communities.bentley.com/.../stadium-practice.stdI am having a problem while adding my loads to the seismic parameters. The editor shows errors in Plate Load commands. HELPImage may be NSFW.
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The lines in red color are giving the error.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Apr-18
JOB NAME Project
ENGINEER NAME Samuel
CHECKER NAME Kritika
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.95 0 0; 3 7.85 0 0; 4 11.75 0 0; 5 15.65 0 0; 6 19.6 0 0;
7 0 0 5.9; 8 3.95 0 5.9; 9 7.85 0 5.9; 10 11.75 0 5.9; 11 15.65 0 5.9;
12 19.6 0 5.9; 13 0 0 7.5; 14 3.95 0 7.5; 15 7.85 0 7.5; 16 11.75 0 7.5;
17 15.65 0 7.5; 18 19.6 0 7.5; 19 7.85 0 -4.55; 20 11.75 0 -4.55;
21 7.85 2.8 -4.55; 22 11.75 2.8 -4.55; 23 0 2.8 0; 24 3.95 2.8 0;
25 7.85 2.8 0; 26 11.75 2.8 0; 27 15.65 2.8 0; 28 19.6 2.8 0; 29 0 2.375 5.9;
30 3.95 2.375 5.9; 31 7.85 2.375 5.9; 32 11.75 2.375 5.9; 33 15.65 2.375 5.9;
34 19.6 2.375 5.9; 35 7.85 2.375 7.5; 36 11.75 2.375 7.5; 37 3.95 2.375 7.5;
38 15.65 2.375 7.5; 39 0 7.75 7.5; 40 19.6 7.75 7.5; 41 0 5.075 0;
42 3.95 5.075 0; 43 7.85 5.075 0; 44 11.75 5.075 0; 45 15.65 5.075 0;
46 19.6 5.075 0; 47 0 7.75 0; 48 3.95 7.75 0; 49 7.85 7.75 0; 50 11.75 7.75 0;
51 15.65 7.75 0; 52 19.6 7.75 0; 53 0 -1.5 0; 54 3.95 -1.5 0; 55 7.85 -1.5 0;
56 11.75 -1.5 0; 57 15.65 -1.5 0; 58 19.6 -1.5 0; 59 0 -1.5 5.9;
60 3.95 -1.5 5.9; 61 7.85 -1.5 5.9; 62 11.75 -1.5 5.9; 63 15.65 -1.5 5.9;
64 19.6 -1.5 5.9; 65 0 -1.5 7.5; 66 3.95 -1.5 7.5; 67 7.85 -1.5 7.5;
68 11.75 -1.5 7.5; 69 15.65 -1.5 7.5; 70 19.6 -1.5 7.5; 71 7.85 -1.5 -4.55;
72 11.75 -1.5 -4.55; 73 3.95 7.75 7.5; 74 15.65 7.75 7.5; 75 7.85 2.375 8.55;
76 11.75 2.375 8.55; 77 3.95 2.375 8.55; 78 15.65 2.375 8.55;
MEMBER INCIDENCES
1 53 1; 2 1 23; 3 23 41; 4 41 47; 5 54 2; 6 2 24; 7 24 42; 8 42 48; 9 55 3;
10 3 25; 11 25 43; 12 43 49; 13 56 4; 14 4 26; 15 26 44; 16 44 50; 17 57 5;
18 5 27; 19 27 45; 20 45 51; 21 58 6; 22 6 28; 23 28 46; 24 46 52; 25 59 7;
26 7 29; 27 60 8; 28 8 30; 29 61 9; 30 9 31; 31 62 10; 32 10 32; 33 63 11;
34 11 33; 35 64 12; 36 12 34; 37 65 13; 38 13 39; 39 66 14; 40 14 37; 41 67 15;
42 15 35; 43 68 16; 44 16 36; 45 69 17; 46 17 38; 47 70 18; 48 18 40; 49 71 19;
50 19 21; 51 72 20; 52 20 22; 53 19 20; 54 1 2; 55 2 3; 56 3 4; 57 4 5; 58 5 6;
59 7 8; 60 8 9; 61 9 10; 62 10 11; 63 11 12; 64 13 14; 65 14 15; 66 15 16;
67 16 17; 68 17 18; 69 19 3; 70 20 4; 71 1 7; 72 2 8; 73 3 9; 74 4 10; 75 5 11;
76 6 12; 77 7 13; 78 8 14; 79 9 15; 80 10 16; 81 11 17; 82 12 18; 83 21 22;
84 23 24; 85 24 25; 86 25 26; 87 26 27; 88 27 28; 89 21 25; 90 22 26; 91 29 30;
