Hello everyone,
I am getting problems in understanding the design results of Shear-wall of my model can anyone help me with it .
Actually, I want to calculate the total amount of steel used in and concrete used in Shear wall.
thank you!
Staad file is also attached here.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Jun-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4 0 0; 3 8 0 0; 4 12 0 0; 5 0 0 4; 6 4 0 4; 7 8 0 4; 8 12 0 4;
9 0 0 8; 10 4 0 8; 11 8 0 8; 12 12 0 8; 13 0 0 12; 14 4 0 12; 15 8 0 12;
16 12 0 12; 17 0 3 0; 18 4 3 0; 19 8 3 0; 20 12 3 0; 21 0 3 4; 22 4 3 4;
23 8 3 4; 24 12 3 4; 25 0 3 8; 26 4 3 8; 27 8 3 8; 28 12 3 8; 29 0 3 12;
30 4 3 12; 31 8 3 12; 32 12 3 12; 33 0 6 0; 34 4 6 0; 35 8 6 0; 36 12 6 0;
37 0 6 4; 38 4 6 4; 39 8 6 4; 40 12 6 4; 41 0 6 8; 42 4 6 8; 43 8 6 8;
44 12 6 8; 45 0 6 12; 46 4 6 12; 47 8 6 12; 48 12 6 12; 49 0 9 0; 50 4 9 0;
51 8 9 0; 52 12 9 0; 53 0 9 4; 54 4 9 4; 55 8 9 4; 56 12 9 4; 57 0 9 8;
58 4 9 8; 59 8 9 8; 60 12 9 8; 61 0 9 12; 62 4 9 12; 63 8 9 12; 64 12 9 12;
65 0 12 0; 66 4 12 0; 67 8 12 0; 68 12 12 0; 69 0 12 4; 70 4 12 4; 71 8 12 4;
72 12 12 4; 73 0 12 8; 74 4 12 8; 75 8 12 8; 76 12 12 8; 77 0 12 12;
78 4 12 12; 79 8 12 12; 80 12 12 12; 81 0 15 0; 82 4 15 0; 83 8 15 0;
84 12 15 0; 85 0 15 4; 86 4 15 4; 87 8 15 4; 88 12 15 4; 89 0 15 8; 90 4 15 8;
91 8 15 8; 92 12 15 8; 93 0 15 12; 94 4 15 12; 95 8 15 12; 96 12 15 12;
97 0 18 0; 98 4 18 0; 99 8 18 0; 100 12 18 0; 101 0 18 4; 102 4 18 4;
103 8 18 4; 104 12 18 4; 105 0 18 8; 106 4 18 8; 107 8 18 8; 108 12 18 8;
109 0 18 12; 110 4 18 12; 111 8 18 12; 112 12 18 12; 113 0 21 0; 114 4 21 0;
115 8 21 0; 116 12 21 0; 117 0 21 4; 118 4 21 4; 119 8 21 4; 120 12 21 4;
121 0 21 8; 122 4 21 8; 123 8 21 8; 124 12 21 8; 125 0 21 12; 126 4 21 12;
127 8 21 12; 128 12 21 12;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 1 5; 5 2 6; 6 3 7; 7 4 8; 8 5 6; 9 6 7; 10 7 8; 11 5 9;
12 6 10; 13 7 11; 14 8 12; 15 9 10; 16 10 11; 17 11 12; 18 9 13; 19 10 14;
20 11 15; 21 12 16; 22 13 14; 23 14 15; 24 15 16; 25 1 17; 26 2 18; 27 3 19;
28 4 20; 29 5 21; 30 6 22; 31 7 23; 32 8 24; 33 9 25; 34 10 26; 35 11 27;
36 12 28; 37 13 29; 38 14 30; 39 15 31; 40 16 32; 41 17 18; 42 18 19; 43 19 20;
44 17 21; 45 18 22; 46 19 23; 47 20 24; 48 21 22; 49 22 23; 50 23 24; 51 21 25;
52 22 26; 53 23 27; 54 24 28; 55 25 26; 56 26 27; 57 27 28; 58 25 29; 59 26 30;
60 27 31; 61 28 32; 62 29 30; 63 30 31; 64 31 32; 65 17 33; 66 18 34; 67 19 35;
68 20 36; 69 21 37; 70 22 38; 71 23 39; 72 24 40; 73 25 41; 74 26 42; 75 27 43;
76 28 44; 77 29 45; 78 30 46; 79 31 47; 80 32 48; 81 33 34; 82 34 35; 83 35 36;
84 33 37; 85 34 38; 86 35 39; 87 36 40; 88 37 38; 89 38 39; 90 39 40; 91 37 41;
