Stadd Editor

STAAD SPACE

START JOB INFORMATION

ENGINEER DATE 03Oct15

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

JOINT COORDINATES

1 0 0 0; 2 0 6 0; 3 0.5 0 0; 4 0.5 6 0; 5 0 0 0.5; 6 0 6 0.5; 7 0.5 0 0.5;

8 0.5 6 0.5; 9 0 0.25 0.5; 10 0 0.5 0; 11 0 1 0; 12 0 1.5 0; 13 0 2 0;

14 0 2.5 0; 15 0 3 0; 16 0 3.5 0; 17 0 4 0; 18 0 4.5 0; 19 0 5 0; 20 0 5.5 0;

21 0 0.75 0.5; 22 0 1.25 0.5; 23 0 1.75 0.5; 24 0 2.25 0.5; 25 0 2.75 0.5;

26 0 3.25 0.5; 27 0 3.75 0.5; 28 0 4.25 0.5; 29 0 4.75 0.5; 30 0 5.25 0.5;

31 0 5.75 0.5; 32 0.5 0.25 0.5; 33 0.5 0.5 0; 34 0.5 0.75 0.5; 35 0.5 1 0;

36 0.5 1.25 0.5; 37 0.5 1.5 0; 38 0.5 1.75 0.5; 39 0.5 2 0; 40 0.5 2.25 0.5;

41 0.5 2.5 0; 42 0.5 2.75 0.5; 43 0.5 3 0; 44 0.5 3.25 0.5; 45 0.5 3.5 0;

46 0.5 3.75 0.5; 47 0.5 4 0; 48 0.5 4.25 0.5; 49 0.5 4.5 0; 50 0.5 4.75 0.5;

51 0.5 5 0; 52 0.5 5.25 0.5; 53 0.5 5.5 0; 54 0.5 5.75 0.5; 55 0.5 0.25 0;

56 0.5 0.75 0; 57 0.5 1.25 0; 58 0.5 1.75 0; 59 0.5 2.25 0; 60 0.5 2.75 0;

61 0.5 3.25 0; 62 0.5 3.75 0; 63 0.5 4.25 0; 64 0.5 4.75 0; 65 0.5 5.25 0;

66 0.5 5.75 0; 67 0 0.5 0.5; 68 0 1 0.5; 69 0 1.5 0.5; 70 0 2 0.5;

71 0 2.5 0.5; 72 0 3 0.5; 73 0 3.5 0.5; 74 0 4 0.5; 75 0 4.5 0.5; 76 0 5 0.5;

77 0 5.5 0.5;

MEMBER INCIDENCES

1 1 10; 2 3 55; 3 5 9; 4 7 32; 5 9 67; 6 1 9; 7 10 11; 8 11 12; 9 12 13;

10 13 14; 11 14 15; 12 15 16; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 20 2;

18 9 10; 19 21 68; 20 10 21; 21 21 11; 22 22 69; 23 11 22; 24 22 12; 25 23 70;

26 12 23; 27 23 13; 28 24 71; 29 25 72; 30 26 73; 31 13 24; 32 24 14; 33 14 25;

34 25 15; 35 15 26; 36 27 74; 37 28 75; 38 29 76; 39 30 77; 40 26 16; 41 16 27;

42 27 17; 43 17 28; 44 28 18; 45 18 29; 46 29 19; 47 19 30; 48 30 20; 49 31 6;

50 20 31; 51 31 2; 52 2 6; 53 6 8; 54 2 4; 55 4 8; 56 32 34; 57 3 32; 58 33 56;

59 32 33; 60 34 36; 61 33 34; 62 35 57; 63 34 35; 64 36 38; 65 35 36; 66 37 58;

67 36 37; 68 38 40; 69 37 38; 70 39 59; 71 38 39; 72 40 42; 73 39 40; 74 41 60;

75 40 41; 76 42 44; 77 41 42; 78 43 61; 79 42 43; 80 44 46; 81 43 44; 82 45 62;

83 44 45; 84 46 48; 85 45 46; 86 47 63; 87 46 47; 88 48 50; 89 47 48; 90 49 64;

