Joint weight

STAAD SPACE
START JOB INFORMATION
JOB NAME
ENGINEER DATE 08-March-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
5 0 3 0; 6 4.5 3 0; 7 9 3 0; 9 0 6 0; 10 4.5 6 0; 11 9 6 0; 12 13.5 6 0;
13 0 9 0; 14 4.5 9 0; 15 9 9 0; 16 13.5 9 0; 17 0 12 0; 18 4.5 12 0; 19 9 12 0;
20 13.5 12 0; 21 0 15 0; 22 4.5 15 0; 23 9 15 0; 24 13.5 15 0; 25 0 18 0;
26 4.5 18 0; 27 9 18 0; 28 13.5 18 0; 33 0 3 3.5; 34 4.5 3 3.5; 35 9 3 3.5;
37 0 6 3.5; 38 4.5 6 3.5; 39 9 6 3.5; 40 13.5 6 3.5; 41 0 9 3.5; 42 4.5 9 3.5;
43 9 9 3.5; 44 13.5 9 3.5; 45 0 12 3.5; 46 4.5 12 3.5; 47 9 12 3.5;
48 13.5 12 3.5; 49 0 15 3.5; 50 4.5 15 3.5; 51 9 15 3.5; 52 13.5 15 3.5;
53 0 18 3.5; 54 4.5 18 3.5; 55 9 18 3.5; 56 13.5 18 3.5; 61 0 3 7; 62 4.5 3 7;
63 9 3 7; 65 0 6 7; 66 4.5 6 7; 67 9 6 7; 68 13.5 6 7; 69 0 9 7; 70 4.5 9 7;
71 9 9 7; 72 13.5 9 7; 73 0 12 7; 74 4.5 12 7; 75 9 12 7; 76 13.5 12 7;
77 0 15 7; 78 4.5 15 7; 79 9 15 7; 80 13.5 15 7; 81 0 18 7; 82 4.5 18 7;
83 9 18 7; 84 13.5 18 7; 87 9 3 10.5; 89 9 6 10.5; 90 13.5 6 10.5; 91 9 9 10.5;
92 13.5 9 10.5; 93 9 12 10.5; 94 13.5 12 10.5; 95 9 15 10.5; 96 13.5 15 10.5;
97 9 18 10.5; 98 13.5 18 10.5; 101 9 3 12; 103 9 6 12; 105 9 9 12; 107 9 12 12;
109 9 15 12; 111 9 18 12; 114 0 3 12; 115 4.5 3 12; 116 0 6 12; 117 4.5 6 12;
118 0 9 12; 119 4.5 9 12; 120 0 12 12; 121 4.5 12 12; 122 0 15 12;
123 4.5 15 12; 124 0 18 12; 125 4.5 18 12; 126 0 -2 0; 127 0 -2 3.5;
128 0 -2 7; 129 0 -2 12; 130 4.5 0 0; 131 4.5 0 3.5; 132 4.5 0 7; 133 4.5 0 12;
MEMBER INCIDENCES
1 5 6; 2 9 10; 3 10 11; 4 13 14; 5 14 15; 6 15 16; 7 17 18; 8 18 19; 9 19 20;
10 21 22; 11 22 23; 12 23 24; 13 25 26; 14 26 27; 15 27 28; 16 5 9; 17 6 10;
18 7 11; 19 9 13; 20 10 14; 21 11 15; 22 12 16; 23 13 17; 24 14 18; 25 15 19;
26 16 20; 27 17 21; 28 18 22; 29 19 23; 30 20 24; 31 21 25; 32 22 26; 33 23 27;
34 24 28; 35 33 34; 36 37 38; 37 38 39; 38 41 42; 39 42 43; 40 43 44; 41 45 46;
42 46 47; 43 47 48; 44 49 50; 45 50 51; 46 51 52; 47 53 54; 48 54 55; 49 55 56;
50 33 37; 51 34 38; 52 35 39; 53 37 41; 54 38 42; 55 39 43; 56 40 44; 57 41 45;
58 42 46; 59 43 47; 60 44 48; 61 45 49; 62 46 50; 63 47 51; 64 48 52; 65 49 53;
66 50 54; 67 51 55; 68 52 56; 69 61 62; 70 65 66; 71 66 67; 72 69 70; 73 70 71;
74 71 72; 75 73 74; 76 74 75; 77 75 76; 78 77 78; 79 78 79; 80 79 80; 81 81 82;
82 82 83; 83 83 84; 84 61 65; 85 62 66; 86 63 67; 87 65 69; 88 66 70; 89 67 71;
90 68 72; 91 69 73; 92 70 74; 93 71 75; 94 72 76; 95 73 77; 96 74 78; 97 75 79;
98 76 80; 99 77 81; 100 78 82; 101 79 83; 102 80 84; 103 5 33; 104 6 34;
