HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve !!

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-Nov-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0;
16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200; 19 30101 6850 4200;
20 14700 10468 0; 21 19450 10468 0; 22 27450 10468 0; 23 30101 10468 0;
24 14700 10468 4200; 25 19450 10468 4200; 26 27450 10468 4200;
27 30101 10468 4200; 28 14700 10468 2600; 29 16098 10468 2600;
30 14700 10468 1600; 31 16098 10468 1600; 32 16098 10468 4200;
33 16098 10468 0; 36 17075 10468 4200; 37 17075 10468 0; 38 17075 10468 2122;
41 18798 10468 4200; 42 18798 10468 0; 43 18798 10468 2122; 44 21625 10468 0;
45 21625 10468 4200; 46 24375 10468 0; 48 25275 10468 0; 50 24375 10468 1600;
51 25275 10468 4200; 52 25275 10468 1600; 53 25275 10468 2556;
54 27450 10468 1600; 55 27450 10468 2556; 56 29173 10468 0;
57 29173 10468 4200; 61 19450 9153 4200; 63 21534.5 10468 4200;
64 19450 9165.46 4200; 65 27450 9165.46 4200; 66 25365.5 10468 4200;
69 14700 9153 0; 71 19450 9153 0; 73 21534.5 10468 0; 74 19450 9165.46 0;
75 27450 9165.46 0; 76 25365.5 10468 0; 88 14700 6850 4350; 89 14700 6850 -150;
90 14700 6850 2250; 91 30099 6850 2250; 92 15646 6850 -150; 93 15646 6850 4350;
94 17751 6850 -150; 95 17751 6850 4350; 96 19450 6850 -150; 97 19450 6850 4350;
98 21387 6850 -150; 99 21387 6850 4350; 100 22355 6850 -150;
101 22355 6850 4350; 102 24044 6850 -150; 103 24044 6850 4350;
104 25883 6850 -150; 105 25883 6850 4350; 106 27449 6850 -150;
107 27449 6850 4350; 108 30099 6850 4350; 109 30099 6850 -150;
117 27450 9795.38 4200; 118 27450 9795.38 0; 119 19550 10468 4200;
120 19350 10468 4200; 125 19350 10655.5 4200; 126 19550 10655.5 4200;
127 19550 10468 0; 128 19350 10468 0; 131 27550 10468 4200;
132 27350 10468 4200; 135 27550 10468 0; 136 27350 10468 0;
137 19350 10655.5 -0.000476837; 138 19550 10655.5 -0.000476837;
139 27350 10655.5 4200; 140 27550 10655.5 4200; 141 27350 10655.5 -0.000476837;
142 27550 10655.5 -0.000476837; 143 19450 10655.5 4200;
144 19450 10655.5 -0.000476837; 145 27450 10655.5 -0.000476837;
146 27450 10655.5 4200; 148 17172.3 10468 4200; 149 16977.6 10468 4200;
150 14700 9153 4200; 151 17172.3 10468 0; 152 16977.6 10468 0;
MEMBER INCIDENCES
26 21 25; 43 33 32; 47 42 41; 49 38 43; 53 44 45; 61 50 46; 74 56 57; 83 63 64;
86 66 65; 102 73 74; 103 76 75; 108 16 150; 109 14 118; 110 13 21; 111 12 20;
119 22 26; 122 36 37; 123 48 51; 146 90 91; 148 94 95; 149 96 97; 150 98 99;
151 100 101; 152 102 103; 153 104 105; 154 106 107; 159 20 24; 160 23 27;
161 54 52; 162 50 52; 163 53 55; 164 53 29; 165 50 31; 166 29 28; 167 31 30;
168 19 27; 169 15 23; 185 117 27; 186 118 22; 187 118 23; 188 18 26;
204 120 125; 205 119 126; 221 125 143; 222 128 137; 223 127 138; 224 137 144;
225 132 139; 226 131 140; 227 139 146; 228 136 141; 229 135 142; 230 141 145;
232 21 22; 233 22 23; 234 27 26; 235 26 25; 237 143 126; 238 144 138;
239 145 142; 240 146 140; 248 61 148; 251 150 24; 252 150 149; 253 151 152;
254 71 151; 256 69 152; 258 24 25; 259 20 127; 260 108 107; 261 107 105;
262 105 103; 263 103 101; 264 99 101; 265 99 97; 266 97 95; 267 95 93;
268 93 88; 269 109 106; 270 106 104; 271 104 102; 272 102 100; 273 98 100;
274 98 96; 275 96 94; 276 94 92; 277 92 89; 278 89 12; 279 12 90; 280 90 16;
281 16 88; 282 109 15; 283 15 91; 284 91 19; 285 19 108; 286 17 25; 287 92 93;
START GROUP DEFINITION
JOINT
FLOOR
_SNOW 26 43 47 49 53 61 74 119 122 123 159 TO 167 204 205 221 TO 230 -
232 TO 235 237 TO 240 253 258 259
GEOMETRY
MEMBER
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 0.2532 FU 0.4078 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 21.7185
POISSON 0.17
DENSITY 2.35616e-008
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 0.027579
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
MEMBER PROPERTY EUROPEAN
43 47 49 53 61 74 83 86 102 103 122 123 185 187 248 252 254 256 TABLE ST IPE180
26 108 TO 111 119 146 148 TO 154 159 160 168 169 186 188 232 TO 235 251 253 -
258 259 286 287 TABLE ST HE200A
161 TO 167 TABLE ST HE180A
260 TO 285 TABLE ST HE300A
MEMBER PROPERTY EUROPEAN
204 205 221 TO 230 237 TO 240 PRIS YD 35
SUPPORTS
88 89 108 109 FIXED
DEFINE SNOW LOAD
TYPE 1 PG -500 CE 0.9 CT 1 I 1
LOAD 1 LOADTYPE Live TITLE TANK LOAD
MEMBER LOAD
148 154 UNI GY -4902.58
LOAD 2 LOADTYPE Live TITLE LEFT A LOAD
JOINT LOAD
143 TO 146 FY 10
LOAD 3 LOADTYPE Snow TITLE LOAD CASE 3
FLOOR LOAD
_SNOW FLOAD -0.5 GY
PERFORM ANALYSIS

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