ALUMINIUM DESIGN

DEAR SIR,

I WANT TO DESIGN A PERGOLA WHICH IS MADE BY ALUMINIUM.PLEASE TELL ME HOW TO DESIGN ALUMINIUM TUBE IN STAD PRO.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 21-Aug-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 3; 3 0.16 0 0; 4 0.16 0 3; 5 0.32 0 0; 6 0.32 0 3; 7 0.48 0 0;
8 0.48 0 3; 9 0.64 0 0; 10 0.64 0 3; 11 0.8 0 0; 12 0.8 0 3; 13 0.96 0 0;
14 0.96 0 3; 15 1.12 0 0; 16 1.12 0 3; 17 1.28 0 0; 18 1.28 0 3; 19 1.44 0 0;
20 1.44 0 3; 21 1.6 0 0; 22 1.6 0 3; 23 1.76 0 0; 24 1.76 0 3; 25 1.92 0 0;
26 1.92 0 3; 27 2.08 0 0; 28 2.08 0 3; 29 2.24 0 0; 30 2.24 0 3; 31 2.4 0 0;
32 2.4 0 3; 33 2.56 0 0; 34 2.56 0 3; 35 2.72 0 0; 36 2.72 0 3; 37 2.88 0 0;
38 2.88 0 3; 39 3.04 0 0; 40 3.04 0 3; 41 3.2 0 0; 42 3.2 0 3; 43 3.36 0 0;
44 3.36 0 3; 45 0 0 0.69; 46 0.16 0 0.69; 47 0.32 0 0.69; 48 0.48 0 0.69;
49 0.64 0 0.69; 50 0.8 0 0.69; 51 0.96 0 0.69; 52 1.12 0 0.69; 53 1.28 0 0.69;
54 1.44 0 0.69; 55 1.6 0 0.69; 56 1.76 0 0.69; 57 1.92 0 0.69; 58 2.08 0 0.69;
59 2.24 0 0.69; 60 2.4 0 0.69; 61 2.56 0 0.69; 62 2.72 0 0.69; 63 2.88 0 0.69;
64 3.04 0 0.69; 65 3.2 0 0.69; 66 3.36 0 0.69; 67 1.68 0 0.69; 68 0.5 0 0.69;
69 0.5 -3.268 0.69; 70 2.86 0 0.69; 71 2.86 -3.268 0.69;
MEMBER INCIDENCES
1 1 45; 2 3 46; 3 5 47; 4 7 48; 5 9 49; 6 11 50; 7 13 51; 8 15 52; 9 17 53;
10 19 54; 11 21 55; 12 23 56; 13 25 57; 14 27 58; 15 29 59; 16 31 60; 17 33 61;
18 35 62; 19 37 63; 20 39 64; 21 41 65; 22 43 66; 23 45 2; 24 46 4; 25 47 6;
26 48 8; 27 49 10; 28 50 12; 29 51 14; 30 52 16; 31 53 18; 32 54 20; 33 55 22;
34 56 24; 35 57 26; 36 58 28; 37 59 30; 38 60 32; 39 61 34; 40 62 36; 41 63 38;
42 64 40; 43 65 42; 44 66 44; 45 45 46; 46 67 56; 47 68 49; 48 68 69; 49 70 63;
50 70 71; 51 48 68; 52 47 48; 53 46 47; 54 62 70; 55 61 62; 56 60 61; 57 59 60;
58 58 59; 59 57 58; 60 56 57; 61 55 67; 62 54 55; 63 53 54; 64 52 53; 65 51 52;
66 50 51; 67 49 50; 68 65 66; 69 64 65; 70 63 64;
MEMBER PROPERTY BRITISH
45 TO 47 49 51 TO 70 TABLE ST TUB15015012.5
48 50 TABLE ST PIP1395.0
1 TO 44 TABLE ST TUBE TH 0.006 WT 0.06 DT 0.2
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
ISOTROPIC ALUMINUM
E 6.89476e+007
POISSON 0.33
DENSITY 26.6018
ALPHA 2.3e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL MEMB 45 TO 70
MATERIAL ALUMINUM MEMB 1 TO 44
SUPPORTS
69 71 FIXED
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Live TITLE LL
MEMBER LOAD
45 TO 47 49 51 TO 70 UNI GY -0.3
**
**
**
LOAD 3 LOADTYPE Wind TITLE WL(+Z-90DEG)
MEMBER LOAD
1 TO 44 UNI GY 0.24
***WALL***
***WINDWARD**
**
LOAD 4 LOADTYPE Wind TITLE WL(+X)
LOAD COMB 5 GENERATED AISC PUBLIC 1
1 1.4
LOAD COMB 6 GENERATED AISC PUBLIC 2
1 1.2 2 1.6
LOAD COMB 7 GENERATED AISC PUBLIC 3
1 1.2 2 0.5
LOAD COMB 8 GENERATED AISC PUBLIC 4
1 1.2 3 0.8
LOAD COMB 9 GENERATED AISC PUBLIC 5
1 1.2 4 0.8
LOAD COMB 10 GENERATED AISC PUBLIC 6
1 1.2 2 0.5 3 1.6
LOAD COMB 11 GENERATED AISC PUBLIC 7
1 1.2 2 0.5 4 1.6
LOAD COMB 12 GENERATED AISC PUBLIC 8
1 0.9 3 1.6
LOAD COMB 13 GENERATED AISC PUBLIC 9
1 0.9 4 1.6
LOAD COMB 14 GENERATED AISC PUBLIC 10
1 0.9
PERFORM ANALYSIS
PARAMETER 1
CODE AISC UNIFIED 2010
FYLD 214000 MEMB 1 TO 44
FU 205000 MEMB 1 TO 44
CHECK CODE ALL
PARAMETER 2
CODE AISC UNIFIED 2010
STEEL TAKE OFF LIST ALL
FINISH