105 9 37; 106 10 38; 107 11 39; 108 13 41; 109 14 42; 110 15 43; 111 16 44;
112 17 45; 113 18 46; 114 19 47; 115 20 48; 116 21 49; 117 22 50; 118 23 51;
119 24 52; 120 25 53; 121 26 54; 122 27 55; 123 28 56; 124 33 61; 125 34 62;
126 37 65; 127 38 66; 128 39 67; 129 41 69; 130 42 70; 131 43 71; 132 44 72;
133 45 73; 134 46 74; 135 47 75; 136 48 76; 137 49 77; 138 50 78; 139 51 79;
140 52 80; 141 53 81; 142 54 82; 143 55 83; 144 56 84; 145 91 92; 146 93 94;
147 95 96; 148 97 98; 149 87 89; 150 89 91; 151 90 92; 152 91 93; 153 92 94;
154 93 95; 155 94 96; 156 95 97; 157 96 98; 158 67 89; 159 71 91; 160 72 92;
161 75 93; 162 76 94; 163 79 95; 164 80 96; 165 83 97; 166 84 98; 167 89 103;
168 91 105; 169 93 107; 170 95 109; 171 97 111; 172 111 109; 173 109 107;
174 107 105; 175 105 103; 176 103 101; 177 114 115; 178 116 117; 179 118 119;
180 120 121; 181 122 123; 182 124 125; 183 124 122; 184 122 120; 185 120 118;
186 118 116; 187 116 114; 188 125 123; 189 123 121; 190 121 119; 191 119 117;
192 117 115; 193 61 114; 194 65 116; 195 69 118; 196 73 120; 197 77 122;
198 62 115; 199 66 117; 200 70 119; 201 74 121; 202 78 123; 203 117 103;
204 119 105; 205 121 107; 206 123 109; 207 125 111; 208 81 124; 209 82 125;
210 5 126; 211 33 127; 212 61 128; 213 114 129; 214 6 130; 215 34 131;
216 62 132; 217 115 133; 263 97 125; 264 95 123; 265 93 121; 266 91 119;
267 89 117;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 1.94e+007
POISSON 0.17
DENSITY 24
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 217 263 TO 267
MEMBER PROPERTY INDIAN
*Column.
16 TO 34 50 TO 68 84 TO 102 149 TO 157 172 TO 176 183 TO 192 210 TO 216 -
217 PRIS YD 0.4 ZD 0.4
*Beam 5m.
193 TO 202 208 209 PRIS YD 0.4 ZD 0.25
*Beam Dang zawng.
1 TO 15 35 TO 49 69 TO 83 103 TO 148 158 TO 171 177 TO 182 203 TO 206 -
207 PRIS YD 0.35 ZD 0.25
MEMBER PROPERTY INDIAN
263 TO 267 PRIS YD 0.05 ZD 0.05
SUPPORTS
5 TO 7 9 TO 28 33 TO 35 37 TO 56 61 TO 63 65 TO 84 87 89 TO 98 101 103 105 -
107 109 111 114 TO 133 FIXED BUT FX FZ MX MY MZ
cut off mode shape 3
LOAD 1 DEAD LOAD
SELFWEIGHT Y -1
FLOOR LOAD
YRANGE 3 18 FLOAD -5 XRANGE 0 13.5 ZRANGE 0 12
MEMBER LOAD
1 TO 15 35 TO 49 69 TO 83 103 TO 148 158 TO 171 177 TO 182 193 TO 209 UNI GY -3
LOAD 2 LIVE LOAD
FLOOR LOAD
YRANGE 3 18 FLOAD -3 XRANGE 0 13.5 ZRANGE 0 12
MEMBER LOAD
1 TO 15 35 TO 49 69 TO 83 103 TO 148 158 TO 171 177 TO 182 193 TO 209 UNI GY -3
LOAD COMBINATION 3
1 1.0 2 1.0
PERFORM ANALYSIS
LOAD LIST 3
PRINT SUPPORT REACTION
PRINT MEMBER FORCES
FINISH