92 38 42; 93 39 43; 94 40 44; 95 41 42; 96 42 43; 97 43 44; 98 41 45; 99 42 46;
100 43 47; 101 44 48; 102 45 46; 103 46 47; 104 47 48; 105 33 49; 106 34 50;
107 35 51; 108 36 52; 109 37 53; 110 38 54; 111 39 55; 112 40 56; 113 41 57;
114 42 58; 115 43 59; 116 44 60; 117 45 61; 118 46 62; 119 47 63; 120 48 64;
121 49 50; 122 50 51; 123 51 52; 124 49 53; 125 50 54; 126 51 55; 127 52 56;
128 53 54; 129 54 55; 130 55 56; 131 53 57; 132 54 58; 133 55 59; 134 56 60;
135 57 58; 136 58 59; 137 59 60; 138 57 61; 139 58 62; 140 59 63; 141 60 64;
142 61 62; 143 62 63; 144 63 64; 145 49 65; 146 50 66; 147 51 67; 148 52 68;
149 53 69; 150 54 70; 151 55 71; 152 56 72; 153 57 73; 154 58 74; 155 59 75;
156 60 76; 157 61 77; 158 62 78; 159 63 79; 160 64 80; 161 65 66; 162 66 67;
163 67 68; 164 65 69; 165 66 70; 166 67 71; 167 68 72; 168 69 70; 169 70 71;
170 71 72; 171 69 73; 172 70 74; 173 71 75; 174 72 76; 175 73 74; 176 74 75;
177 75 76; 178 73 77; 179 74 78; 180 75 79; 181 76 80; 182 77 78; 183 78 79;
184 79 80; 185 65 81; 186 66 82; 187 67 83; 188 68 84; 189 69 85; 190 70 86;
191 71 87; 192 72 88; 193 73 89; 194 74 90; 195 75 91; 196 76 92; 197 77 93;
198 78 94; 199 79 95; 200 80 96; 201 81 82; 202 82 83; 203 83 84; 204 81 85;
205 82 86; 206 83 87; 207 84 88; 208 85 86; 209 86 87; 210 87 88; 211 85 89;
212 86 90; 213 87 91; 214 88 92; 215 89 90; 216 90 91; 217 91 92; 218 89 93;
219 90 94; 220 91 95; 221 92 96; 222 93 94; 223 94 95; 224 95 96; 225 81 97;
226 82 98; 227 83 99; 228 84 100; 229 85 101; 230 86 102; 231 87 103;
232 88 104; 233 89 105; 234 90 106; 235 91 107; 236 92 108; 237 93 109;
238 94 110; 239 95 111; 240 96 112; 241 97 98; 242 98 99; 243 99 100;
244 97 101; 245 98 102; 246 99 103; 247 100 104; 248 101 102; 249 102 103;
250 103 104; 251 101 105; 252 102 106; 253 103 107; 254 104 108; 255 105 106;
256 106 107; 257 107 108; 258 105 109; 259 106 110; 260 107 111; 261 108 112;
262 109 110; 263 110 111; 264 111 112; 265 97 113; 266 98 114; 267 99 115;
268 100 116; 269 101 117; 270 102 118; 271 103 119; 272 104 120; 273 105 121;
274 106 122; 275 107 123; 276 108 124; 277 109 125; 278 110 126; 279 111 127;
280 112 128; 281 113 114; 282 114 115; 283 115 116; 284 113 117; 285 114 118;
286 115 119; 287 116 120; 288 117 118; 289 118 119; 290 119 120; 291 117 121;
292 118 122; 293 119 123; 294 120 124; 295 121 122; 296 122 123; 297 123 124;
298 121 125; 299 122 126; 300 123 127; 301 124 128; 302 125 126; 303 126 127;
304 127 128;
SURFACE INCIDENCE
117 121 105 101 SURFACE 1
101 105 89 85 SURFACE 2
85 69 73 89 SURFACE 3
69 73 57 53 SURFACE 4
53 57 41 37 SURFACE 5
37 41 25 21 SURFACE 6