91 48 49; 92 50 52; 93 49 50; 94 51 65; 95 50 51; 96 52 54; 97 51 52; 98 53 66;

99 52 53; 100 54 8; 101 53 54; 102 54 4; 103 55 33; 104 1 55; 105 55 10;

106 56 35; 107 10 56; 108 56 11; 109 57 37; 110 58 39; 111 59 41; 112 11 57;

113 57 12; 114 12 58; 115 58 13; 116 13 59; 117 59 14; 118 60 43; 119 61 45;

120 62 47; 121 63 49; 122 64 51; 123 65 53; 124 66 4; 125 14 60; 126 60 15;

127 15 61; 128 61 16; 129 16 62; 130 62 17; 131 17 63; 132 63 18; 133 18 64;

134 64 19; 135 19 65; 136 65 20; 137 20 66; 138 54 2; 139 5 32; 140 67 21;

141 32 67; 142 67 34; 143 68 22; 144 34 68; 145 68 36; 146 69 23; 147 36 69;

148 69 38; 149 70 24; 150 38 70; 151 70 40; 152 71 25; 153 40 71; 154 71 42;

155 72 26; 156 42 72; 157 72 44; 158 73 27; 159 44 73; 160 73 46; 161 74 28;

162 46 74; 163 74 48; 164 75 29; 165 48 75; 166 75 50; 167 76 30; 168 50 76;

169 76 52; 170 77 31; 171 52 77; 172 77 54;

DEFINE MATERIAL START

ISOTROPIC STEEL

E 2.05e+008

POISSON 0.3

Job Title:

Client:

Engineer:

C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.std [10/6/2015 10:03 AM]Page 1 of 3

DENSITY 76.8195

ALPHA 1.2e005

DAMP 0.03

TYPE STEEL

STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2

END DEFINE MATERIAL

MEMBER PROPERTY BRITISH

1 TO 5 7 TO 17 19 22 25 28 TO 30 36 TO 39 49 56 58 60 62 64 66 68 70 72 74

76 78 80 82 84 86 88 90 92 94 96 98 100 103 106 109 TO 111 118 TO 124 140

143 146 149 152 155 158 161 164 167 170 TABLE ST UA100X100X8

6 18 20 21 23 24 26 27 31 TO 35 40 TO 48 50 TO 55 57 59 61 63 65 67 69 71

73 75 77 79 81 83 85 87 89 91 93 95 97 99 101 102 104 105 107 108

112 TO 117 125 TO 139 141 142 144 145 147 148 150 151 153 154 156 157 159

160 162 163 165 166 168 169 171 172 TABLE ST UA50X50X5

CONSTANTS

MATERIAL STEEL ALL

SUPPORTS

1 3 5 7 FIXED

LOAD 1 LOADTYPE Dead TITLE DL

SELFWEIGHT Y 1

JOINT LOAD

2 4 6 8 FY 7

LOAD 2 LOADTYPE Wind TITLE WL

MEMBER LOAD

1 3 5 7 TO 17 19 22 25 28 TO 30 36 TO 39 49 140 143 146 149 152 155 158 161

164 167 170 UNI GX 10.5

LOAD COMB 3 GENERATED BRITISH BS 5950 1

1 1.4


1 1.4 2 1.4


1 1.2 2 1.2

PERFORM ANALYSIS PRINT STATICS CHECK

PRINT MEMBER INFORMATION ALL

LOAD LIST ALL

PRINT JOINT DISPLACEMENTS LIST 1 3 5 7

PRINT MEMBER FORCES ALL

PRINT SUPPORT REACTION LIST 1 3 5 7

PRINT MEMBER STRESSES ALL

PARAMETER 1

CODE BS5950

DFF 240 ALL

MAIN 1 ALL

PY 275000 ALL

TRACK 4 ALL

CHECK CODE ALL

PARAMETER 2

CODE BS5950

STEEL MEMBER TAKE OFF ALL

PARAMETER 3

Job Title:

Client:

Engineer:


CODE BS5950

STEEL TAKE OFF ALL

FINISH

Job Title:

Client:

Engineer:


Stadd Editor

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