Can someone help me please to eliminate these warnings?
THREE WARNINGS:
**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION
OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH
UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE.
*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 74 EQN.NO. 103
LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED.
THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR
EFFECTIVELY RELEASED IN THIS DIRECTION.
*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 20 EQN.NO. 121
PAGE NO. 1
****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.33 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= MAY 5, 2020 *
* Time= 6: 6:43 *
* *
* USER ID: *
****************************************************
1. STAAD SPACE DXF IMPORT OF MSWDO IMPORT.DXF
INPUT FILE: C:\Users\tjm\Desktop\THESIS IT\THESIS 2\STAAD\MSWDO STAAD\STRUC\mswdoo THIRD.STD
2. START JOB INFORMATION
3. ENGINEER DATE 02-MAY-20
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 1.8 0; 2 0 1.8 13; 3 19 1.8 13; 4 19 1.8 0; 5 3.5 1.8 0; 6 3.5 1.8 13
9. 7 7.5 1.8 0; 8 7.5 1.8 13; 9 11.5 1.8 0; 10 11.5 1.8 13; 11 15.5 1.8 0
10. 12 15.5 1.8 13; 13 19 1.8 5; 14 0 1.8 5; 15 19 1.8 9; 16 0 1.8 9; 17 5.5 1.8 5
11. 18 5.5 1.8 9; 19 10.5 1.8 0; 20 10.5 1.8 3.5; 21 7.5 1.8 3.5; 22 11.5 1.8 3.5
12. 23 3.5 1.8 9; 24 3.5 1.8 5; 25 7.5 1.8 9; 26 7.5 1.8 5; 27 11.5 1.8 9
13. 28 11.5 1.8 5; 29 15.5 1.8 9; 30 15.5 1.8 5; 31 0 0 0; 32 0 0 13; 33 19 0 13
14. 34 19 0 0; 35 3.5 0 0; 36 3.5 0 13; 37 7.5 0 0; 38 7.5 0 13; 39 11.5 0 0
15. 40 11.5 0 13; 41 15.5 0 0; 42 15.5 0 13; 43 19 0 5; 44 0 0 5; 45 19 0 9
16. 46 0 0 9; 47 3.5 0 9; 48 3.5 0 5; 49 7.5 0 9; 50 7.5 0 5; 51 11.5 0 9
17. 52 11.5 0 5; 53 15.5 0 9; 54 15.5 0 5; 55 0 4.8 0; 56 0 4.8 13; 57 19 4.8 13
18. 58 19 4.8 0; 59 3.5 4.8 0; 60 3.5 4.8 13; 61 7.5 4.8 0; 62 7.5 4.8 13
19. 63 11.5 4.8 0; 64 11.5 4.8 13; 65 15.5 4.8 0; 66 15.5 4.8 13; 67 19 4.8 5
20. 68 0 4.8 5; 69 19 4.8 9; 70 0 4.8 9; 71 5.5 4.8 5; 72 5.5 4.8 9; 73 10.5 4.8 0
21. 74 10.5 4.8 3.5; 75 7.5 4.8 3.5; 76 11.5 4.8 3.5; 77 3.5 4.8 9; 78 3.5 4.8 5
22. 79 7.5 4.8 9; 80 7.5 4.8 5; 81 11.5 4.8 9; 82 11.5 4.8 5; 83 15.5 4.8 9
23. 84 15.5 4.8 5; 85 0 7.8 0; 86 0 7.8 13; 87 19 7.8 13; 88 19 7.8 0
24. 89 3.5 7.8 0; 90 3.5 7.8 13; 91 7.5 7.8 0; 92 7.5 7.8 13; 93 11.5 7.8 0
25. 94 11.5 7.8 13; 95 15.5 7.8 0; 96 15.5 7.8 13; 97 19 7.8 5; 98 0 7.8 5
26. 99 19 7.8 9; 100 0 7.8 9; 106 3.5 7.8 9; 107 3.5 7.8 5; 108 7.5 7.8 9
27. 109 7.5 7.8 5; 110 11.5 7.8 9; 111 11.5 7.8 5; 112 15.5 7.8 9; 113 15.5 7.8 5