21 25 9 5 SURFACE 7
124 120 104 108 SURFACE 8
108 92 88 104 SURFACE 9
92 88 72 76 SURFACE 10
76 60 56 72 SURFACE 11
60 56 40 44 SURFACE 12
44 40 24 28 SURFACE 13
28 12 8 24 SURFACE 14
126 127 111 110 SURFACE 15
110 94 95 111 SURFACE 16
94 95 79 78 SURFACE 17
78 79 63 62 SURFACE 18
62 63 47 46 SURFACE 19
46 47 31 30 SURFACE 20
30 14 15 31 SURFACE 21
115 114 98 99 SURFACE 22
99 98 82 83 SURFACE 23
83 82 66 67 SURFACE 24
67 66 50 51 SURFACE 25
51 50 34 35 SURFACE 26
35 34 18 19 SURFACE 27
19 18 2 3 SURFACE 28
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
SURFACE PROPERTY
1 TO 28 THICKNESS 0.2
SURFACE CONSTANTS
MATERIAL CONCRETE LIST 1 TO 28
MEMBER PROPERTY AMERICAN
1 TO 24 41 TO 64 81 TO 104 121 TO 144 161 TO 184 201 TO 224 241 TO 264 281 -
282 TO 304 PRIS YD 0.45 ZD 0.3
25 TO 40 65 TO 80 105 TO 120 145 TO 160 185 TO 200 225 TO 240 265 TO 279 -
280 PRIS YD 0.45 ZD 0.45
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 304
SUPPORTS
1 TO 16 FIXED
DEFINE 1893 LOAD
ZONE 0.16 RF 5 I 1 SS 2 ST 1 DM 5
SELFWEIGHT 1
FLOOR WEIGHT
YRANGE 0 21 FLOAD 3.75 XRANGE 0 12 ZRANGE 0 12
YRANGE 0 21 FLOAD 0.75 XRANGE 0 12 ZRANGE 0 12
LOAD 1 LOADTYPE Seismic TITLE EQ+X
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE EQ-X
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic TITLE EQ+Z
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic TITLE EQ-Z
1893 LOAD Z -1
LOAD 5 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 304
FLOOR LOAD
YRANGE 0 21 FLOAD -3.75 XRANGE 0 12 ZRANGE 0 12 GY
LOAD 6 LOADTYPE Live REDUCIBLE TITLE LL
FLOOR LOAD
YRANGE 0 21 FLOAD -3 XRANGE 0 12 ZRANGE 0 12 GY
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
5 1.5 6 1.5
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
5 1.2 6 1.2 1 1.2
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
5 1.2 6 1.2 2 1.2
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
5 1.2 6 1.2 3 1.2
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
5 1.2 6 1.2 4 1.2
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
5 1.2 6 1.2 1 -1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
5 1.2 6 1.2 2 -1.2
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
5 1.2 6 1.2 3 -1.2
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
5 1.2 6 1.2 4 -1.2
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
5 1.5 1 1.5
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
5 1.5 2 1.5
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
5 1.5 3 1.5
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
5 1.5 4 1.5
LOAD COMB 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 16
5 1.5 1 -1.5
LOAD COMB 21 GENERATED INDIAN CODE GENRAL_STRUCTURES 17
5 1.5 2 -1.5
