STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 29-Mar-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 5 0 0; 2 10 0 0; 3 15 0 0; 4 15 0 6.77; 5 0.72 0 0; 6 19.96 0 0; 7 5 0 6.77;
8 10 0 6.77; 9 0.72 0 6.77; 10 19.96 0 6.77; 11 5 2.7 0; 12 10 2.7 0;
13 15 2.7 0; 14 15 2.7 6.77; 15 0.72 2.7 0; 16 19.96 2.7 0; 17 5 2.7 6.77;
18 10 2.7 6.77; 19 0.72 2.7 6.77; 20 19.96 2.7 6.77; 21 5 -3.65 0;
22 10 -3.65 0; 23 15 -3.65 0; 24 15 -3.65 6.77; 26 19.96 -3.65 0;
27 5 -3.65 6.77; 28 10 -3.65 6.77; 30 19.96 -3.65 6.77; 31 15 0 5.02;
32 5 0 5.02; 33 10 0 5.02; 34 0.72 0 5.02; 35 19.96 0 5.02; 36 18.11 0 0;
37 18.11 0 6.77; 38 18.11 0 5.02; 39 11.85 0 0; 40 11.85 0 6.77;
41 11.85 0 5.02; 42 8.15 0 0; 43 8.15 0 6.77; 44 8.15 0 5.02; 45 3.96 0 0;
46 3.96 0 6.77; 47 3.96 0 5.02; 48 15 0 3.82; 49 5 0 3.82; 50 10 0 3.82;
51 0.72 0 3.82; 52 19.96 0 3.82; 53 18.11 0 3.82; 54 11.85 0 3.82;
55 8.15 0 3.82; 56 3.96 0 3.82; 57 0.72 0 1.52; 58 0.72 2.7 1.52;
59 0.72 -3.65 1.52; 60 1.77 0 6.77; 61 1.77 2.7 6.77; 62 1.77 -3.65 6.77;
63 0.72 2.7 3.82; 64 0.72 -3.65 3.82; 65 5 2.7 3.82; 66 10 2.7 3.82;
67 15 2.7 3.82; 68 19.96 2.7 3.82; 69 5 -3.65 3.82; 70 10 -3.65 3.82;
71 15 -3.65 3.82; 72 19.96 -3.65 3.82; 73 5 0 1.52; 74 10 0 1.52; 75 15 0 1.52;
76 19.96 0 1.52; 77 18.11 0 1.52; 78 11.85 0 1.52; 79 8.15 0 1.52;
80 3.96 0 1.52; 81 1.74 0 0; 82 1.74 0 6.77; 83 1.74 0 5.02; 84 1.74 0 3.82;
85 1.74 0 1.52;
MEMBER INCIDENCES
1 1 42; 2 2 39; 3 3 75; 4 1 45; 5 3 36; 6 7 43; 7 8 40; 8 7 46; 9 4 37;
10 5 57; 11 6 76; 12 2 74; 13 1 73; 14 11 12; 15 12 13; 16 13 67; 17 11 15;
18 13 16; 19 17 18; 20 18 14; 21 17 61; 22 14 20; 23 15 58; 24 16 68; 25 12 66;
26 11 65; 28 11 1; 29 12 2; 30 13 3; 31 16 6; 32 20 10; 33 14 4; 34 18 8;
35 17 7; 37 1 21; 38 2 22; 39 3 23; 40 4 24; 42 6 26; 43 7 27; 44 8 28;
46 10 30; 47 31 4; 48 32 7; 49 33 8; 50 34 9; 51 35 10; 52 32 44; 53 33 41;
54 32 47; 55 31 38; 56 36 6; 57 37 10; 58 38 35; 59 36 77; 60 38 37; 61 39 3;
62 40 4; 63 41 31; 64 39 78; 65 41 40; 66 42 2; 67 43 8; 68 44 33; 69 42 79;
70 44 43; 71 45 81; 72 46 60; 73 47 83; 74 45 80; 75 47 46; 76 48 31; 77 49 32;
78 50 33; 79 51 34; 80 52 35; 81 53 38; 82 54 41; 83 55 44; 84 56 47; 85 49 55;
86 50 54; 87 49 56; 88 48 53; 89 53 52; 90 54 48; 91 55 50; 92 56 84; 93 57 51;
94 58 63; 95 58 57; 96 57 59; 97 60 82; 98 61 19; 99 61 60; 100 60 62;
122 63 19; 123 63 51; 124 51 64; 125 65 17; 126 66 18; 127 67 14; 128 68 20;
129 65 49; 130 66 50; 131 67 48; 132 68 52; 133 49 69; 134 50 70; 135 48 71;
136 52 72; 137 73 49; 138 74 50; 139 75 48; 140 76 52; 141 77 53; 142 78 54;
143 79 55; 144 80 56; 145 73 79; 146 74 78; 147 73 80; 148 75 77; 149 77 76;
150 78 75; 151 79 74; 152 80 85; 153 81 5; 154 82 9; 155 83 34; 156 84 51;
157 85 57; 158 81 85; 159 83 82; 160 84 83; 161 85 84;
ELEMENT INCIDENCES SHELL
198 5 81 85 57; 199 81 45 80 85; 200 45 1 73 80; 201 1 42 79 73;
203 2 39 78 74; 204 39 3 75 78; 205 3 36 77 75; 206 36 6 76 77;
209 80 73 49 56; 210 73 79 55 49; 211 79 74 50 55; 214 75 77 53 48;
215 77 76 52 53; 216 51 84 83 34; 217 84 56 47 83; 218 49 55 44 32;
