Zone 5 structure please check if it is correct or not I have not introduced modification factor and diaphragm mass modelling

STAAD SPACE
START JOB INFORMATION
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.95 0 0; 3 8.08 0 0; 4 10.64 0 0; 5 14.59 0 0; 6 19.22 0 0;
7 0 0 4.72; 8 3.95 0 4.72; 9 8.08 0 4.72; 10 10.64 0 4.72;
11 14.59 0 4.72; 12 19.22 0 4.72; 13 0 0 7.02; 14 3.95 0 7.02;
15 8.08 0 7.02; 16 10.64 0 7.02; 17 14.59 0 7.02; 18 19.22 0 7.02;
19 0 0 10.77; 20 3.95 0 10.77; 21 8.08 0 10.77; 22 10.64 0 10.77;
23 14.59 0 10.77; 24 19.22 0 10.77; 25 0 0 14.7; 26 3.95 0 14.7;
27 8.08 0 14.7; 28 10.64 0 14.7; 29 14.59 0 14.7; 30 19.22 0 14.7;
31 0 -2.8 0; 32 3.95 -2.8 0; 33 8.08 -2.8 0; 34 10.64 -2.8 0;
35 14.59 -2.8 0; 36 19.22 -2.8 0; 37 0 -2.8 4.72; 38 3.95 -2.8 4.72;
39 8.08 -2.8 4.72; 40 10.64 -2.8 4.72; 41 14.59 -2.8 4.72;
42 19.22 -2.8 4.72; 43 0 -2.8 7.02; 44 3.95 -2.8 7.02;
45 8.08 -2.8 7.02; 46 10.64 -2.8 7.02; 47 14.59 -2.8 7.02;
48 19.22 -2.8 7.02; 49 0 -2.8 10.77; 50 3.95 -2.8 10.77;
51 8.08 -2.8 10.77; 52 10.64 -2.8 10.77; 53 14.59 -2.8 10.77;
54 19.22 -2.8 10.77; 55 0 -2.8 14.7; 56 3.95 -2.8 14.7;
57 8.08 -2.8 14.7; 58 10.64 -2.8 14.7; 59 14.59 -2.8 14.7;
60 19.22 -2.8 14.7; 61 0 3.2 0; 62 3.95 3.2 0; 63 8.08 3.2 0;
64 10.64 3.2 0; 65 14.59 3.2 0; 66 19.22 3.2 0; 67 0 3.2 4.72;
68 3.95 3.2 4.72; 69 8.08 3.2 4.72; 70 10.64 3.2 4.72;
71 14.59 3.2 4.72; 72 19.22 3.2 4.72; 73 0 3.2 7.02; 74 3.95 3.2 7.02;
75 8.08 3.2 7.02; 76 10.64 3.2 7.02; 77 14.59 3.2 7.02;
78 19.22 3.2 7.02; 79 0 3.2 10.77; 80 3.95 3.2 10.77; 81 8.08 3.2 10.77;
82 10.64 3.2 10.77; 83 14.59 3.2 10.77; 84 19.22 3.2 10.77;
85 0 3.2 14.7; 86 3.95 3.2 14.7; 87 8.08 3.2 14.7; 88 10.64 3.2 14.7;
89 14.59 3.2 14.7; 90 19.22 3.2 14.7; 91 0 6.4 0; 92 3.95 6.4 0;
93 8.08 6.4 0; 94 10.64 6.4 0; 95 14.59 6.4 0; 96 19.22 6.4 0;
97 0 6.4 4.72; 98 3.95 6.4 4.72; 99 8.08 6.4 4.72; 100 10.64 6.4 4.72;
101 14.59 6.4 4.72; 102 19.22 6.4 4.72; 103 0 6.4 7.02;
104 3.95 6.4 7.02; 105 8.08 6.4 7.02; 106 10.64 6.4 7.02;
107 14.59 6.4 7.02; 108 19.22 6.4 7.02; 109 0 6.4 10.77;
110 3.95 6.4 10.77; 111 8.08 6.4 10.77; 112 10.64 6.4 10.77;
113 14.59 6.4 10.77; 114 19.22 6.4 10.77; 115 0 6.4 14.7;
116 3.95 6.4 14.7; 117 8.08 6.4 14.7; 118 10.64 6.4 14.7;
119 14.59 6.4 14.7; 120 19.22 6.4 14.7;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 7 8; 7 8 9; 8 9 10; 9 10 11;
10 11 12; 11 13 14; 12 14 15; 13 15 16; 14 16 17; 15 17 18; 16 19 20;
17 20 21; 18 21 22; 19 22 23; 20 23 24; 21 25 26; 22 26 27; 23 27 28;
24 28 29; 25 29 30; 26 1 7; 27 7 13; 28 13 19; 29 19 25; 30 2 8;
31 8 14; 32 14 20; 33 20 26; 34 3 9; 35 9 15; 36 15 21; 37 21 27;