Parents Reply Children
  • DEAR SIR,

    THANKS  A LOT, NOW I DESIGN STEEL BELOW  PARAMETER 1 AND ALUMINIUM BELOW PARAMETER 3 AND SELECTED GRADE 6063 IN DEFINE PARAMETER.BUT NOW HE IS NOT SHOWING ME UTILIZATION VALUE FOR ALUMINIUM MEMBERS.When I DON'T SELECT GRADE THEN STAD SHOW UTILIZATION VALUE BUT GIVE ME WARNING THAT YOUR VALUE OF E SEEMS NOT CORRECT.PLEASE GUIDE ME.

    STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 21-Aug-16
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 -0.57 0 0; 2 -0.57 0 3; 45 -0.57 0 0.69; 66 3.93 0 0.69; 68 -0.07 0 0.69;
    69 -0.07 -3.268 0.69; 70 3.43 0 0.69; 71 3.43 -3.268 0.69; 72 -0.374 0 0;
    73 -0.374 0 3; 74 -0.374 0 0.69; 75 -0.178 0 0; 76 -0.178 0 3;
    77 -0.178 0 0.69; 78 0.018 0 0; 79 0.018 0 3; 80 0.018 0 0.69; 81 0.214 0 0;
    82 0.214 0 3; 83 0.214 0 0.69; 84 0.41 0 0; 85 0.41 0 3; 86 0.41 0 0.69;
    87 0.606 0 0; 88 0.606 0 3; 89 0.606 0 0.69; 90 0.802 0 0; 91 0.802 0 3;
    92 0.802 0 0.69; 93 0.998 0 0; 94 0.998 0 3; 95 0.998 0 0.69; 96 1.194 0 0;
    97 1.194 0 3; 98 1.194 0 0.69; 99 1.39 0 0; 100 1.39 0 3; 101 1.39 0 0.69;
    102 1.586 0 0; 103 1.586 0 3; 104 1.586 0 0.69; 105 1.782 0 0; 106 1.782 0 3;
    107 1.782 0 0.69; 108 1.978 0 0; 109 1.978 0 3; 110 1.978 0 0.69;
    111 2.174 0 0; 112 2.174 0 3; 113 2.174 0 0.69; 114 2.37 0 0; 115 2.37 0 3;
    116 2.37 0 0.69; 117 2.566 0 0; 118 2.566 0 3; 119 2.566 0 0.69; 120 2.762 0 0;
    121 2.762 0 3; 122 2.762 0 0.69; 123 2.958 0 0; 124 2.958 0 3;
    125 2.958 0 0.69; 126 3.154 0 0; 127 3.154 0 3; 128 3.154 0 0.69; 129 3.35 0 0;
    130 3.35 0 3; 131 3.35 0 0.69; 132 3.546 0 0; 133 3.546 0 3; 134 3.546 0 0.69;
    135 3.742 0 0; 136 3.742 0 3; 137 3.742 0 0.69; 138 3.93 0 0; 139 3.93 0 3;
    MEMBER INCIDENCES
    1 1 45; 23 45 2; 48 68 69; 50 70 71; 72 72 74; 73 74 73; 75 75 77; 76 77 76;
    78 78 80; 79 80 79; 81 81 83; 82 83 82; 84 84 86; 85 86 85; 87 87 89; 88 89 88;
    90 90 92; 91 92 91; 93 93 95; 94 95 94; 96 96 98; 97 98 97; 99 99 101;
    100 101 100; 102 102 104; 103 104 103; 105 105 107; 106 107 106; 108 108 110;
    109 110 109; 111 111 113; 112 113 112; 114 114 116; 115 116 115; 117 117 119;