219 55 50 33 44; 220 50 54 41 33; 223 53 52 35 38; 224 34 83 60 9;
225 83 47 46 82; 226 32 44 43 7; 228 41 31 4 40; 229 31 38 37 4;
234 42 2 74 79; 239 57 85 84 51; 240 85 80 56 84; 244 74 78 54 50;
245 78 75 48 54; 251 54 48 31 41; 252 48 53 38 31; 254 34 83 82 9;
ELEMENT PROPERTY
198 TO 201 203 TO 206 209 TO 211 214 TO 220 223 TO 226 228 229 234 239 240 -
244 245 251 252 254 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
28 TO 35 37 TO 40 42 TO 44 46 95 96 99 100 123 124 129 TO 135 -
136 PRIS YD 0.23 ZD 0.3
14 TO 26 94 98 122 125 TO 128 PRIS YD 0.2 ZD 0.2
1 TO 13 47 TO 93 97 137 TO 161 PRIS YD 0.3 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
21 TO 24 26 TO 28 30 59 62 64 69 TO 72 FIXED
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 NA 1 NV 1
SELFWEIGHT 1
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0.71 0.85 1.04 HEIG  4  7  9.8
LOAD 1 LOADTYPE Seismic  TITLE UBC LOAD @ X
UBC LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE UBC LOAD @ Z
UBC LOAD Z 1
LOAD 3 LOADTYPE Wind  TITLE WIND LOAD @ X
WIND LOAD X 1 TYPE 1
LOAD 4 LOADTYPE Wind  TITLE WIND LOAD @ Z
WIND LOAD Z 1 TYPE 1
LOAD 5 LOADTYPE Dead  TITLE DEADLOAD
SELFWEIGHT Y -1 LIST 1 TO 26 28 TO 35 37 TO 40 42 TO 44 46 TO 100 122 TO 161
MEMBER LOAD
2 TO 4 6 TO 9 11 TO 13 47 TO 51 56 57 59 62 64 66 67 69 71 72 76 TO 80 93 -
97 137 TO 140 145 148 150 154 157 158 UNI GY -8.67
60 65 70 73 75 81 TO 88 90 TO 92 141 TO 143 155 156 UNI GY -6.7
FLOOR LOAD
YRANGE 0 0 FLOAD -2.33 XRANGE 0 20  ZRANGE 0 3.82  GY
YRANGE 0 0 FLOAD -2.33 XRANGE 0 3.96  ZRANGE 3.82 6.77  GY
YRANGE 0 0 FLOAD -2.33 XRANGE 5 19.96  ZRANGE 3.82 5.02  GY
YRANGE 0 0 FLOAD -2.33 XRANGE 5 8.15  ZRANGE 5.02 6.77  GY
YRANGE 0 0 FLOAD -2.33 XRANGE 11.85 18.11  ZRANGE 5.02 6.77  GY
MEMBER LOAD
87 UNI GY -13.88
53 58 68 UNI GY -10.48
16 23 TO 26 94 122 125 TO 128 UNI GY -1.023
LOAD 6 LOADTYPE Live  TITLE LIVELOAD
FLOOR LOAD
YRANGE 0 0 FLOAD -1.92 XRANGE 0 20  ZRANGE 0 3.82  GY
YRANGE 0 0 FLOAD -1.92 XRANGE 0 3.96  ZRANGE 3.82 6.77  GY
YRANGE 0 0 FLOAD -1.92 XRANGE 5 19.96  ZRANGE 3.82 5.02  GY
YRANGE 0 0 FLOAD -1.92 XRANGE 5 8.15  ZRANGE 5.02 6.77  GY
YRANGE 0 0 FLOAD -1.92 XRANGE 11.85 18.11  ZRANGE 5.02 6.77  GY
MEMBER LOAD
87 UNI GY -16.66
53 58 68 UNI GY -12.58
LOAD COMB 7 1.4DL
5 1.4 
LOAD COMB 8 1.4DL + 1.7LL
5 1.4 6 1.7 
LOAD COMB 9 DL + LL
5 1.0 6 1.0 
PERFORM ANALYSIS
PRINT PROBLEM STATISTICS
PRINT ELEMENT INFORMATION LIST ALL
PRINT MATERIAL PROPERTIES LIST 1 TO 13 47 TO 93 97 137 TO 161
PDELTA ANALYSIS SMALLDELTA
LOAD LIST ALL
PRINT SUPPORT REACTION LIST 21 TO 24 26 TO 28 30 59 62 64 69 TO 72
PRINT ELEMENT FORCE LIST ALL
PRINT STORY DRIFT
START CONCRETE DESIGN
CODE ACI
FC 27600 ALL
FYMAIN 414000 ALL
FYSEC 275000 ALL
MINMAIN 16 ALL
MINSEC 10 ALL
TRACK 2 ALL
DESIGN BEAM 1 TO 26 47 TO 94 97 98 122 125 TO 128 137 TO 161
DESIGN COLUMN 28 TO 35 37 TO 40 42 TO 44 46 95 96 99 100 123 124 129 TO 136
DESIGN ELEMENT 198 TO 201 203 TO 206 209 TO 211 214 TO 220 223 TO 226 228 -
229 234 239 240 244 245 251 252 254
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
