIGN OF DOME STRUCTURE -- PAGE NO. 10
112. PRINT SUPPORT REACTION
7/27/2019 Dome Structure - Type 1
11/14
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
7/27/2019 Dome Structure - Type 1
12/14
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 ****
***********************************************************
* For questions on STAAD.Pro, *
* Please contact : Research Engineers Ltd. *
* E2/4,Block GP, Sector-V,Salt Lake, KOLKATA - 700 091 *
* India : TEL:(033)2357-3575 FAX:(033)2357-3467 *
* email : [email protected] *
* US : Ph-(714) 974-2500, Fax-(714) 921-0683 *
***********************************************************