28. 114 19 1.8 3.5; 115 15.5 1.8 3.5; 116 19 4.8 3.5; 117 15.5 4.8 3.5
29. MEMBER INCIDENCES
30. 1 1 14; 2 2 6; 3 15 3; 4 11 4; 5 5 24; 6 7 21; 7 9 22; 8 11 115; 9 30 13
31. 10 29 15; 11 17 18; 12 19 20; 13 21 20; 14 23 6; 15 24 23; 16 25 8; 17 26 25
32. 18 27 10; 19 28 27; 20 29 12; 21 30 29; 22 14 24; 23 24 17; 24 26 28; 25 28 30
33. 26 16 23; 27 23 18; 28 25 27; 29 27 29; 30 1 5; 31 6 8; 32 5 7; 33 8 10
34. 34 19 9; 35 10 12; 36 9 11; 37 12 3; 38 4 114; 39 14 16; 40 13 15; 41 16 2
35. 42 7 19; 43 17 26; 44 18 25; 45 20 22; 46 21 26; 47 22 28; 48 31 1; 49 32 2
36. 50 33 3; 51 34 4; 52 35 5; 53 36 6; 54 37 7; 55 38 8; 56 39 9; 57 40 10
37. 58 41 11; 59 42 12; 60 43 13; 61 44 14; 62 45 15; 63 46 16; 64 47 23; 65 48 24
38. 66 49 25; 67 50 26; 68 51 27; 69 52 28; 70 53 29; 71 54 30; 72 1 55; 73 2 56
DXF IMPORT OF MSWDO IMPORT.DXF -- PAGE NO. 2
39. 74 3 57; 75 4 58; 76 5 59; 77 6 60; 78 7 61; 79 8 62; 80 9 63; 81 10 64
40. 82 11 65; 83 12 66; 85 14 68; 86 15 69; 87 16 70; 94 23 77; 95 24 78; 96 25 79
41. 97 26 80; 98 27 81; 99 28 82; 100 29 83; 102 55 68; 103 56 60; 104 69 57
42. 105 65 58; 106 59 78; 107 61 75; 108 63 76; 109 65 117; 110 84 67; 111 83 69
43. 112 71 72; 113 73 74; 114 75 74; 115 77 60; 116 78 77; 117 79 62; 118 80 79
44. 119 81 64; 120 82 81; 121 83 66; 122 84 83; 123 68 78; 124 78 71; 125 80 82
45. 126 82 84; 127 70 77; 128 77 72; 129 79 81; 130 81 83; 131 55 59; 132 60 62
46. 133 59 61; 134 62 64; 135 73 63; 136 64 66; 137 63 65; 138 66 57; 139 58 116
47. 140 68 70; 141 67 69; 142 70 56; 143 61 73; 144 71 80; 145 72 79; 146 74 76
48. 147 75 80; 148 76 82; 149 55 85; 150 56 86; 151 57 87; 152 58 88; 153 59 89
49. 154 60 90; 155 61 91; 156 62 92; 157 63 93; 158 64 94; 159 65 95; 160 66 96
50. 161 67 97; 162 68 98; 163 69 99; 164 70 100; 170 77 106; 171 78 107
51. 172 79 108; 173 80 109; 174 81 110; 175 82 111; 176 83 112; 177 84 113
52. 178 85 98; 179 86 90; 180 99 87; 181 95 88; 182 89 107; 185 95 113; 186 113 97
53. 187 112 99; 188 106 90; 189 107 106; 190 108 92; 191 109 108; 192 110 94
54. 193 111 110; 194 112 96; 195 113 112; 196 98 107; 198 109 111; 199 111 113
55. 200 100 106; 202 108 110; 203 110 112; 204 85 89; 205 90 92; 206 89 91
56. 207 92 94; 209 94 96; 210 93 95; 211 96 87; 212 88 97; 213 98 100; 214 97 99
57. 215 100 86; 221 91 93; 222 91 109; 223 93 111; 224 107 109; 225 106 108
58. 226 114 13; 227 115 30; 228 115 114; 229 116 67; 230 117 84; 231 117 116
59. START GROUP DEFINITION
60. FLOOR
61. _2F1 102 106 107 120 122 TO 124 126 130 131 133 144 147