    118 119 118; 120 120 122; 121 122 121; 123 123 125; 124 125 124; 126 126 128;
    127 128 127; 129 129 131; 130 131 130; 132 132 134; 133 134 133; 135 135 137;
    136 137 136; 137 138 66; 138 66 139; 139 45 74; 140 137 66; 141 134 137;
    142 70 134; 143 131 70; 144 128 131; 145 125 128; 146 122 125; 147 119 122;
    148 116 119; 149 113 116; 150 110 113; 151 107 110; 152 104 107; 153 101 104;
    154 98 101; 155 95 98; 156 92 95; 157 89 92; 158 86 89; 159 83 86; 160 80 83;
    161 68 80; 162 77 68; 163 74 77;
    MEMBER PROPERTY BRITISH
    139 TO 163 TABLE ST TUB2002008.0
    48 50 TABLE ST PIP1683.6
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 TABLE ST TUBE TH 0.006 WT 0.06 DT 0.2
    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
    ISOTROPIC ALUMINUM
    E 6.89476e+007
    POISSON 0.33
    DENSITY 26.6018
    ALPHA 2.3e-005
    DAMP 0.03
    END DEFINE MATERIAL
    CONSTANTS
    MATERIAL STEEL MEMB 48 50 139 TO 163
    MATERIAL ALUMINUM MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    SUPPORTS
    69 71 FIXED
    LOAD 1 LOADTYPE Dead  TITLE DL
    SELFWEIGHT Y -1 
    LOAD 2 LOADTYPE Live  TITLE LL
    MEMBER LOAD
    139 TO 163 UNI GY -0.4
    **
    **
    **
    LOAD 3 LOADTYPE Wind  TITLE WL(+Z-90DEG)
    MEMBER LOAD
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 UNI GY 0.24
    ***WALL***
    ***WINDWARD**
    **
    LOAD 4 LOADTYPE Wind  TITLE WL(+X)
    MEMBER LOAD
    1 23 UNI GX 0.2
    LOAD COMB 5 GENERATED AISC PUBLIC 1
    1 1.4 
    LOAD COMB 6 GENERATED AISC PUBLIC 2
    1 1.2 2 1.6 
    LOAD COMB 7 GENERATED AISC PUBLIC 3
    1 1.2 2 0.5 
    LOAD COMB 8 GENERATED AISC PUBLIC 4
    1 1.2 3 0.8 
    LOAD COMB 9 GENERATED AISC PUBLIC 5
    1 1.2 4 0.8 
    LOAD COMB 10 GENERATED AISC PUBLIC 6
    1 1.2 2 0.5 3 1.6 
    LOAD COMB 11 GENERATED AISC PUBLIC 7
    1 1.2 2 0.5 4 1.6 
    LOAD COMB 12 GENERATED AISC PUBLIC 8
    1 0.9 3 1.6 
    LOAD COMB 13 GENERATED AISC PUBLIC 9
    1 0.9 4 1.6 
    LOAD COMB 14 GENERATED AISC PUBLIC 10
    1 0.9 
    PERFORM ANALYSIS
    PARAMETER 1
    CODE AISC UNIFIED 2010
    CHECK CODE MEMB 48 50 139 TO 163
     
