STAAD SPACESTART JOB INFORMATIONEND JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 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 INCIDENCES1 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 STARTISOTROPIC CONCRETEE 2.17185e+07POISSON 0.17DENSITY 23.5616ALPHA 1e-05DAMP 0.05TYPE CONCRETESTRENGTH FCU 27579END DEFINE MATERIALMEMBER PROPERTY159 TO 188 PRIS YD 0.3 ZD 0.31 TO 49 110 TO 158 189 TO 237 PRIS YD 0.3 ZD 0.2350 TO 109 PRIS YD 0.4 ZD 0.3CONSTANTSMATERIAL CONCRETE ALLSUPPORTS31 TO 60 FIXEDDEFINE IS1893 2016 LOADZONE 0.36 RF 3 I 1 SS 1 ST 1 DM 0.05WALL AREA X0.13 19.22;WALL AREA Z0.13 14.7;MEMBER WEIGHT1 TO 49 110 TO 158 189 TO 237 UNI 7.8FLOOR WEIGHTYRANGE 0 20 FLOAD 4.2LOAD 1 LOADTYPE Seismic TITLE SEISMIC +X1893 LOAD X 1PERFORM ANALYSIS PRINT ALLCHANGELOAD 2 LOADTYPE Seismic TITLE SEISMIC -X1893 LOAD X -1PERFORM ANALYSIS PRINT ALLCHANGELOAD 3 LOADTYPE Seismic TITLE SEISMIC+Z1893 LOAD Z 1PERFORM ANALYSIS PRINT ALLCHANGELOAD 4 LOADTYPE Seismic TITLE SEISMIC-Z1893 LOAD Z -1PERFORM ANALYSIS PRINT ALLCHANGELOAD 5 LOADTYPE Dead TITLE DEAD LOADSELFWEIGHT Y -1 LIST ALLMEMBER LOAD1 TO 49 110 TO 158 UNI GY -7.8FLOOR LOADYRANGE 0 20 FLOAD -3.5 GYMEMBER LOAD189 TO 193 209 TO 217 234 TO 237 UNI GY -3LOAD 6 LOADTYPE Live REDUCIBLE TITLE LIVE LOADFLOOR LOADYRANGE 0 6 FLOAD -4 GYLOAD COMB 7 ULC, 1.5 Dead + 1.5 Live5 1.5 6 1.5 LOAD COMB 8 ULC, 1.2 Dead + 1.2 Live5 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 Dead5 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 Dead5 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 ANALYSISSTART CONCRETE DESIGNCODE INDIANFC 25000 ALLFYMAIN 500000 ALLFYSEC 500000 ALLMAXMAIN 32 ALLMAXSEC 12 ALLMINMAIN 10 ALLMINSEC 8 ALLTRACK 2 ALLDESIGN BEAM 1 TO 49 110 TO 158 189 TO 237DESIGN COLUMN 50 TO 109 159 TO 188CONCRETE TAKEEND CONCRETE DESIGNFINISH
Hello,
I am not sure what to check in this file? Can you let us know your specific question or doubt related to any STAAD feature ?
Also I would suggest to use IS 13920 2016 code for designing this structure as it is in Zone 5.
Answer Verified By: PRASHANT SONI
1. Sir If we are doing dynamic analysis ,is it necessary to add Static loads also?? 2.If we are using medium soil or hard soil in Response spectra we do not need to use scale value?? 3. In Response spectra load case We add Response spectra in +x direction with value of Sa/g*I/r in plus , Response spectra in -x direction with value of Sa/g*I/r in minus, and two more values for z
or
only Response spectra load in x direction and Response spectra load in z direction
1. You may not use static cases but need to define seismic definition as it will be used to calculate vb/VB' automatically.
2. Question not clear.
3. Only use X and Z direction.
THIS SCALE VALUE SIR
SCALE parameter is a factor by which spectral data is multiplied. It is usually used for factoring g's to length/sec2 units. This SCALE parameter should be input according to current unit system i.e. it may be 9.81 in m/s2 unit system or 32.2 ft/s2 unit system. Default value of SCALE parameter is 1.0. To answer your question no you do not need to use SCALE parameter (since default = 1.0) or use it with a value = 1.0 if your spectral data is not normalized in terms of any factor say g's
Thank you so much,this error/warning im not able to remove within this
Please check the Soil Type parameter used in Response Spectrum Loading (1 for rocky/hard; 2 for medium & 3 for soft) and the one used in Seismic Definition (SS parameter 1 for hard; 2 for medium & 3 for soft). There is possibly a mismatch between these two and program is letting you know about this fact. To remove this warning try using same values for SS in Seismic Definition and Soil Type in Response Spectrum Load Case
Resolved Thank you so much .my last question in this project is The drift factor value is .004*height.But in my case gf is having height 4.5m and rest is 3.5 m which height shall I use for drift value check?
Thank you so much it is resolved.One more issue in this.In storey srift factor Storey height of GF is 4m and rest floors is 3.2m.In .004*height which height is to be taken?