*** STAAD.Pro ERROR MESSAGE *** ERROR IN SUPPORT INPUT OR THERE IS NO SUPPORT INPUT. ANALYSIS WILL NOT

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STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Sep-23
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 3.60001 0; 3 3.83001 3.60001 0; 4 5.83001 3.60001 0; 6 9.84002 3.60001 0;
7 11.84 3.60001 0; 8 15.34 3.60001 0; 9 17.97 3.60001 0;
17 15.34 3.60001 2.70001; 18 17.97 3.60001 2.70001; 19 0 3.60001 3.98001;
20 2.70001 3.60001 3.98001; 21 3.83001 3.60001 3.98001;
22 5.83001 3.60001 3.98001; 23 8.66002 3.60001 3.98001;
24 9.84002 3.60001 3.98001; 25 11.84 3.60001 3.98001; 26 15.34 3.60001 3.98001;
27 17.97 3.60001 3.98001; 28 0 3.60001 6.46001; 30 3.83001 3.60001 6.46001;
31 5.83001 3.60001 6.46001; 33 9.84002 3.60001 6.46001;
34 11.84 3.60001 6.46001; 35 15.34 3.60001 6.46001; 36 17.97 3.60001 6.46001;
37 0 0.100003 0; 39 3.83001 0.100003 0; 40 5.83001 0.100003 0;
42 9.84002 0.100003 0; 43 11.84 0.100003 0; 44 15.34 0.100003 0;
45 17.97 0.100003 0; 53 15.34 0.100003 2.70001; 54 17.97 0.100003 2.70001;
55 0 0.100003 3.98001; 56 2.70001 0.100003 3.98001;
58 5.83001 0.100003 3.98001; 59 8.66002 0.100003 3.98001;
61 11.84 0.100003 3.98001; 63 17.97 0.100003 3.98001; 64 0 0.100003 6.46001;
66 3.83001 0.100003 6.46001; 67 5.83001 0.100003 6.46001;
69 9.84002 0.100003 6.46001; 70 11.84 0.100003 6.46001;
71 15.34 0.100003 6.46001; 72 17.97 0.100003 6.46001; 73 0 3.60001 7.86002;
75 3.83001 3.60001 7.86002; 76 5.83001 3.60001 7.86002;
78 9.84002 3.60001 7.86002; 79 11.84 3.60001 7.86002; 80 15.34 3.60001 7.86002;
82 0 -0.600001 0; 83 3.83001 -0.600001 0; 84 5.83001 -0.600001 0;
85 9.84002 -0.600001 0; 86 11.84 -0.600001 0; 87 15.34 -0.600001 0;
88 17.97 -0.600001 0; 89 15.34 -0.600001 2.70001; 90 17.97 -0.600001 2.70001;
91 0 -0.600001 3.98001; 92 2.70001 -0.600001 3.98001;
93 5.83001 -0.600001 3.98001; 94 8.66002 -0.600001 3.98001;
95 11.84 -0.600001 3.98001; 96 0 -0.600001 6.46001;
97 3.83001 -0.600001 6.46001; 98 5.83001 -0.600001 6.46001;
99 9.84002 -0.600001 6.46001; 100 11.84 -0.600001 6.46001;
101 15.34 -0.600001 6.46001; 102 0 6.60001 0; 105 5.83001 6.60001 0;
107 9.84002 6.60001 0; 108 11.84 6.60001 0; 109 15.34 6.60001 0;
110 17.97 6.60001 0; 118 15.34 6.60001 2.70001; 119 17.97 6.60001 2.70001;
120 0 6.60001 3.98001; 123 5.83001 6.60001 3.98001; 126 11.84 6.60001 3.98001;
