GETTING THIS ERROR "density not provided self weight ignored".plese resolve this,also attached the staad file
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-May-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.5 0 0; 3 11 0 0; 4 16.5 0 0; 5 22 0 0; 6 26.5 0 0; 7 26.5 0 4.45;
8 26.5 0 8.9; 9 26.5 0 12.1; 10 22 0 12.1; 11 16.5 0 12.1; 12 11 0 12.1;
13 5.5 0 12.1; 14 0 0 12.1; 15 0 0 8.9; 16 0 0 4.45; 17 5.5 0 8.9; 18 11 0 8.9;
19 16.5 0 8.9; 20 22 0 8.9; 21 0 2 0; 22 5.5 2 0; 23 11 2 0; 24 16.5 2 0;
25 22 2 0; 26 26.5 2 0; 27 26.5 2 4.45; 28 26.5 2 8.9; 29 26.5 2 12.1;
30 22 2 12.1; 31 16.5 2 12.1; 32 11 2 12.1; 33 5.5 2 12.1; 34 0 2 12.1;
35 0 2 8.9; 36 0 2 4.45; 37 5.5 2 8.9; 38 11 2 8.9; 39 16.5 2 8.9; 40 22 2 8.9;
41 0 5.3 0; 42 5.5 5.3 0; 43 11 5.3 0; 44 16.5 5.3 0; 45 22 5.3 0;
46 26.5 5.3 0; 47 26.5 5.3 4.45; 48 26.5 5.3 8.9; 49 26.5 5.3 12.1;
50 22 5.3 12.1; 51 16.5 5.3 12.1; 52 11 5.3 12.1; 53 5.5 5.3 12.1;
54 0 5.3 12.1; 55 0 5.3 8.9; 56 0 5.3 4.45; 57 5.5 5.3 8.9; 58 11 5.3 8.9;
59 16.5 5.3 8.9; 60 22 5.3 8.9; 61 0 8.6 0; 62 5.5 8.6 0; 63 11 8.6 0;
64 16.5 8.6 0; 65 22 8.6 0; 66 26.5 8.6 0; 67 26.5 8.6 4.45; 68 26.5 8.6 8.9;
69 26.5 8.6 12.1; 70 22 8.6 12.1; 71 16.5 8.6 12.1; 72 11 8.6 12.1;
73 5.5 8.6 12.1; 74 0 8.6 12.1; 75 0 8.6 8.9; 76 0 8.6 4.45; 77 5.5 8.6 8.9;
78 11 8.6 8.9; 79 16.5 8.6 8.9; 80 22 8.6 8.9; 81 0 11.9 0; 82 5.5 11.9 0;
83 11 11.9 0; 84 16.5 11.9 0; 85 22 11.9 0; 86 26.5 11.9 0; 87 26.5 11.9 4.45;
88 26.5 11.9 8.9; 89 26.5 11.9 12.1; 90 22 11.9 12.1; 91 16.5 11.9 12.1;
92 11 11.9 12.1; 93 5.5 11.9 12.1; 94 0 11.9 12.1; 95 0 11.9 8.9;
96 0 11.9 4.45; 97 5.5 11.9 8.9; 98 11 11.9 8.9; 99 16.5 11.9 8.9;
100 22 11.9 8.9; 101 26.5 3.65 0; 102 22 3.65 0; 103 26.5 6.95 0;
104 22 6.95 0; 105 22 5.3 4.45; 106 22 8.6 4.45;
MEMBER INCIDENCES
30 1 21; 31 2 22; 32 3 23; 33 4 24; 34 5 25; 35 6 26; 36 7 27; 37 8 28;
38 9 29; 39 10 30; 40 11 31; 41 12 32; 42 13 33; 43 14 34; 44 15 35; 45 16 36;
46 17 37; 47 18 38; 48 19 39; 49 20 40; 50 21 22; 51 22 23; 52 23 24; 53 24 25;
54 25 26; 55 26 27; 56 27 28; 57 28 29; 58 29 30; 59 30 31; 60 31 32; 61 32 33;
62 33 34; 63 34 35; 64 35 36; 65 36 21; 66 22 37; 67 37 33; 68 23 38; 69 38 32;
70 24 39; 71 39 31; 72 25 40; 73 40 30; 74 35 37; 75 37 38; 76 38 39; 77 39 40;
78 40 28; 79 21 41; 80 22 42; 81 23 43; 82 24 44; 83 25 102; 84 26 101;
85 27 47; 86 28 48; 87 29 49; 88 30 50; 89 31 51; 90 32 52; 91 33 53; 92 34 54;
93 35 55; 94 36 56; 95 37 57; 96 38 58; 97 39 59; 98 40 60; 99 41 42;
