Hi. I am getting this when i run my model.. ERROR: ABOVE LINE CONTAINS ERRONEOUS DATA. DATA CHECK MODE IS ENTERED. How do i fix this?
here's my input run:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 24-Oct-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 -1.425; 3 0 0 -5.9; 4 0 0 -8.95; 5 0 0 -13.05; 6 3.6 0 0;
7 3.6 0 -1.425; 8 3.6 0 -5.9; 9 3.6 0 -8.95; 10 3.6 0 -13.05; 11 3.6 0 -15.35;
12 7 0 -13.05; 13 7 0 -15.35; 14 12 0 -13.05; 15 12 0 -15.35; 16 4.5 0 -5.9;
17 4.5 0 -8.95; 18 4.5 0 -13.05; 19 10.65 0 -13.05; 20 7 0 0; 21 7 0 -1.425;
22 7 0 -2.425; 23 12 0 -2.425; 24 0 -3 0; 25 0 -3 -1.425; 26 0 -3 -5.9;
27 0 -3 -8.95; 28 0 -3 -13.05; 30 3.6 -3 -5.9; 31 3.6 -3 -8.95;
32 3.6 -3 -13.05; 33 3.6 -3 -15.35; 34 7 -3 -15.35; 35 12 -3 -13.05;
36 12 -3 -15.35; 37 7 -3 0; 39 0 3 -1.425; 40 0 3 -5.9; 44 3.6 3 -1.425;
45 3.6 3 -5.9; 46 3.6 3 -8.95; 47 3.6 3 -13.05; 48 3.6 3 -15.35; 49 7 3 -13.05;
51 12 3 -13.05; 52 12 3 -15.35; 58 7 3 -1.425; 59 7 3 -2.425; 61 10.7 3 -13.05;
62 10.7 3 -2.425; 63 7 3 -15.35; 64 10.7 0 -2.425; 65 7 3 -5.9; 66 7 3 -8.95;
69 10.7 3 -5.9; 70 10.7 3 -8.95; 73 7 0 -5.9; 75 3.6 0 -2.225;
76 3.6 -3 -2.225; 77 3.6 3 -2.225;
MEMBER INCIDENCES
1 1 2; 2 2 3; 4 4 5; 6 2 7; 7 3 8; 8 4 9; 9 5 10; 10 6 7; 11 7 8; 12 8 9;
13 9 10; 14 10 11; 16 11 13; 17 12 13; 19 13 15; 20 14 15; 21 8 16; 22 9 17;
23 10 18; 24 14 19; 26 7 21; 27 20 21; 28 21 22; 29 22 64; 30 1 24; 31 2 25;
32 3 26; 33 4 27; 34 5 28; 36 8 30; 37 9 31; 38 10 32; 39 11 33; 40 13 34;
41 14 35; 42 15 36; 43 20 37; 45 39 40; 48 39 44; 49 40 45; 53 44 77; 54 45 46;
55 46 47; 56 47 48; 57 48 63; 60 51 52; 65 44 58; 67 58 59; 68 59 62; 69 49 66;
70 47 51; 73 61 70; 74 14 51; 75 15 52; 76 10 47; 77 11 48; 78 63 52; 79 13 63;
80 8 45; 81 9 46; 83 64 23; 84 62 64; 85 2 39; 86 3 40; 88 65 59; 90 66 65;
94 69 62; 95 70 69; 102 22 73; 103 16 73; 107 75 76; 110 77 45; 111 75 77;
ELEMENT INCIDENCES SHELL
96 11 13 12 10; 97 13 15 14 12; 98 5 10 9 4; 99 3 8 7 2; 100 2 7 6 1;
101 7 21 20 6; 104 8 73 21 7;
ELEMENT PROPERTY
96 TO 101 104 THICKNESS 0.15
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
33 34 37 TO 42 74 TO 77 79 81 PRIS YD 0.4 ZD 0.2
1 2 4 6 TO 14 16 17 19 TO 24 26 TO 29 45 48 49 53 TO 57 60 65 67 TO 70 73 -
78 83 88 90 94 95 102 103 110 PRIS YD 0.4 ZD 0.2
MEMBER PROPERTY AMERICAN