128 17.97 6.60001 3.98001; 129 0 6.60001 6.46001; 131 3.83001 6.60001 6.46001;
132 5.83001 6.60001 6.46001; 134 9.84002 6.60001 6.46001;
135 11.84 6.60001 6.46001; 136 15.34 6.60001 6.46001;
137 17.97 6.60001 6.46001; 138 3.83001 6.60001 0;
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 6; 4 6 7; 5 7 8; 6 8 9; 7 19 20; 8 20 21; 9 21 22; 10 22 23;
11 23 24; 12 24 25; 13 25 26; 14 26 27; 15 73 75; 16 30 31; 17 76 78; 18 33 34;
19 79 80; 20 35 36; 21 1 19; 22 19 73; 23 3 21; 24 21 30; 25 30 75; 26 4 22;
27 22 31; 28 31 76; 29 6 24; 30 24 33; 31 33 78; 32 7 25; 33 25 34; 34 34 79;
35 8 17; 36 17 26; 37 9 18; 38 18 27; 39 27 36; 40 35 80; 41 82 1; 42 83 3;
43 84 4; 44 85 6; 45 86 7; 46 87 8; 47 88 9; 48 89 17; 49 90 18; 50 91 19;
51 92 20; 52 93 22; 53 94 23; 54 95 25; 55 96 28; 56 97 30; 57 98 31; 58 99 33;
59 100 34; 60 101 35; 61 1 37; 62 9 45; 63 8 44; 64 18 54; 65 17 53; 66 35 71;
67 7 43; 68 25 61; 69 34 70; 70 33 69; 71 6 42; 72 4 40; 73 22 58; 74 31 67;
75 30 66; 76 3 39; 77 19 55; 78 28 64; 79 20 56; 80 23 59; 81 37 40; 82 40 43;
83 43 44; 84 44 45; 85 37 55; 86 40 58; 87 43 61; 88 45 63; 89 55 58; 90 58 61;
91 61 63; 92 55 64; 93 58 67; 94 61 70; 95 63 72; 96 64 67; 97 67 70; 98 70 72;
99 102 105; 100 105 108; 101 108 109; 102 109 110; 103 102 120; 104 105 123;
105 108 126; 106 110 128; 107 120 123; 108 123 126; 109 126 128; 110 120 129;
111 123 132; 112 126 135; 113 128 137; 114 129 132; 115 132 135; 116 135 137;
117 37 102; 118 55 120; 119 64 129; 120 66 131; 121 45 110; 122 44 109;
123 54 119; 124 71 136; 125 53 118; 126 70 135; 127 43 108; 128 42 107;
129 61 126; 130 69 134; 131 67 132; 132 58 123; 139 40 105; 140 39 138;
ELEMENT INCIDENCES SHELL
133 37 40 58 55; 134 40 43 61 58; 135 43 45 63 61; 136 55 58 67 64;
137 58 61 70 67; 138 61 63 72 70; 141 1 3 21 19; 142 19 21 75 73;
143 3 4 22 21; 144 4 6 24 22; 145 6 7 25 24; 146 7 8 26 25; 147 8 9 27 26;
148 22 24 78 76;
START GROUP DEFINITION
FLOOR
_2ND1WAY 2 4 9 12 23 26 29 32
_2ND2WAY 1 3 5 TO 7 10 13 TO 15 17 21 TO 30 32 35 TO 38
_1ST1WAY 89 TO 98
_1ST2WAY 81 TO 91
JOINT
END GROUP DEFINITION
ELEMENT PROPERTY
133 TO 138 141 TO 148 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-06
DAMP 0.05
G 9.28137e+06
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY
48 TO 60 64 TO 66 68 TO 70 73 TO 75 77 TO 80 118 TO 120 123 TO 126 -
129 TO 132 PRIS YD 0.25 ZD 0.35
41 TO 47 61 TO 63 67 71 72 76 117 121 122 127 128 139 140 PRIS YD 0.35 ZD 0.25
