STAAD SPACE DXF IMPORT OF ROOF.DXF
START JOB INFORMATION
ENGINEER DATE 13-Nov-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 8.5 0 0; 3 0.85 0 0; 4 1.7 0 0; 5 2.55 0 0; 6 3.4 0 0; 7 4.25 0 0;
8 5.1 0 0; 9 5.95 0 0; 10 6.8 0 0; 11 7.65 0 0; 12 8.5 0.7408 0;
13 0.843592 0.0735215 0; 14 1.68718 0.147043 0; 15 2.53078 0.220565 0;
16 3.37437 0.294086 0; 17 4.21796 0.367608 0; 18 5.06155 0.441129 0;
19 5.90515 0.514651 0; 20 6.74874 0.588172 0; 21 7.59233 0.661694 0;
22 0 0 -3.3; 23 8.5 0 -3.3; 24 0.85 0 -3.3; 25 1.7 0 -3.3; 26 2.55 0 -3.3;
27 3.4 0 -3.3; 28 4.25 0 -3.3; 29 5.1 0 -3.3; 30 5.95 0 -3.3; 31 6.8 0 -3.3;
32 7.65 0 -3.3; 33 8.5 0.7408 -3.3; 34 0.843592 0.0735215 -3.3;
35 1.68718 0.147043 -3.3; 36 2.53078 0.220565 -3.3; 37 3.37437 0.294086 -3.3;
38 4.21796 0.367608 -3.3; 39 5.06155 0.441129 -3.3; 40 5.90515 0.514651 -3.3;
41 6.74874 0.588172 -3.3; 42 7.59233 0.661694 -3.3; 43 0 0 -6.6; 44 8.5 0 -6.6;
45 0.85 0 -6.6; 46 1.7 0 -6.6; 47 2.55 0 -6.6; 48 3.4 0 -6.6; 49 4.25 0 -6.6;
50 5.1 0 -6.6; 51 5.95 0 -6.6; 52 6.8 0 -6.6; 53 7.65 0 -6.6;
54 8.5 0.7408 -6.6; 55 0.843592 0.0735215 -6.6; 56 1.68718 0.147043 -6.6;
57 2.53078 0.220565 -6.6; 58 3.37437 0.294086 -6.6; 59 4.21796 0.367608 -6.6;
60 5.06155 0.441129 -6.6; 61 5.90515 0.514651 -6.6; 62 6.74874 0.588172 -6.6;
63 7.59233 0.661694 -6.6; 64 0 0 -9.9; 65 8.5 0 -9.9; 66 0.85 0 -9.9;
67 1.7 0 -9.9; 68 2.55 0 -9.9; 69 3.4 0 -9.9; 70 4.25 0 -9.9; 71 5.1 0 -9.9;
72 5.95 0 -9.9; 73 6.8 0 -9.9; 74 7.65 0 -9.9; 75 8.5 0.7408 -9.9;
76 0.843592 0.0735215 -9.9; 77 1.68718 0.147043 -9.9; 78 2.53078 0.220565 -9.9;
79 3.37437 0.294086 -9.9; 80 4.21796 0.367608 -9.9; 81 5.06155 0.441129 -9.9;
82 5.90515 0.514651 -9.9; 83 6.74874 0.588172 -9.9; 84 7.59233 0.661694 -9.9;
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 5; 4 5 6; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 10 11; 10 11 2;
12 12 21; 13 13 1; 15 14 13; 16 4 14; 17 15 14; 18 5 15; 19 16 15; 20 6 16;
21 17 16; 22 7 17; 23 18 17; 24 8 18; 25 19 18; 26 9 19; 27 20 19; 28 10 20;
29 21 20; 30 11 21; 33 5 16; 34 6 17; 35 7 18; 36 8 19; 37 9 20; 40 22 24;
41 24 25; 42 25 26; 43 26 27; 44 27 28; 45 28 29; 46 29 30; 47 30 31; 48 31 32;
49 32 23; 51 33 42; 52 34 22; 54 35 34; 55 25 35; 56 36 35; 57 26 36; 58 37 36;
59 27 37; 60 38 37; 61 28 38; 62 39 38; 63 29 39; 64 40 39; 65 30 40; 66 41 40;
67 31 41; 68 42 41; 69 32 42; 72 26 37; 73 27 38; 74 28 39; 75 29 40; 76 30 41;
77 31 42; 78 32 33; 79 43 45; 80 45 46; 81 46 47; 82 47 48; 83 48 49; 84 49 50;
85 50 51; 86 51 52; 87 52 53; 88 53 44; 90 54 63; 91 55 43; 93 56 55; 94 46 56;
95 57 56; 96 47 57; 97 58 57; 98 48 58; 99 59 58; 100 49 59; 101 60 59;
102 50 60; 103 61 60; 104 51 61; 105 62 61; 106 52 62; 107 63 62; 108 53 63;
111 47 58; 112 48 59; 113 49 60; 114 50 61; 115 51 62; 116 52 63; 117 53 54;