92 30 31; 93 31 32; 94 32 33; 95 33 34; 96 37 35; 97 35 36; 98 36 38; 99 30 37;
100 31 35; 101 32 36; 102 33 38; 103 37 73; 104 38 74; 105 41 42; 106 42 43;
107 43 44; 108 44 45; 109 45 46; 110 41 29; 111 42 30; 112 43 31; 113 44 32;
114 45 33; 115 46 34; 116 47 48; 117 48 49; 118 49 50; 119 50 51; 120 51 52;
121 39 73; 122 73 74; 123 74 40; 124 47 39; 125 48 73; 126 51 74; 127 52 40;
ELEMENT INCIDENCES SHELL
128 37 77 75 35; 129 75 76 36 35; 130 76 78 38 36; 131 41 42 30 29;
132 42 43 31 30; 133 43 44 32 31; 134 44 45 33 32; 135 45 46 34 33;
136 30 37 35 31; 137 31 32 36 35; 138 32 33 38 36; 139 21 22 26 25;
ELEMENT PROPERTY
128 TO 130 136 TO 138 THICKNESS 0.13
131 TO 135 139 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
53 TO 82 99 TO 102 PRIS YD 0.4 ZD 0.3
1 TO 48 103 104 PRIS YD 0.4 ZD 0.4
49 TO 52 84 TO 88 PRIS YD 0.3 ZD 0.3
91 TO 98 110 TO 115 PRIS YD 0.45 ZD 0.3
83 89 90 PRIS YD 0.3 ZD 0.23
105 TO 109 PRIS YD 0.63 ZD 0.4
116 TO 120 124 TO 127 PRIS YD 0.6 ZD 0.4
121 TO 123 PRIS YD 0.8 ZD 0.4
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
53 TO 72 FIXED
DEFINE 1893 LOAD PART4
ZONE 0.36 RF 5 I 1.5 SS 2 ST 1 DM 0.05 DT 1.5
SELFWEIGHT 1
MEMBER WEIGHT
54 UNI 7.68
55 UNI 13.2 0 1
56 UNI 6
56 59 TO 63 65 TO 67 UNI 10.725
71 TRAP GY 10.4 7.93
73 TRAP GY 11.58 5.36 1.3 5.9
74 75 TRAP GY 11.58 9.32 1.45 3.815
76 LIN Y 10.87 8.39
84 TO 88 UNI 9.95
105 TO 109 UNI 11.33
77 82 99 102 UNI 25.85
116 121 CON 3.32 1.66
120 123 CON 3.32 2.29
122 CON 3.32 3.9
122 CON 3.32 7.8
116 TO 124 127 UNI 2.5
48 TO 51 73 74 CONC 3.32
FLOOR WEIGHT
YRANGE 7.6 7.8 FLOAD 1.5 XRANGE 0 19.7 ZRANGE 0 7.55
131 TO 135 PR 2.5
128 TO 130 136 TO 138 PR 2
LOAD 1 LOADTYPE Seismic TITLE Seismic in X
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE Seeismic in Z
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead TITLE SELF WT. AND WALL LOAD
SELFWEIGHT Y -1
MEMBER LOAD
54 UNI GY -7.68
55 UNI GY -13.2 0 1
56 UNI GY -6
56 59 TO 63 65 TO 67 UNI GY -10.725
71 TRAP GY -10.4 -7.93
73 TRAP GY -11.58 -5.36 1.3 5.9
74 75 TRAP GY -11.58 -9.32 1.45 3.815
76 LIN Y -10.87 -8.39
84 TO 88 UNI GY -9.95
105 TO 109 UNI GY -11.33
77 82 99 102 UNI GY -25.85
116 121 CON GY -3.32 1.66
120 123 CON GY -3.32 2.29
122 CON GY -3.32 3.9
122 CON GY -3.32 7.8
116 TO 124 127 UNI GY -2.5
JOINT LOAD
48 TO 51 73 74 FY -3.32
LOAD 4 LOADTYPE Dead TITLE SLAB DEAD WT.
FLOOR LOAD
YRANGE 7.6 7.8 FLOAD -1.5 XRANGE 0 19.7 ZRANGE 0 7.55 GY
LOAD 5 LOADTYPE Live TITLE FLOOR LIVE LOAD REDUCED
ELEMENT LOAD
131 TO 135 PR GY -2.5
128 TO 130 136 TO 138 PR GY -2
LOAD 6 LOADTYPE Live TITLE FLOOR LIVE LOAD
ELEMENT LOAD
131 TO 135 PR GY -5
128 TO 130 136 TO 138 PR GY -4
FINISH