1 TO 40 81 TO 116 PRIS YD 0.4 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER CRACKED
41 TO 80 117 TO 132 139 140 REDUCTION RIY 0.7 RIZ 0.7
1 TO 40 81 TO 116 REDUCTION RIY 0.35 RIZ 0.35
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE REF LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 140
ONEWAY LOAD
_2ND1WAY ONE -4.3 GY
FLOOR LOAD
_2ND2WAY FLOAD -4.3 GY
ONEWAY LOAD
_1ST1WAY ONE -4.3 GY
FLOOR LOAD
_1ST2WAY FLOAD -4.3 GY
MEMBER LOAD
1 TO 6 15 TO 22 37 TO 39 81 TO 85 88 92 95 TO 103 106 110 113 TO 115 -
116 UNI GY -13.11
7 TO 14 23 24 26 27 29 30 32 33 35 36 48 51 TO 54 65 68 73 79 80 86 87 89 -
90 TO 91 93 94 104 105 107 TO 109 111 112 125 129 132 UNI GY -11.704
9 12 UNI GY -4
13 UNI GY -3.62
LOAD R2 LOADTYPE Live TITLE REF LOAD CASE 2
ONEWAY LOAD
_2ND1WAY ONE -1.9 GY
FLOOR LOAD
_2ND2WAY FLOAD -1.9 GY
ONEWAY LOAD
_1ST1WAY ONE -1.9 GY
FLOOR LOAD
_1ST2WAY FLOAD -1.9 GY
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 0 JOINT XR 0 21 ZR 0 10
DIA 2 TYPE RIG HEI 3.6 JOINT XR 0 21 ZR 0 11
DIA 3 TYPE RIG HEI 6.6 JOINT XR 0 21 ZR 0 11
MEMBER OFFSET
103 106 START 0 -0.2 -0.1
103 106 110 113 END 0 -0.2 0.1
104 105 110 TO 113 START 0 -0.2 0.1
104 105 111 112 END 0 -0.2 -0.1
100 TO 102 108 109 115 116 START 0 -0.2 0
99 TO 101 107 108 114 115 END 0 -0.2 0
99 107 114 START 0.1 -0.2 0
102 109 116 END -0.1 -0.2 0
21 37 40 85 88 START 0 0 -0.1
22 25 28 31 34 35 39 40 85 88 92 95 END 0 0 0.1
23 24 26 27 29 30 32 33 35 36 86 87 92 TO 95 START 0 0 0.1
23 26 29 32 36 86 87 END 0 0 -0.1
1 7 15 TO 20 81 89 96 START 0.1 0 0
6 14 TO 20 84 91 98 END -0.1 0 0
ELEMENT OFFSET
133 TO 138 141 TO 148 JT1 0 0.2 0
133 TO 138 141 TO 148 JT2 0 0.2 0
133 TO 138 141 TO 148 JT3 0 0.2 0
133 TO 138 141 TO 148 JT4 0 0.2 0
SUPPORTS
82 TO 101 PINNED
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 10 RWZ 10 STYP 1 CT 0.08 PX 0.32 PZ 0.32 NA 1.2 NV 1.6
REFERENCE LOAD Y
R1 1.0
LOAD 1 LOADTYPE Seismic TITLE EQPX
UBC LOAD X 1 DEC 1 ACC 0.05
LOAD 2 LOADTYPE Seismic TITLE EQNX
UBC LOAD X -1 DEC 1 ACC 0.05
LOAD 3 LOADTYPE Seismic TITLE EQPZ
UBC LOAD Z 1 DEC 1 ACC 0.05
LOAD 4 LOADTYPE Seismic TITLE EQNZ
UBC LOAD Z -1 DEC 1 ACC 0.05
LOAD 5 LOADTYPE Wind TITLE WZ1
MEMBER LOAD
115 116 UNI GZ -3.477
114 UNI GZ -6.45075
16 TO 20 UNI GZ -2.318
15 UNI GZ -4.3005
LOAD 6 LOADTYPE Wind TITLE WZ2
MEMBER LOAD
114 115 UNI GZ -3.477
116 UNI GZ -6.45075
15 TO 19 UNI GZ -2.318
20 UNI GZ -4.3005