100 42 43; 101 43 44; 102 44 45; 103 45 46; 104 46 47; 105 47 48; 106 48 49;
107 49 50; 108 50 51; 109 51 52; 110 52 53; 111 53 54; 112 54 55; 113 55 56;
114 56 41; 115 42 57; 116 57 53; 117 43 58; 118 58 52; 119 44 59; 120 59 51;
121 45 105; 122 60 50; 123 55 57; 124 57 58; 125 58 59; 126 59 60; 127 60 48;
128 41 61; 129 42 62; 130 43 63; 131 44 64; 132 45 104; 133 46 103; 134 47 67;
135 48 68; 136 49 69; 137 50 70; 138 51 71; 139 52 72; 140 53 73; 141 54 74;
142 55 75; 143 56 76; 144 57 77; 145 58 78; 146 59 79; 147 60 80; 148 61 62;
149 62 63; 150 63 64; 151 64 65; 152 65 66; 153 66 67; 154 67 68; 155 68 69;
156 69 70; 157 70 71; 158 71 72; 159 72 73; 160 73 74; 161 74 75; 162 75 76;
163 76 61; 164 62 77; 165 77 73; 166 63 78; 167 78 72; 168 64 79; 169 79 71;
170 65 106; 171 80 70; 172 75 77; 173 77 78; 174 78 79; 175 79 80; 176 80 68;
177 61 81; 178 62 82; 179 63 83; 180 64 84; 181 65 85; 182 66 86; 183 67 87;
184 68 88; 185 69 89; 186 70 90; 187 71 91; 188 72 92; 189 73 93; 190 74 94;
191 75 95; 192 76 96; 193 77 97; 194 78 98; 195 79 99; 196 80 100; 197 81 82;
198 82 83; 199 83 84; 200 84 85; 201 85 86; 202 86 87; 203 87 88; 204 88 89;
205 89 90; 206 90 91; 207 91 92; 208 92 93; 209 93 94; 210 94 95; 211 95 96;
212 96 81; 213 82 97; 214 97 93; 215 83 98; 216 98 92; 217 84 99; 218 99 91;
219 85 100; 220 100 90; 221 95 97; 222 97 98; 223 98 99; 224 99 100;
225 100 88; 226 101 46; 227 102 45; 228 101 102; 229 103 66; 230 104 65;
231 103 104; 232 105 60; 233 105 47; 234 106 80; 235 106 67;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 24
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
36 38 TO 43 45 85 87 TO 92 94 134 136 TO 141 143 183 185 TO 190 -
192 PRIS YD 0.4 ZD 0.4
MEMBER PROPERTY AMERICAN
30 TO 35 37 44 46 TO 49 79 TO 84 86 93 95 TO 98 128 TO 133 135 142 -
144 TO 147 177 TO 182 184 191 193 TO 196 226 227 229 -
230 PRIS YD 0.4 ZD 0.6
50 TO 78 99 TO 127 148 TO 176 197 TO 225 228 231 TO 235 PRIS YD 0.5 ZD 0.4
SUPPORTS
1 TO 20 FIXED
SET PRINT 5
DEFINE 1893 LOAD
ZONE 0.24 RF 5 I 1 SS 2 ST 1 DM 0.05 PX 0.5 PZ 0.5
MEMBER WEIGHT
54 TO 56 UNI 22
50 TO 53 64 65 68 72 74 TO 77 UNI 13.75
103 TO 105 UNI 22.4
99 TO 102 113 114 117 121 123 TO 126 232 UNI 14
152 TO 154 UNI 22.2
148 TO 151 162 163 166 170 172 TO 175 234 UNI 13.875
57 TO 63 106 TO 112 155 TO 161 UNI 4.25
228 TO 231 233 235 UNI 35
FLOOR WEIGHT
YRANGE 11.9 12.1 FLOAD 6 XRANGE 0 26.5 ZRANGE 0 12.1