62. _2F2 103 104 108 TO 111 115 TO 117 119 121 TO 123 126 TO 130 132 134 -
63. 136 TO 138 140 TO 142 145 148 230
64. _2F3 105 109 118 120 125 129 139 231
65. _2F1W1 110 112 116 124 128 229 TO 231
66. _2F1W2 108 112 TO 114 118 125 135 144 TO 148
67. END GROUP DEFINITION
68. DEFINE MATERIAL START
69. ISOTROPIC CONCRETE
70. E 2.17185E+007
71. POISSON 0.17
72. DENSITY 23.5616
73. ALPHA 1E-005
74. DAMP 0.05
75. TYPE CONCRETE
76. STRENGTH FCU 27579
77. END DEFINE MATERIAL
78. MEMBER PROPERTY AMERICAN
79. 48 TO 83 85 TO 87 94 TO 100 149 TO 164 170 TO 177 PRIS YD 0.4 ZD 0.4
80. 1 TO 11 14 TO 44 46 47 102 TO 112 115 TO 145 147 148 178 TO 182 185 TO 196 -
81. 198 TO 200 202 TO 207 209 TO 215 221 TO 231 PRIS YD 0.5 ZD 0.35
82. 12 13 45 113 114 146 PRIS YD 0.4 ZD 0.3
83. CONSTANTS
84. MATERIAL CONCRETE ALL
85. MEMBER RELEASE
86. 12 13 45 113 114 146 START MZ
87. 12 13 45 113 114 146 END MZ
88. SUPPORTS
89. 31 TO 54 FIXED
90. DEFINE REFERENCE LOADS
91. LOAD R1 LOADTYPE DEAD TITLE REF LOAD-DL
92. SELFWEIGHT Y 1
93. MEMBER LOAD
94. 102 TO 105 107 109 111 117 119 121 123 124 126 TO 128 131 TO 143 147 -
DXF IMPORT OF MSWDO IMPORT.DXF -- PAGE NO. 3
95. 229 TO 231 UNI GY 7.45
96. 1 TO 4 6 8 9 16 18 21 TO 23 25 30 TO 32 34 TO 42 46 226 228 UNI GY 7.775
97. 182 185 188 189 194 195 UNI GY 3.38
98. 190 TO 193 222 223 UNI GY 3.61
99. 178 180 212 TO 215 UNI GY 1.58
100. FLOOR LOAD
101. _2F1 FLOAD 5.24 GY
102. _2F2 FLOAD 5.24 GY
103. _2F3 FLOAD 5.24 GY
104. ONEWAY LOAD
105. _2F1W1 ONE 5.24 GY
106. _2F1W2 ONE 5.24 GY
107. END DEFINE REFERENCE LOADS
108. FLOOR DIAPHRAGM
109. DIA 1 TYPE RIG HEI 1.8 JOINT 1 TO 30 114 115
110. DIA 2 TYPE RIG HEI 4.8 JOINT 55 TO 84 116 117
111. DIA 3 TYPE RIG HEI 7.8 JOINT 85 TO 100 106 TO 113
*** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT.
MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES.
*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.
************************************************************************************
FLOOR DIAPHRAGM UNIT - KN METE
--------------- ----------------
NO. TYPE FL. LEVEL FL. WT CENTRE OF MASS MASTER JOINT NO.
X Z
1 RIGID 1.800 1647.12 9.802 6.263 118
2 RIGID 4.800 2991.10 9.598 6.634 119
3 RIGID 7.800 993.52 9.500 6.613 120
************************************************************************************
113. DEFINE UBC LOAD
114. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 2 CT 0.0731 NA 1 NV 1
115. REFERENCE LOAD Y
*** NOTE: SEISMIC WEIGHT TABLE IS PRESENT.THIS WEIGHT TABLE
WILL BE CONSIDERED IN STATIC SEISMIC ANALYSIS.
