Do I need to set UNL parameter for members 164 to 165 or is my model done correctly?

Hi,

Just wondering if I need to do anything to the model below in so far as the UNL of the members 164 to 166 and similar beams are concern? Or is my model setup correctly?

If I do need to setup UNL for members 184 to 166 to reflect its correct unsupported length, how do I write it in the code below? Thanks.

Alex

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 13-Sep-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0.52 0; 2 5.2 0 0; 3 13.2 0.8 0; 4 21.2 0.8 0; 5 29.2 0 0; 6 34.4 0.52 0;
7 0 0.52 6.3; 8 5.2 0 6.3; 9 13.2 0.8 6.3; 10 21.2 0.8 6.3; 11 29.2 0 6.3;
12 34.4 0.52 6.3; 13 0 0.52 12.6; 14 5.2 0 12.6; 15 13.2 0.8 12.6;
16 21.2 0.8 12.6; 17 29.2 0 12.6; 18 34.4 0.52 12.6; 19 0 0.52 18.9;
20 5.2 0 18.9; 21 13.2 0.8 18.9; 22 21.2 0.8 18.9; 23 29.2 0 18.9;
24 34.4 0.52 18.9; 25 0 0.52 25.2; 26 5.2 0 25.2; 27 13.2 0.8 25.2;
28 21.2 0.8 25.2; 29 29.2 0 25.2; 30 34.4 0.52 25.2; 31 0 0.52 31.5;
32 5.2 0 31.5; 33 13.2 0.8 31.5; 34 21.2 0.8 31.5; 35 29.2 0 31.5;
36 34.4 0.52 31.5; 37 0 0.52 37.8; 38 5.2 0 37.8; 39 13.2 0.8 37.8;
40 21.2 0.8 37.8; 41 29.2 0 37.8; 42 34.4 0.52 37.8; 43 0 0.52 44.1;
44 5.2 0 44.1; 45 13.2 0.8 44.1; 46 21.2 0.8 44.1; 47 29.2 0 44.1;
48 34.4 0.52 44.1; 49 0 0.52 50.4; 50 5.2 0 50.4; 51 13.2 0.8 50.4;
52 21.2 0.8 50.4; 53 29.2 0 50.4; 54 34.4 0.52 50.4; 55 9.2 0.4 0;
56 9.2 0.4 6.3; 57 9.2 0.4 12.6; 58 9.2 0.4 18.9; 59 9.2 0.4 25.2;
60 9.2 0.4 31.5; 61 9.2 0.4 37.8; 62 9.2 0.4 44.1; 63 9.2 0.4 50.4;
64 17.2 1.2 0; 65 17.2 1.2 6.3; 66 17.2 1.2 12.6; 67 17.2 1.2 18.9;
68 17.2 1.2 25.2; 69 17.2 1.2 31.5; 70 17.2 1.2 37.8; 71 17.2 1.2 44.1;
72 17.2 1.2 50.4; 73 25.2 0.4 0; 74 25.2 0.4 6.3; 75 25.2 0.4 12.6;
76 25.2 0.4 18.9; 77 25.2 0.4 25.2; 78 25.2 0.4 31.5; 79 25.2 0.4 37.8;
80 25.2 0.4 44.1; 81 25.2 0.4 50.4;
MEMBER INCIDENCES
1 1 2; 2 7 8; 3 11 12; 4 13 14; 5 17 18; 6 19 20; 7 23 24; 8 25 26; 9 29 30;
10 31 32; 11 35 36; 12 37 38; 13 41 42; 14 43 44; 15 47 48; 16 49 50; 17 53 54;
18 1 8; 19 2 7; 20 2 56; 21 56 3; 22 3 65; 23 65 4; 24 4 74; 25 74 5; 26 5 12;
27 8 55; 28 55 9; 29 9 64; 30 64 10; 31 10 73; 32 73 11; 33 11 6; 34 25 32;
35 26 31; 36 26 60; 37 60 27; 38 27 69; 39 69 28; 40 28 78; 41 29 36; 42 32 59;
43 59 33; 44 33 68; 45 68 34; 46 34 77; 47 35 30; 48 43 50; 49 44 49; 50 44 63;
51 63 45; 52 45 72; 53 72 46; 54 46 81; 55 81 47; 56 47 54; 57 50 62; 58 62 51;
59 51 71; 60 71 52; 61 52 80; 62 80 53; 63 53 48; 64 1 7; 65 7 13; 66 13 19;
67 19 25; 68 25 31; 69 31 37; 70 37 43; 71 43 49; 72 2 8; 73 8 14; 74 14 20;
75 20 26; 76 26 32; 77 32 38; 78 38 44; 79 44 50; 80 55 56; 81 56 57; 82 57 58;
83 58 59; 84 59 60; 85 60 61; 86 61 62; 87 62 63; 88 3 9; 89 9 15; 90 15 21;
91 21 27; 92 27 33; 93 33 39; 94 39 45; 95 45 51; 96 64 65; 97 65 66; 98 66 67;
99 67 68; 100 68 69; 101 69 70; 102 70 71; 103 71 72; 104 4 10; 105 10 16;
106 16 22; 107 22 28; 108 28 34; 109 34 40; 110 40 46; 111 46 52; 112 73 74;