LOAD COMB 22 GENERATED INDIAN CODE GENRAL_STRUCTURES 18
5 1.5 3 -1.5
LOAD COMB 23 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
5 1.5 4 -1.5
LOAD COMB 24 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
5 0.9 1 1.5
LOAD COMB 25 GENERATED INDIAN CODE GENRAL_STRUCTURES 21
5 0.9 2 1.5
LOAD COMB 26 GENERATED INDIAN CODE GENRAL_STRUCTURES 22
5 0.9 3 1.5
LOAD COMB 27 GENERATED INDIAN CODE GENRAL_STRUCTURES 23
5 0.9 4 1.5
LOAD COMB 28 GENERATED INDIAN CODE GENRAL_STRUCTURES 24
5 0.9 1 -1.5
LOAD COMB 29 GENERATED INDIAN CODE GENRAL_STRUCTURES 25
5 0.9 2 -1.5
LOAD COMB 30 GENERATED INDIAN CODE GENRAL_STRUCTURES 26
5 0.9 3 -1.5
LOAD COMB 31 GENERATED INDIAN CODE GENRAL_STRUCTURES 27
5 0.9 4 -1.5
PERFORM ANALYSIS
START PANEL DEFINITION
SURFACE 1 PANEL 1 WALL 0 21 4 0 21 8 0 18 8 0 18 4
SURFACE 2 PANEL 1 WALL 0 18 4 0 18 8 0 15 8 0 15 4
SURFACE 3 PANEL 1 WALL 0 15 4 0 15 8 0 12 8 0 12 4
SURFACE 4 PANEL 1 WALL 0 12 4 0 12 8 0 9 8 0 9 4
SURFACE 5 PANEL 1 WALL 0 9 4 0 9 8 0 6 8 0 6 4
SURFACE 6 PANEL 1 WALL 0 6 4 0 6 8 0 3 8 0 3 4
SURFACE 7 PANEL 1 WALL 0 3 4 0 3 8 0 0 8 0 0 4
SURFACE 8 PANEL 1 WALL 12 21 4 12 21 8 12 18 8 12 18 4
SURFACE 9 PANEL 1 WALL 12 18 4 12 18 8 12 15 8 12 15 4
SURFACE 10 PANEL 1 WALL 12 15 4 12 15 8 12 12 8 12 12 4
SURFACE 11 PANEL 1 WALL 12 12 4 12 12 8 12 9 8 12 9 4
SURFACE 12 PANEL 1 WALL 12 9 4 12 9 8 12 6 8 12 6 4
SURFACE 13 PANEL 1 WALL 12 6 4 12 6 8 12 3 8 12 3 4
SURFACE 14 PANEL 1 WALL 12 3 4 12 3 8 12 0 8 12 0 4
SURFACE 15 PANEL 1 WALL 4 21 12 8 21 12 8 18 12 4 18 12
SURFACE 16 PANEL 1 WALL 4 18 12 8 18 12 8 15 12 4 15 12
SURFACE 17 PANEL 1 WALL 4 15 12 8 15 12 8 12 12 4 12 12
SURFACE 18 PANEL 1 WALL 4 12 12 8 12 12 8 9 12 4 9 12
SURFACE 19 PANEL 1 WALL 4 9 12 8 9 12 8 6 12 4 6 12
SURFACE 20 PANEL 1 WALL 4 6 12 8 6 12 8 3 12 4 3 12
SURFACE 21 PANEL 1 WALL 4 3 12 8 3 12 8 0 12 4 0 12
SURFACE 22 PANEL 1 WALL 4 21 0 8 21 0 8 18 0 4 18 0
SURFACE 23 PANEL 1 WALL 4 18 0 8 18 0 8 15 0 4 15 0
SURFACE 24 PANEL 1 WALL 4 15 0 8 15 0 8 12 0 4 12 0
SURFACE 25 PANEL 1 WALL 4 12 0 8 12 0 8 9 0 4 9 0
SURFACE 26 PANEL 1 WALL 4 9 0 8 9 0 8 6 0 4 6 0
SURFACE 27 PANEL 1 WALL 4 6 0 8 6 0 8 3 0 4 3 0
SURFACE 28 PANEL 1 WALL 4 3 0 8 3 0 8 0 0 4 0 0
END PANEL DEFINITION
START SHEARWALL DESIGN
CODE INDIAN
FC 25000 LIST 1 TO 28
FYMAIN 415000 LIST 1 TO 28
DESIGN SHEARWALL LIST 1 TO 28
END SHEARWALL DESIGN
START CONCRETE DESIGN
CODE INDIAN
FC 25000 MEMB 1 TO 304
FYMAIN 415000 MEMB 1 TO 304
DESIGN BEAM 1 TO 24 41 TO 64 81 TO 104 121 TO 144 161 TO 184 201 TO 224 241 -
242 TO 264 281 TO 304
DESIGN COLUMN 25 TO 40 65 TO 80 105 TO 120 145 TO 160 185 TO 200 225 TO 240 -
265 TO 280
CONCRETE TAKE
END CONCRETE DESIGN
FINISH