STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 29-Jul-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
78 0 0 3; 79 0.707107 0.707107 3; 80 1.11022e-016 1.41421 3;
81 -0.707107 0.707107 3; 82 1.41421 1.41421 3; 83 0.707107 2.12132 3;
84 2.12132 2.12132 3; 85 1.41421 2.82843 3; 86 2.82843 2.82843 3;
87 2.12132 3.53553 3; 88 3.53553 3.53553 3; 89 2.82843 4.24264 3;
90 4.24264 4.24264 3; 91 3.53553 4.94975 3; 92 4.94975 4.94975 3;
93 4.24264 5.65685 3; 94 5.65685 5.65685 3; 95 4.94975 6.36396 3;
96 6.36396 6.36396 3; 97 5.65685 7.07107 3; 98 7.07107 7.07107 3;
99 6.36396 7.77817 3; 100 -0.707107 2.12132 3; 101 -1.41421 1.41421 3;
102 -1.68587e-007 2.82843 3; 103 0.707107 3.53553 3; 104 1.41421 4.24264 3;
105 2.12132 4.94975 3; 106 2.82843 5.65685 3; 107 3.53553 6.36396 3;
108 4.24264 7.07107 3; 109 4.94975 7.77817 3; 110 5.65685 8.48528 3;
111 -1.41421 2.82843 3; 112 -2.12132 2.12132 3; 113 -0.707107 3.53553 3;
114 4.44089e-016 4.24264 3; 115 0.707107 4.94975 3; 116 1.41421 5.65685 3;
117 2.12132 6.36396 3; 118 2.82843 7.07107 3; 119 3.53553 7.77817 3;
120 4.24264 8.48528 3; 121 4.94975 9.19239 3; 122 -2.12132 3.53553 3;
123 -2.82843 2.82843 3; 124 -1.41421 4.24264 3; 125 -0.707107 4.94975 3;
126 -1.68587e-007 5.65685 3; 127 0.707107 6.36396 3; 128 1.41421 7.07107 3;
129 2.12132 7.77817 3; 130 2.82843 8.48528 3; 131 3.53553 9.19239 3;
132 4.24264 9.8995 3; 133 -2.82843 4.24264 3; 134 -3.53553 3.53553 3;
135 -2.12132 4.94975 3; 136 -1.41421 5.65685 3; 137 -0.707107 6.36396 3;
138 4.44089e-016 7.07107 3; 139 0.707107 7.77817 3; 140 1.41421 8.48528 3;
141 2.12132 9.19239 3; 142 2.82843 9.8995 3; 143 3.53553 10.6066 3;
144 -3.53553 4.94975 3; 145 -4.24264 4.24264 3; 146 -2.82843 5.65685 3;
147 -2.12132 6.36396 3; 148 -1.41421 7.07107 3; 149 -0.707107 7.77817 3;
150 8.88178e-016 8.48528 3; 151 0.707107 9.19239 3; 152 1.41421 9.8995 3;
153 2.12132 10.6066 3; 154 2.82843 11.3137 3;
ELEMENT INCIDENCES SHELL
62 78 79 80 81; 63 79 82 83 80; 64 82 84 85 83; 65 84 86 87 85; 66 86 88 89 87;
67 88 90 91 89; 68 90 92 93 91; 69 92 94 95 93; 70 94 96 97 95; 71 96 98 99 97;
72 81 80 100 101; 73 80 83 102 100; 74 83 85 103 102; 75 85 87 104 103;
76 87 89 105 104; 77 89 91 106 105; 78 91 93 107 106; 79 93 95 108 107;
80 95 97 109 108; 81 97 99 110 109; 82 101 100 111 112; 83 100 102 113 111;
84 102 103 114 113; 85 103 104 115 114; 86 104 105 116 115; 87 105 106 117 116;
88 106 107 118 117; 89 107 108 119 118; 90 108 109 120 119; 91 109 110 121 120;
92 112 111 122 123; 93 111 113 124 122; 94 113 114 125 124; 95 114 115 126 125;
96 115 116 127 126; 97 116 117 128 127; 98 117 118 129 128; 99 118 119 130 129;
100 119 120 131 130; 101 120 121 132 131; 102 123 122 133 134;
103 122 124 135 133; 104 124 125 136 135; 105 125 126 137 136;
106 126 127 138 137; 107 127 128 139 138; 108 128 129 140 139;
109 129 130 141 140; 110 130 131 142 141; 111 131 132 143 142;
112 134 133 144 145; 113 133 135 146 144; 114 135 136 147 146;
115 136 137 148 147; 116 137 138 149 148; 117 138 139 150 149;
118 139 140 151 150; 119 140 141 152 151; 120 141 142 153 152;
121 142 143 154 153;
ELEMENT PROPERTY
62 TO 121 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
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
78 81 101 112 123 134 145 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
ELEMENT LOAD
62 TO 121 PR GZ 2
PERFORM ANALYSIS
FINISH