113 74 75; 114 75 76; 115 76 77; 116 77 78; 117 78 79; 118 79 80; 119 80 81;
120 5 11; 121 11 17; 122 17 23; 123 23 29; 124 29 35; 125 35 41; 126 41 47;
127 47 53; 128 6 12; 129 12 18; 130 18 24; 131 24 30; 132 30 36; 133 36 42;
134 42 48; 135 48 54; 136 5 6; 137 53 81; 138 81 52; 139 52 72; 140 50 63;
141 63 51; 142 51 72; 143 5 73; 144 73 4; 145 4 64; 146 64 3; 147 3 55;
148 55 2; 149 23 76; 150 76 22; 151 22 67; 152 67 21; 153 21 58; 154 58 20;
155 11 74; 156 10 74; 157 10 65; 158 65 9; 159 9 56; 160 56 8; 161 14 57;
162 57 15; 163 15 66; 164 66 16; 165 16 75; 166 75 17; 167 26 59; 168 59 27;
169 68 27; 170 68 28; 171 28 77; 172 77 29; 173 35 78; 174 78 34; 175 34 69;
176 69 33; 177 60 33; 178 32 60; 179 38 61; 180 39 61; 181 39 70; 182 70 40;
183 79 40; 184 79 41; 185 47 80; 186 80 46; 187 46 71; 188 71 45; 189 45 62;
190 62 44; 191 29 78; 192 77 35;
START USER TABLE
TABLE 1
UNIT METER KN
WIDE FLANGE
H800X250X8X12
0.012208 0.8 0.008 0.25 0.012 0.00124301 3.12831e-005 4.20437e-007 0.0064 0.004
END
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
BETA 1 MEMB 185
MATERIAL STEEL ALL
MEMBER PROPERTY CHINESE
1 TO 17 136 TO 190 UPTABLE 1 H800X250X8X12
64 TO 135 TABLE ST PIP114X6.0
MEMBER PROPERTY DUTCH
18 TO 63 191 192 TABLE ST RD25
SUPPORTS
2 TO 5 8 11 14 17 20 23 26 29 32 35 38 41 44 47 50 TO 53 PINNED
LOAD 1 LOADTYPE Dead  TITLE SELFWEIGHT
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Live  TITLE LIVE LOAD
MEMBER LOAD
2 TO 15 149 TO 190 UNI GY -3.15
1 16 17 136 TO 148 UNI GY -1.575
LOAD 3 LOADTYPE Dead  TITLE PURLINS DEAD LOAD
MEMBER LOAD
2 TO 15 149 TO 190 UNI GY -3.15
1 16 17 136 TO 148 UNI GY -1.575
LOAD 4 LOADTYPE Roof Live REDUCIBLE TITLE ROOF MOBILE LOAD
MEMBER LOAD
2 TO 15 149 TO 190 UNI GY -1.89
1 16 17 136 TO 148 UNI GY -0.945
LOAD 5 LOADTYPE Temperature  TITLE TEMPERATURE LOAD
TEMPERATURE LOAD
1 TO 192 TEMP 5 5 5
LOAD 6 LOADTYPE Wind  TITLE WIND LOAD 1
JOINT LOAD
9 10 15 16 21 22 27 28 33 34 39 40 45 46 56 TO 62 65 TO 71 74 TO 80 FY -7.6
3 4 51 52 55 63 64 72 73 81 FY -3.8
2 5 50 53 FY -4.36
8 11 14 17 20 23 26 29 32 35 38 41 44 47 FY -8.731
1 6 49 54 FY -2.47
7 12 13 18 19 24 25 30 31 36 37 42 43 48 FY -4.94
LOAD 7 LOADTYPE Wind  TITLE WIND LOAD 2
JOINT LOAD
9 10 15 16 21 22 27 28 33 34 39 40 45 46 56 TO 62 65 TO 71 74 TO 80 FY 7.6
3 4 51 52 55 63 64 72 73 81 FY 3.8
2 5 50 53 FY 4.36
8 11 14 17 20 23 26 29 32 35 38 41 44 47 FY 8.731
1 6 49 54 FY 2.47
7 12 13 18 19 24 25 30 31 36 37 42 43 48 FY 4.94
LOAD COMB 8 SERVICEABILITY
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0
LOAD COMB 9 ULTIMATE
1 1.4 2 1.6 3 1.4 4 1.4 5 1.2 6 1.2
LOAD COMB 10 SERVICEABILITY
1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 7 1.0
LOAD COMB 11 ULTIMATE
1 1.4 2 1.6 3 1.4 4 1.4 5 1.2 7 1.2
PERFORM ANALYSIS
PRINT JOINT DISPLACEMENTS ALL
PRINT MEMBER FORCES LIST 1 TO 136
PRINT SUPPORT REACTION LIST 2 5 8 11 14 17 20 23 26 29 32 35 38 41 44 47 50 53
PARAMETER 1
CODE BS5950
CHECK CODE ALL
FINISH