116. R1 1.0
117. CHECK SOFT STORY ASCE7
DXF IMPORT OF MSWDO IMPORT.DXF -- PAGE NO. 4
118. LOAD 1 LOADTYPE SEISMIC TITLE EX
119. UBC LOAD X 1 DEC 1 ACC 0.05
120. LOAD 2 LOADTYPE SEISMIC TITLE EZ
121. UBC LOAD Z 1 DEC 1 ACC 0.05
122. LOAD 3 LOADTYPE DEAD TITLE DL
123. REFERENCE LOAD
124. R1 -1.0
125. LOAD 4 LOADTYPE LIVE TITLE LL
126. FLOOR LOAD
127. _2F1 FLOAD -2.9 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.
128. _2F2 FLOAD -2.4 GY
129. _2F3 FLOAD -4.8 GY
130. ONEWAY LOAD
131. _2F1W1 ONE -2.4 GY
132. _2F1W2 ONE -3.8 GY
133. MEMBER LOAD
134. 182 185 188 189 194 195 UNI GY -2.25
135. 190 TO 193 222 223 UNI GY -2.4
136. 178 180 212 TO 215 UNI GY -1.05
137. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 115 NUMBER OF MEMBERS 208
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 24
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 105/ 19/ 282 DOF
TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 282
DXF IMPORT OF MSWDO IMPORT.DXF -- PAGE NO. 5
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
SIZE OF STIFFNESS MATRIX = 80 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 13.2/ 124278.1 MB
**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION
OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH
UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE.
*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 74 EQN.NO. 103
LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED.
THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR
EFFECTIVELY RELEASED IN THIS DIRECTION.
*WARNING- ZERO STIFFNESS IN DIRECTION 2 AT JOINT 20 EQN.NO. 121
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------
STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z
1 1.80 OK OK
2 4.80 OK OK
3 7.80 OK OK
NOTE : NO SOFT STOREY IS DETECTED.
***********************************************************
* *
* X DIRECTION : Ta = 0.341 Tb = 0.284 Tuser = 0.000 *
* T = 0.284, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1176 x 5713.17 = 672.14 KN *
* *
***********************************************************
***********************************************************
* *
* Z DIRECTION : Ta = 0.341 Tb = 0.301 Tuser = 0.000 *
* T = 0.301, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1176 x 5713.17 = 672.14 KN *
* *
***********************************************************
DXF IMPORT OF MSWDO IMPORT.DXF -- PAGE NO. 6
************************************************************************
***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1
LOAD NO.: 1 DIRECTION : X UNIT - METE
STORY LEVEL DYN. ECC. (dec) ACC. ECC. (aec) DESIGN ECC.
----- ----- --------------- --------------- ---------------
X Z X Z X Z
dec + aec dec + aec
1 1.80 0.00 0.00 0.95 0.65 0.00 0.65
2 4.80 0.00 0.00 0.95 0.65 0.00 0.65
3 7.80 0.00 0.00 0.95 0.65 0.00 0.65
************************************************************************
************************************************************************
***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1
DXF IMPORT OF MSWDO IMPORT.DXF -- PAGE NO. 7
LOAD NO.: 2 DIRECTION : Z UNIT - METE
STORY LEVEL DYN. ECC. (dec) ACC. ECC. (aec) DESIGN ECC.
----- ----- --------------- --------------- ---------------
X Z X Z X Z
dec + aec dec + aec
1 1.80 0.00 0.00 0.95 0.65 0.95 0.00
2 4.80 0.00 0.00 0.95 0.65 0.95 0.00
3 7.80 0.00 0.00 0.95 0.65 0.95 0.00
************************************************************************
138. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= MAY 5,2020 TIME= 6: 6:48 ****
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