38 4 10; 39 10 16; 40 16 22; 41 22 28; 42 5 11; 43 11 17; 44 17 23;
45 23 29; 46 6 12; 47 12 18; 48 18 24; 49 24 30; 50 1 31; 51 2 32;
52 3 33; 53 4 34; 54 5 35; 55 6 36; 56 7 37; 57 8 38; 58 9 39; 59 10 40;
60 11 41; 61 12 42; 62 13 43; 63 14 44; 64 15 45; 65 16 46; 66 17 47;
67 18 48; 68 19 49; 69 20 50; 70 21 51; 71 22 52; 72 23 53; 73 24 54;
74 25 55; 75 26 56; 76 27 57; 77 28 58; 78 29 59; 79 30 60; 80 1 61;
81 2 62; 82 3 63; 83 4 64; 84 5 65; 85 6 66; 86 7 67; 87 8 68; 88 9 69;
89 10 70; 90 11 71; 91 12 72; 92 13 73; 93 14 74; 94 15 75; 95 16 76;
96 17 77; 97 18 78; 98 19 79; 99 20 80; 100 21 81; 101 22 82; 102 23 83;
103 24 84; 104 25 85; 105 26 86; 106 27 87; 107 28 88; 108 29 89;
109 30 90; 110 61 62; 111 62 63; 112 63 64; 113 64 65; 114 65 66;
115 67 68; 116 68 69; 117 69 70; 118 70 71; 119 71 72; 120 73 74;
121 74 75; 122 75 76; 123 76 77; 124 77 78; 125 79 80; 126 80 81;
127 81 82; 128 82 83; 129 83 84; 130 85 86; 131 86 87; 132 87 88;
133 88 89; 134 89 90; 135 61 67; 136 67 73; 137 73 79; 138 79 85;
139 62 68; 140 68 74; 141 74 80; 142 80 86; 143 63 69; 144 69 75;
145 75 81; 146 81 87; 147 64 70; 148 70 76; 149 76 82; 150 82 88;
151 65 71; 152 71 77; 153 77 83; 154 83 89; 155 66 72; 156 72 78;
157 78 84; 158 84 90; 159 61 91; 160 62 92; 161 63 93; 162 64 94;
163 65 95; 164 66 96; 165 67 97; 166 68 98; 167 69 99; 168 70 100;
169 71 101; 170 72 102; 171 73 103; 172 74 104; 173 75 105; 174 76 106;
175 77 107; 176 78 108; 177 79 109; 178 80 110; 179 81 111; 180 82 112;
181 83 113; 182 84 114; 183 85 115; 184 86 116; 185 87 117; 186 88 118;
187 89 119; 188 90 120; 189 91 92; 190 92 93; 191 93 94; 192 94 95;
193 95 96; 194 97 98; 195 98 99; 196 99 100; 197 100 101; 198 101 102;
199 103 104; 200 104 105; 201 105 106; 202 106 107; 203 107 108;
204 109 110; 205 110 111; 206 111 112; 207 112 113; 208 113 114;
209 115 116; 210 116 117; 211 117 118; 212 118 119; 213 119 120;
214 91 97; 215 97 103; 216 103 109; 217 109 115; 218 92 98; 219 98 104;
220 104 110; 221 110 116; 222 93 99; 223 99 105; 224 105 111;
225 111 117; 226 94 100; 227 100 106; 228 106 112; 229 112 118;
230 95 101; 231 101 107; 232 107 113; 233 113 119; 234 96 102;
235 102 108; 236 108 114; 237 114 120;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
159 TO 188 PRIS YD 0.3 ZD 0.3
1 TO 49 110 TO 158 189 TO 237 PRIS YD 0.3 ZD 0.23
50 TO 109 PRIS YD 0.4 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
31 TO 60 FIXED
DEFINE IS1893 2016 LOAD
ZONE 0.36 RF 3 I 1 SS 1 ST 1 DM 0.05
WALL AREA X
0.13 19.22;
WALL AREA Z
0.13 14.7;
MEMBER WEIGHT
1 TO 49 110 TO 158 189 TO 237 UNI 7.8
FLOOR WEIGHT
YRANGE 0 20 FLOAD 4.2
LOAD 1 LOADTYPE Seismic TITLE SEISMIC +X
