STAAD SPACE DXF IMPORT OF JDJ.DXF
START JOB INFORMATION
ENGINEER DATE 21-Feb-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 -1522.19 0 15631.1; 2 -1522.19 0 15633.5; 3 -1522.19 0 15638.2;
4 -1522.19 0 15641.9; 5 -1522.19 0 15644.4; 6 -1522.19 0.765491 15633.5;
7 -1522.19 0.765491 15638.2; 8 -1522.19 2.0618 15633.5;
9 -1522.19 2.0618 15638.2; 10 -1522.19 3 15631.1; 11 -1522.19 3 15632;
12 -1522.19 3 15633.5; 13 -1522.19 3 15638.2; 14 -1522.19 3 15641.9;
15 -1522.19 3 15644.4; 16 -1522.19 3.76549 15633.5;
17 -1522.19 3.76549 15638.2; 18 -1522.19 5.0618 15633.5;
19 -1522.19 5.0618 15638.2; 20 -1522.19 6 15631.1; 21 -1522.19 6 15632;
22 -1522.19 6 15633.5; 23 -1522.19 6 15638.2; 24 -1522.19 6 15641.9;
25 -1522.19 6 15644.4; 26 -1522.19 9 15631.1; 27 -1522.19 9 15632;
28 -1522.19 9 15633.5; 29 -1522.19 9 15638.2; 30 -1520.74 0 15641.9;
31 -1520.74 0 15644.4; 32 -1520.74 0 15646.9; 33 -1520.74 3 15641.9;
34 -1520.74 3 15644.4; 35 -1520.74 3 15646.9; 36 -1520.74 6 15641.9;
37 -1520.74 6 15644.4; 38 -1520.07 0 15631.1; 39 -1520.07 0 15633.5;
40 -1520.07 0 15638.2; 41 -1520.07 3 15631.1; 42 -1520.07 3 15632;
43 -1520.07 3 15633.5; 44 -1520.07 3 15638.2; 45 -1520.07 6 15631.1;
46 -1520.07 6 15632; 47 -1520.07 6 15633.5; 48 -1520.07 6 15635.4;
49 -1520.07 6 15636.1; 50 -1520.07 6 15638.2; 51 -1520.07 9 15631.1;
52 -1520.07 9 15632; 53 -1520.07 9 15633.5; 54 -1520.07 9 15635.4;
55 -1520.07 9 15636.9; 56 -1520.07 9 15638.2; 57 -1519.08 6 15636.1;
58 -1519.08 6 15638.2; 59 -1518.79 6 15633.5; 60 -1518.79 6 15635.4;
61 -1518.19 3 15638.2; 62 -1518.19 3 15641.9; 63 -1518.19 6 15638.2;
64 -1518.19 6 15641.9; 65 -1517.39 0 15631.1; 66 -1517.39 0 15633.5;
67 -1517.39 0 15638.2; 68 -1517.39 0 15641.9; 69 -1517.39 0 15644.4;
70 -1517.39 0 15646.9; 71 -1517.39 3 15631.1; 72 -1517.39 3 15633.5;
73 -1517.39 3 15638.2; 74 -1517.39 3 15641.9; 75 -1517.39 3 15644.4;
76 -1517.39 3 15646.9; 77 -1517.39 6 15631.1; 78 -1517.39 6 15633.5;
79 -1517.39 6 15635.4; 80 -1517.39 6 15636.1; 81 -1517.39 6 15638.2;
82 -1517.39 6 15641.9; 83 -1517.39 9 15631.1; 84 -1517.39 9 15633.5;
85 -1517.39 9 15635.4; 86 -1517.39 9 15636.9; 87 -1517.39 9 15638.2;
MEMBER INCIDENCES
1 59 60; 3 55 86; 5 27 52; 7 51 83; 9 28 53; 10 53 84; 12 29 56; 13 57 58;
14 21 46; 16 45 77; 17 22 47; 18 47 78; 21 63 64; 23 24 36; 25 25 37; 28 11 42;
29 10 11; 30 71 41; 31 72 71; 32 43 42; 34 13 12; 35 73 72; 36 44 43; 37 14 13;
38 73 61; 39 62 61; 40 34 33; 41 75 74; 42 74 62; 43 15 34; 44 34 35; 45 35 76;
46 76 75; 47 75 34; 48 15 14; 49 70 76; 50 32 35; 51 31 34; 52 69 75; 53 68 74;
54 4 14; 55 30 33; 56 5 15; 57 3 7; 58 67 73; 59 40 44; 60 66 72; 61 39 43;
62 2 6; 63 1 10; 64 65 71; 65 34 37; 66 74 82; 67 14 24; 68 33 36; 69 15 25;
70 13 17; 71 73 81; 72 44 50; 73 72 78; 74 43 47; 75 12 16; 76 10 20; 77 71 77;
78 20 26; 79 77 83; 80 81 87; 81 78 84; 82 50 56; 83 23 29; 84 22 28; 85 47 53;
86 38 41; 87 41 45; 88 45 51; 89 6 7; 90 8 9; 91 16 17; 92 18 19; 93 54 85;
95 83 84; 99 26 27; 100 27 28; 101 28 29; 102 20 21; 103 21 22; 104 22 23;
105 24 23; 106 24 25; 107 45 46; 108 46 47; 109 47 48; 110 48 49; 111 49 50;
112 81 63; 113 63 58; 114 58 50; 115 50 23; 116 77 78; 117 78 79; 118 79 80;
119 80 81; 120 37 36; 121 64 82; 122 36 64; 123 60 79; 124 48 60; 125 57 80;
126 49 57; 129 11 12; 130 42 41; 131 9 13; 132 7 9; 133 8 12; 134 6 8;