LOAD 7 LOADTYPE Wind TITLE WZ3
MEMBER LOAD
100 TO 102 UNI GZ 3.477
99 UNI GZ 6.45075
2 TO 6 UNI GZ 2.318
1 UNI GZ 4.3005
LOAD 8 LOADTYPE Wind TITLE WZ4
MEMBER LOAD
99 TO 101 UNI GZ 3.477
102 UNI GZ 6.45075
1 TO 5 UNI GZ 2.318
6 UNI GZ 4.3005
LOAD 9 LOADTYPE Dead TITLE DEADLOAD
REFERENCE LOAD
R1 1.0
LOAD 10 LOADTYPE Dead TITLE LIVELOAD
REFERENCE LOAD
R2 1.0
LOAD COMB 101 ULC, 1.4 DEAD + 1.4 DEAD
9 1.4 10 1.4
LOAD COMB 102 ULC, 1.2 DEAD + 1.2 DEAD
9 1.2 10 1.2
LOAD COMB 103 ULC, 1.2 DEAD + 1.2 DEAD + 1 WIND (1)
9 1.2 10 1.2 5 1.0
LOAD COMB 104 ULC, 1.2 DEAD + 1.2 DEAD + 1 WIND (2)
9 1.2 10 1.2 6 1.0
LOAD COMB 105 ULC, 1.2 DEAD + 1.2 DEAD + 1 WIND (3)
9 1.2 10 1.2 7 1.0
LOAD COMB 106 ULC, 1.2 DEAD + 1.2 DEAD + 1 WIND (4)
9 1.2 10 1.2 8 1.0
LOAD COMB 107 ULC, 1.2 DEAD + 1.2 DEAD + 1 SEISMIC (1)
9 1.2 10 1.2 1 1.0
LOAD COMB 108 ULC, 1.2 DEAD + 1.2 DEAD + 1 SEISMIC (2)
9 1.2 10 1.2 2 1.0
LOAD COMB 109 ULC, 1.2 DEAD + 1.2 DEAD + 1 SEISMIC (3)
9 1.2 10 1.2 3 1.0
LOAD COMB 110 ULC, 1.2 DEAD + 1.2 DEAD + 1 SEISMIC (4)
9 1.2 10 1.2 4 1.0
LOAD COMB 111 ULC, 0.9 DEAD + 0.9 DEAD + 1 WIND (1)
9 0.9 10 0.9 5 1.0
LOAD COMB 112 ULC, 0.9 DEAD + 0.9 DEAD + 1 WIND (2)
9 0.9 10 0.9 6 1.0
LOAD COMB 113 ULC, 0.9 DEAD + 0.9 DEAD + 1 WIND (3)
9 0.9 10 0.9 7 1.0
LOAD COMB 114 ULC, 0.9 DEAD + 0.9 DEAD + 1 WIND (4)
9 0.9 10 0.9 8 1.0
LOAD COMB 115 ULC, 0.9 DEAD + 0.9 DEAD + 1 SEISMIC (1)
9 0.9 10 0.9 1 1.0
LOAD COMB 116 ULC, 0.9 DEAD + 0.9 DEAD + 1 SEISMIC (2)
9 0.9 10 0.9 2 1.0
LOAD COMB 117 ULC, 0.9 DEAD + 0.9 DEAD + 1 SEISMIC (3)
9 0.9 10 0.9 3 1.0
LOAD COMB 118 ULC, 0.9 DEAD + 0.9 DEAD + 1 SEISMIC (4)
9 0.9 10 0.9 4 1.0
LOAD COMB 201 ULC, 1 DEAD + 1 DEAD
9 1.0 10 1.0
LOAD COMB 202 ULC, 1 DEAD + 1 DEAD + 0.6 WIND (1)
9 1.0 10 1.0 5 0.6
LOAD COMB 203 ULC, 1 DEAD + 1 DEAD + 0.6 WIND (2)
9 1.0 10 1.0 6 0.6
LOAD COMB 204 ULC, 1 DEAD + 1 DEAD + 0.6 WIND (3)
9 1.0 10 1.0 7 0.6
LOAD COMB 205 ULC, 1 DEAD + 1 DEAD + 0.6 WIND (4)
9 1.0 10 1.0 8 0.6
LOAD COMB 206 ULC, 1 DEAD + 1 DEAD + 0.714 SEISMIC (1)
9 1.0 10 1.0 1 0.714
LOAD COMB 207 ULC, 1 DEAD + 1 DEAD + 0.714 SEISMIC (2)
9 1.0 10 1.0 2 0.714
LOAD COMB 208 ULC, 1 DEAD + 1 DEAD + 0.714 SEISMIC (3)
9 1.0 10 1.0 3 0.714
LOAD COMB 209 ULC, 1 DEAD + 1 DEAD + 0.714 SEISMIC (4)
9 1.0 10 1.0 4 0.714
PERFORM ANALYSIS
PERFORM ANALYSIS PRINT LOAD DATA
PRINT SUPPORT REACTION LIST 82 TO 101
PRINT STORY STIFFNESS
PRINT DIA CR
PRINT STORY DRIFT
PRINT ANALYSIS RESULTS
FINISH