1893 LOAD X 1
PERFORM ANALYSIS PRINT ALL
CHANGE
LOAD 2 LOADTYPE Seismic TITLE SEISMIC -X
1893 LOAD X -1
PERFORM ANALYSIS PRINT ALL
CHANGE
LOAD 3 LOADTYPE Seismic TITLE SEISMIC+Z
1893 LOAD Z 1
PERFORM ANALYSIS PRINT ALL
CHANGE
LOAD 4 LOADTYPE Seismic TITLE SEISMIC-Z
1893 LOAD Z -1
PERFORM ANALYSIS PRINT ALL
CHANGE
LOAD 5 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
1 TO 49 110 TO 158 UNI GY -7.8
FLOOR LOAD
YRANGE 0 20 FLOAD -3.5 GY
MEMBER LOAD
189 TO 193 209 TO 217 234 TO 237 UNI GY -3
LOAD 6 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD
FLOOR LOAD
YRANGE 0 6 FLOAD -4 GY
LOAD COMB 7 ULC, 1.5 Dead + 1.5 Live
5 1.5 6 1.5
LOAD COMB 8 ULC, 1.2 Dead + 1.2 Live
5 1.2 6 1.2
LOAD COMB 9 ULC, 1.2 Dead + 1.2 Live + 1.2 Seismic (1)
5 1.2 6 1.2 1 1.2
LOAD COMB 10 ULC, 1.2 Dead + 1.2 Live + 1.2 Seismic (2)
5 1.2 6 1.2 2 1.2
LOAD COMB 11 ULC, 1.2 Dead + 1.2 Live + 1.2 Seismic (3)
5 1.2 6 1.2 3 1.2
LOAD COMB 12 ULC, 1.2 Dead + 1.2 Live + 1.2 Seismic (4)
5 1.2 6 1.2 4 1.2
LOAD COMB 13 ULC, 1.2 Dead + 1.2 Live + -1.2 Seismic (1)
5 1.2 6 1.2 1 -1.2
LOAD COMB 14 ULC, 1.2 Dead + 1.2 Live + -1.2 Seismic (2)
5 1.2 6 1.2 2 -1.2
LOAD COMB 15 ULC, 1.2 Dead + 1.2 Live + -1.2 Seismic (3)
5 1.2 6 1.2 3 -1.2
LOAD COMB 16 ULC, 1.2 Dead + 1.2 Live + -1.2 Seismic (4)
5 1.2 6 1.2 4 -1.2
LOAD COMB 17 ULC, 1.5 Dead
5 1.5
LOAD COMB 18 ULC, 1.5 Dead + 1.5 Seismic (1)
5 1.5 1 1.5
LOAD COMB 19 ULC, 1.5 Dead + 1.5 Seismic (2)
5 1.5 2 1.5
LOAD COMB 20 ULC, 1.5 Dead + 1.5 Seismic (3)
5 1.5 3 1.5
LOAD COMB 21 ULC, 1.5 Dead + 1.5 Seismic (4)
5 1.5 4 1.5
LOAD COMB 22 ULC, 1.5 Dead + -1.5 Seismic (1)
5 1.5 1 -1.5
LOAD COMB 23 ULC, 1.5 Dead + -1.5 Seismic (2)
5 1.5 2 -1.5
LOAD COMB 24 ULC, 1.5 Dead + -1.5 Seismic (3)
5 1.5 3 -1.5
LOAD COMB 25 ULC, 1.5 Dead + -1.5 Seismic (4)
5 1.5 4 -1.5
LOAD COMB 26 ULC, 0.9 Dead
5 0.9
LOAD COMB 27 ULC, 0.9 Dead + 1.5 Seismic (1)
5 0.9 1 1.5
LOAD COMB 28 ULC, 0.9 Dead + 1.5 Seismic (2)
5 0.9 2 1.5
LOAD COMB 29 ULC, 0.9 Dead + 1.5 Seismic (3)
5 0.9 3 1.5
LOAD COMB 30 ULC, 0.9 Dead + 1.5 Seismic (4)
5 0.9 4 1.5
LOAD COMB 31 ULC, 0.9 Dead + -1.5 Seismic (1)
5 0.9 1 -1.5
LOAD COMB 32 ULC, 0.9 Dead + -1.5 Seismic (2)
5 0.9 2 -1.5
LOAD COMB 33 ULC, 0.9 Dead + -1.5 Seismic (3)
5 0.9 3 -1.5
LOAD COMB 34 ULC, 0.9 Dead + -1.5 Seismic (4)
5 0.9 4 -1.5
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 25000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
MAXMAIN 32 ALL
MAXSEC 12 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
TRACK 2 ALL
DESIGN BEAM 1 TO 49 110 TO 158 189 TO 237
DESIGN COLUMN 50 TO 109 159 TO 188
CONCRETE TAKE
END CONCRETE DESIGN
FINISH

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