30 TO 32 36 43 80 85 86 107 111 PRIS YD 0.45 ZD 0.25
84 PRIS YD 0.3 ZD 0.15
CONSTANTS
BETA 0 MEMB 11
MATERIAL CONCRETE ALL
SUPPORTS
12 16 TO 19 22 TO 28 30 TO 37 49 59 61 65 66 69 70 73 76 FIXED
DEFINE UBC LOAD
ZONE 4 I 1 RWX 8.5 RWZ 8.5 STYP 4 NA 1.2 NV 1.6
SELFWEIGHT 1
JOINT WEIGHT
45 TO 48 77 WEIGHT 15.6
51 52 62 69 70 WEIGHT 15.2
MEMBER WEIGHT
1 2 4 6 TO 9 12 TO 14 16 19 20 24 26 TO 29 83 UNI 4.5
ELEMENT WEIGHT
LOAD 1 LOADTYPE None TITLE SEISMIC X
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE None TITLE SEISMIC -X
UBC LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE None TITLE SEISMIC Z
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE None TITLE SEISMIC -Z
UBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE None TITLE DEADLOAD
SELFWEIGHT Y -1
JOINT LOAD
45 TO 48 77 FY -15.6
51 52 62 69 70 FY -15.2
MEMBER LOAD
1 2 4 6 TO 9 11 TO 14 16 19 20 24 26 TO 29 83 UNI GY -4.5
ELEMENT LOAD
96 TO 101 104 PR GY -3.6
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE None TITLE LIVELOAD
JOINT LOAD
44 TO 48 FY -27.3
51 52 62 69 70 FY -27.4
ELEMENT LOAD
96 TO 101 104 PR GY -2
PERFORM ANALYSIS
CHANGE
*LOAD 5 LOADTYPE None TITLE WINDLOAD X
*MEMBER LOAD
*32 33 36 37 80 81 86 UNI GX 4.7
*31 85 UNI GX 3.7
*30 43 UNI GX 1
*34 38 76 UNI GX 2.56
*41 74 UNI GX 1.5
*LOAD 6 LOADTYPE None TITLE WINDLOAD Z
*MEMBER LOAD
*30 43 UNI GZ 4.35
*40 79 UNI GZ 5.25
*41 42 74 75 UNI GZ 3
*38 39 76 77 UNI GZ 2
LOAD COMB 101 1.4D
5 1.4
LOAD COMB 102 1.2D+1.6L
5 1.2 6 1.6
LOAD COMB 103 1.2D+1.0E(+X)
5 1.2 1 1.0
LOAD COMB 104 1.2D+1.0E(-X)
5 1.2 2 1.0
LOAD COMB 105 1.2D+1.0E(+Z)
5 1.2 3 1.0
LOAD COMB 106 1.2D+1.0E(-Z)
5 1.2 4 1.0
LOAD COMB 201 D
5 1.0
LOAD COMB 202 D+L
1 1.0 2 1.0
LOAD COMB 203 D+E(+X)/1.4+E(+Z)/1.4
5 1.0 1 0.714286 3 0.714286
LOAD COMB 204 D+E(+X)/1.4+E(-Z)/1.4
5 1.0 1 0.714286 4 0.714286
LOAD COMB 205 D+E(-X)/1.4+E(+Z)/1.4
5 1.0 2 0.714286 3 0.714286
LOAD COMB 206 D+E(-X)/1.4+E(-Z)/1.4
5 1.0 2 0.714286 4 0.714286
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
FC 27579.2 ALL
FYMAIN 276000 ALL
FYSEC 276000 ALL
MAXMAIN 20 ALL
MINMAIN 16 ALL
MINSEC 10 ALL
TRACK 0 ALL
DESIGN ELEMENT 96 TO 101 104
DESIGN COLUMN 30 TO 34 36 TO 43 74 TO 77 79 TO 81 84 TO 86 107 111
DESIGN BEAM 1 2 4 6 TO 14 16 17 19 TO 24 26 TO 29 45 48 49 53 TO 57 60 65 -
67 TO 70 73 78 83 88 90 94 95 102 103 110
END CONCRETE DESIGN
FINISH