118 64 66; 119 66 67; 120 67 68; 121 68 69; 122 69 70; 123 70 71; 124 71 72;
125 72 73; 126 73 74; 127 74 65; 129 75 84; 130 76 64; 132 77 76; 133 67 77;
134 78 77; 135 68 78; 136 79 78; 137 69 79; 138 80 79; 139 70 80; 140 81 80;
141 71 81; 142 82 81; 143 72 82; 144 83 82; 145 73 83; 146 84 83; 147 74 84;
150 68 79; 151 69 80; 152 70 81; 153 71 82; 154 72 83; 155 73 84; 156 74 75;
157 12 33; 158 33 54; 159 54 75; 160 20 41; 161 62 83; 162 41 62; 163 18 39;
164 39 60; 165 60 81; 166 16 37; 167 37 58; 168 58 79; 169 14 35; 170 35 56;
171 56 77; 172 1 22; 173 22 43; 174 43 64; 175 10 21; 176 11 12; 177 12 2;
178 33 23; 179 54 44; 180 75 65;
START GROUP DEFINITION
MEMBER
_1 1 TO 10 12 13 15 17 19 21 23 25 27 29 40 TO 49 51 52 54 56 58 60 62 64 -
66 68 79 TO 88 90 91 93 95 97 99 101 103 105 107 118 TO 127 129 130 132 134 -
136 138 140 142 144 146
_2 16 18 20 22 24 26 28 30 33 TO 37 55 57 59 61 63 65 67 69 72 TO 78 94 96 -
98 100 102 104 106 108 111 TO 117 133 135 137 139 141 143 145 147 -
150 TO 156 175 TO 180
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY LYSAGHT
157 TO 174 TABLE ST C15024
MEMBER PROPERTY BRITISH
1 TO 10 12 13 15 17 19 21 23 25 27 29 40 TO 49 51 52 54 56 58 60 62 64 66 -
68 79 TO 88 90 91 93 95 97 99 101 103 105 107 118 TO 127 129 130 132 134 -
136 138 140 142 144 146 TABLE ST PIP763.2
16 18 20 22 24 26 28 30 33 TO 37 55 57 59 61 63 65 67 69 72 TO 78 94 96 98 -
100 102 104 106 108 111 TO 117 133 135 137 139 141 143 145 147 150 TO 156 -
175 TO 180 TABLE ST PIP423.2
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 2 12 22 23 33 43 44 54 64 65 75 FIXED BUT MX MY
DEFINE WIND LOAD
TYPE 1 WIND 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 35.000 M/SEC 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
0 0 0 0 0.761 1.000 1.000 0.850 0 -
0 0 0 0.866 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 0.521395 0.521395 0.530309 0.538527 0.546166 0.553315 0.560043 0.566406 -
 0.572447 0.578204 0.583706 0.588978 0.594043 0.59892 0.603623 HEIG  0  4.572 -
 5.15815  5.74431  6.33046  6.91662  7.50277  8.08892  8.67508  9.26123 -
 9.84739  10.4335  11.0197  11.6059  12.192
EXP 1 JOINT 1 TO 84
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 35.000 M/SEC 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
0 0 0 0 0.761 1.000 1.000 0.850 0 -
0 0 0 0.866 0.800 -0.550
!> END GENERATED DATA BLOCK
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE LL
MEMBER LOAD
12 13 15 17 19 21 23 25 27 29 51 52 54 56 58 60 62 64 66 68 90 91 93 95 97 -
99 101 103 105 107 129 130 132 134 136 138 140 142 144 146 UNI GY -1.5
157 TO 174 UNI GY -0.75
LOAD 3 LOADTYPE Wind  TITLE WL X
WIND LOAD Z 1 TYPE 1
WIND LOAD Z -1 TYPE 1
LOAD COMB 4 GENERATED BRITISH BS 5950 1
1 1.4 2 1.6 
LOAD COMB 5 GENERATED BRITISH BS 5950 2
1 1.4 3 1.4 
LOAD COMB 6 GENERATED BRITISH BS 5950 3
1 1.2 2 1.2 3 1.2 
PERFORM ANALYSIS PRINT ALL
FINISH