135 19 23; 136 17 19; 137 18 22; 138 16 18; 139 12 43; 140 43 72; 141 13 44;
142 44 61; 143 14 33; 144 33 62; 146 51 52; 149 84 85; 150 53 54; 151 56 87;
152 52 53; 153 86 87; 154 85 86; 155 55 56; 156 54 55;
START GROUP DEFINITION
MEMBER
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
1 3 5 7 9 10 12 TO 14 16 21 23 25 28 TO 32 34 35 37 39 TO 58 60 62 TO 71 73 -
75 TO 81 83 84 86 TO 93 95 99 TO 108 116 TO 126 129 TO 138 143 144 146 151 -
152 PRIS YD 0.4 ZD 0.2
17 18 36 38 109 TO 115 139 TO 142 149 150 153 TO 156 PRIS YD 0.45 ZD 0.2
59 61 72 74 82 85 PRIS YD 0.5 ZD 0.2
SUPPORTS
1 TO 5 30 TO 32 38 TO 40 65 TO 70 FIXED
DEFINE UBC ACCIDENTAL LOAD
ZONE 0.075 I 1 RWX 9 RWZ 9 CT 0.32 PX 0.2 PZ 0.2 S 3
FLOOR WEIGHT
YRANGE 0 9 FLOAD 12 XRANGE 0 9 ZRANGE 0 9
YRANGE 9 15 FLOAD 10
YRANGE 0 9 FLOAD 2
LOAD 1 LOADTYPE Seismic  TITLE LOAD CASE 1 +X
UBC LOAD X 1
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE LOAD CASE 2 +Z
UBC LOAD Z 1
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 3 LOADTYPE Dead  TITLE LOAD CASE 3 DL
FLOOR LOAD
YRANGE 0 9 FLOAD -20 GY
SELFWEIGHT Y -1 LIST 1 3 5 7 9 10 12 TO 14 16 TO 18 21 23 25 28 TO 32 -
34 TO 93 95 99 TO 126 129 TO 144 146 149 TO 156
AREA LOAD
1 3 5 7 9 10 12 TO 14 16 TO 18 21 23 25 28 TO 32 34 TO 93 95 99 TO 126 129 -
130 TO 144 146 149 TO 156 ALOAD -2 GY
LOAD 4 LOADTYPE Live  TITLE LOAD CASE 4 LL
FLOOR LOAD
YRANGE 0 9 FLOAD -12 GY
LOAD 5 LOADTYPE Dead  TITLE LOAD CASE 5 BEAM LOADS
MEMBER LOAD
7 10 UNI GY -23.19
95 146 152 UNI GY -21.16
89 TO 92 UNI GY -36.5
LOAD 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
REPEAT LOAD
3 1.5 5 1.5 4 1.5 
LOAD 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
REPEAT LOAD
3 1.2 5 1.2 4 1.2 
LOAD 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
REPEAT LOAD
3 1.2 5 1.2 4 1.2 1 1.2 
LOAD 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
REPEAT LOAD
3 1.2 5 1.2 4 1.2 2 1.2 
LOAD 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
REPEAT LOAD
3 1.2 5 1.2 4 1.2 1 -1.2 
LOAD 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
REPEAT LOAD
3 1.2 5 1.2 4 1.2 2 -1.2 
LOAD 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
REPEAT LOAD
3 1.5 5 1.5 
LOAD 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
REPEAT LOAD
3 1.5 5 1.5 1 1.5 
LOAD 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
REPEAT LOAD
3 1.5 5 1.5 2 1.5 
LOAD 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
REPEAT LOAD
3 1.5 5 1.5 1 -1.5 
LOAD 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
REPEAT LOAD
3 1.5 5 1.5 2 -1.5 
LOAD 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
REPEAT LOAD
3 0.9 5 0.9 1 1.5 
LOAD 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
REPEAT LOAD
3 0.9 5 0.9 2 1.5 
LOAD 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
REPEAT LOAD
3 0.9 5 0.9 1 -1.5 
LOAD 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
REPEAT LOAD
3 0.9 5 0.9 2 -1.5 
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
CLB 0.03 ALL
CLS 0.03 ALL
CLT 0.03 ALL
FC 27579.2 ALL
FYMAIN 413688 ALL
FYSEC 413688 ALL
MINMAIN 16 ALL
MINSEC 10 ALL
MMAG 1 ALL
REINF 0 ALL
TRACK 1 ALL
DESIGN BEAM 1 3 5 7 9 10 12 TO 14 16 TO 18 21 23 25 28 TO 32 34 TO 48 -
89 TO 93 95 99 TO 126 129 130 139 TO 144 146 149 TO 156
DESIGN COLUMN 49 TO 88 131 TO 138
END CONCRETE DESIGN
FINISH