YRANGE 8.6 8.9 FLOAD 5.25 XRANGE 0 22 ZRANGE 0 12.1
YRANGE 8.6 8.9 FLOAD 5.25 XRANGE 22 26.5 ZRANGE 4.45 12.1
YRANGE 5.3 5.6 FLOAD 5.25 XRANGE 22 26.5 ZRANGE 4.45 12.1
YRANGE 5.3 5.6 FLOAD 5.25 XRANGE 0 22 ZRANGE 0 12.1
YRANGE 11.9 12.1 FLOAD 1 XRANGE 0 26.5 ZRANGE 0 12.1
YRANGE 8.6 8.9 FLOAD 5 XRANGE 0 26.5 ZRANGE 0 12.1
YRANGE 5.3 5.6 FLOAD 5 XRANGE 0 26.5 ZRANGE 0 12.1
SELFWEIGHT 1
LOAD 1 LOADTYPE Seismic TITLE X DIR
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE Z DIR
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead TITLE LOAD CASE 3
SELFWEIGHT Y -1
MEMBER LOAD
54 TO 56 UNI GY -22
50 TO 53 64 65 68 72 74 TO 77 UNI GY -13.75
103 TO 105 UNI GY -22.4
99 TO 102 113 114 117 121 123 TO 126 232 UNI GY -14
152 TO 154 UNI GY -22.2
148 TO 151 162 163 166 170 172 TO 175 234 UNI GY -13.875
57 TO 63 106 TO 112 155 TO 161 UNI GY -4.25
FLOOR LOAD
YRANGE 11.9 12.1 FLOAD -6 XRANGE 0 26.5 ZRANGE 0 12.1 GY
YRANGE 8.6 8.9 FLOAD -5.25 XRANGE 0 22 ZRANGE 0 12.1 GY
YRANGE 8.6 8.9 FLOAD -5.25 XRANGE 22 26.5 ZRANGE 4.45 12.1 GY
YRANGE 5.3 5.6 FLOAD -5.25 XRANGE 22 26.5 ZRANGE 4.45 12.1 GY
YRANGE 5.3 5.6 FLOAD -5.25 XRANGE 0 22 ZRANGE 0 12.1 GY
LOAD 4 LOADTYPE Live TITLE LOAD CASE 4
FLOOR LOAD
YRANGE 11.9 12.1 FLOAD -1 XRANGE 0 26.5 ZRANGE 0 12.1 GY
YRANGE 8.6 8.9 FLOAD -5 XRANGE 0 26.5 ZRANGE 0 12.1 GY
YRANGE 5.3 5.6 FLOAD -5 XRANGE 0 26.5 ZRANGE 0 12.1 GY
LOAD COMB 5 Generated Indian Code Genral_Structures 1
3 1.5 4 1.5
LOAD COMB 6 Generated Indian Code Genral_Structures 2
3 1.2 4 1.2
LOAD COMB 7 Generated Indian Code Genral_Structures 3
3 1.2 4 1.2 1 1.2
LOAD COMB 8 Generated Indian Code Genral_Structures 4
3 1.2 4 1.2 2 1.2
LOAD COMB 9 Generated Indian Code Genral_Structures 5
3 1.2 4 1.2 1 -1.2
LOAD COMB 10 Generated Indian Code Genral_Structures 6
3 1.2 4 1.2 2 -1.2
LOAD COMB 11 Generated Indian Code Genral_Structures 7
3 1.5
LOAD COMB 12 Generated Indian Code Genral_Structures 8
3 1.5 1 1.5
LOAD COMB 13 Generated Indian Code Genral_Structures 9
3 1.5 2 1.5
LOAD COMB 14 Generated Indian Code Genral_Structures 10
3 1.5 1 -1.5
LOAD COMB 15 Generated Indian Code Genral_Structures 11
3 1.5 2 -1.5
LOAD COMB 16 Generated Indian Code Genral_Structures 12
3 0.9 1 1.5
LOAD COMB 17 Generated Indian Code Genral_Structures 13
3 0.9 2 1.5
LOAD COMB 18 Generated Indian Code Genral_Structures 14
3 0.9 1 -1.5
LOAD COMB 19 Generated Indian Code Genral_Structures 15
3 0.9 2 -1.5
PERFORM ANALYSIS PRINT ALL
FINISH
(Please visit the site to view this file)