    PARAMETER 2
    CODE ALUMINUM
    ALLOY 39 MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 -
    100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 -
    129 130 132 133 135 TO 138
    CHECK CODE MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 -
    99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 -
    127 129 130 132 133 135 TO 138
    ALUMINUM TAKE OFF LIST 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    FINISH

  • DEAR SIR,

                       STAD IS NOT SHOWING THE UTILIZATION RATIO  FOR ALUMINIUM ..wHEN I SELECT GRADE 6063 T6  .WHEN I DONT SELECT THE GRADE FROM DEFINE PARAMETER THEN STAD SHOWS BUT GIVE ME WARNING THAT VALUE OF E IS NOT SEEMS CORRECT

    STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 21-Aug-16
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 -0.57 0 0; 2 -0.57 0 3; 45 -0.57 0 0.69; 66 3.93 0 0.69; 68 -0.07 0 0.69;
    69 -0.07 -3.268 0.69; 70 3.43 0 0.69; 71 3.43 -3.268 0.69; 72 -0.374 0 0;
    73 -0.374 0 3; 74 -0.374 0 0.69; 75 -0.178 0 0; 76 -0.178 0 3;
    77 -0.178 0 0.69; 78 0.018 0 0; 79 0.018 0 3; 80 0.018 0 0.69; 81 0.214 0 0;
    82 0.214 0 3; 83 0.214 0 0.69; 84 0.41 0 0; 85 0.41 0 3; 86 0.41 0 0.69;
    87 0.606 0 0; 88 0.606 0 3; 89 0.606 0 0.69; 90 0.802 0 0; 91 0.802 0 3;
    92 0.802 0 0.69; 93 0.998 0 0; 94 0.998 0 3; 95 0.998 0 0.69; 96 1.194 0 0;
    97 1.194 0 3; 98 1.194 0 0.69; 99 1.39 0 0; 100 1.39 0 3; 101 1.39 0 0.69;
    102 1.586 0 0; 103 1.586 0 3; 104 1.586 0 0.69; 105 1.782 0 0; 106 1.782 0 3;
    107 1.782 0 0.69; 108 1.978 0 0; 109 1.978 0 3; 110 1.978 0 0.69;
    111 2.174 0 0; 112 2.174 0 3; 113 2.174 0 0.69; 114 2.37 0 0; 115 2.37 0 3;
    116 2.37 0 0.69; 117 2.566 0 0; 118 2.566 0 3; 119 2.566 0 0.69; 120 2.762 0 0;
    121 2.762 0 3; 122 2.762 0 0.69; 123 2.958 0 0; 124 2.958 0 3;
    125 2.958 0 0.69; 126 3.154 0 0; 127 3.154 0 3; 128 3.154 0 0.69; 129 3.35 0 0;
    130 3.35 0 3; 131 3.35 0 0.69; 132 3.546 0 0; 133 3.546 0 3; 134 3.546 0 0.69;
    135 3.742 0 0; 136 3.742 0 3; 137 3.742 0 0.69; 138 3.93 0 0; 139 3.93 0 3;
    MEMBER INCIDENCES
    1 1 45; 23 45 2; 48 68 69; 50 70 71; 72 72 74; 73 74 73; 75 75 77; 76 77 76;
    78 78 80; 79 80 79; 81 81 83; 82 83 82; 84 84 86; 85 86 85; 87 87 89; 88 89 88;
    90 90 92; 91 92 91; 93 93 95; 94 95 94; 96 96 98; 97 98 97; 99 99 101;
    100 101 100; 102 102 104; 103 104 103; 105 105 107; 106 107 106; 108 108 110;
    109 110 109; 111 111 113; 112 113 112; 114 114 116; 115 116 115; 117 117 119;
    118 119 118; 120 120 122; 121 122 121; 123 123 125; 124 125 124; 126 126 128;
    127 128 127; 129 129 131; 130 131 130; 132 132 134; 133 134 133; 135 135 137;
    136 137 136; 137 138 66; 138 66 139; 139 45 74; 140 137 66; 141 134 137;
    142 70 134; 143 131 70; 144 128 131; 145 125 128; 146 122 125; 147 119 122;
    148 116 119; 149 113 116; 150 110 113; 151 107 110; 152 104 107; 153 101 104;
    154 98 101; 155 95 98; 156 92 95; 157 89 92; 158 86 89; 159 83 86; 160 80 83;
    161 68 80; 162 77 68; 163 74 77;
    MEMBER PROPERTY BRITISH
    139 TO 163 TABLE ST TUB2002008.0
    48 50 TABLE ST PIP1683.6
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 TABLE ST TUBE TH 0.006 WT 0.06 DT 0.2
    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
    ISOTROPIC ALUMINUM
    E 6.89476e+007
    POISSON 0.33
    DENSITY 26.6018
    ALPHA 2.3e-005
    DAMP 0.03
    END DEFINE MATERIAL
    CONSTANTS
    MATERIAL STEEL MEMB 48 50 139 TO 163
    MATERIAL ALUMINUM MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    SUPPORTS
    69 71 FIXED
    LOAD 1 LOADTYPE Dead TITLE DL
    SELFWEIGHT Y -1
    LOAD 2 LOADTYPE Live TITLE LL
    MEMBER LOAD
    139 TO 163 UNI GY -0.4
    **
    **
    **
    LOAD 3 LOADTYPE Wind TITLE WL(+Z-90DEG)
    MEMBER LOAD
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 UNI GY 0.24
    ***WALL***
    ***WINDWARD**
    **
    LOAD 4 LOADTYPE Wind TITLE WL(+X)
    MEMBER LOAD
    1 23 UNI GX 0.2
    LOAD COMB 5 GENERATED AISC PUBLIC 1
    1 1.4
    LOAD COMB 6 GENERATED AISC PUBLIC 2
    1 1.2 2 1.6
    LOAD COMB 7 GENERATED AISC PUBLIC 3
    1 1.2 2 0.5
    LOAD COMB 8 GENERATED AISC PUBLIC 4
    1 1.2 3 0.8
    LOAD COMB 9 GENERATED AISC PUBLIC 5
    1 1.2 4 0.8
    LOAD COMB 10 GENERATED AISC PUBLIC 6
    1 1.2 2 0.5 3 1.6
    LOAD COMB 11 GENERATED AISC PUBLIC 7
    1 1.2 2 0.5 4 1.6
    LOAD COMB 12 GENERATED AISC PUBLIC 8
    1 0.9 3 1.6
    LOAD COMB 13 GENERATED AISC PUBLIC 9
    1 0.9 4 1.6
    LOAD COMB 14 GENERATED AISC PUBLIC 10
    1 0.9
    PERFORM ANALYSIS
    PARAMETER 1
    CODE AISC UNIFIED 2010
    CHECK CODE MEMB 48 50 139 TO 163

    PARAMETER 2
    CODE ALUMINUM
    ALLOY 39 MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 -
    100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 -
    129 130 132 133 135 TO 138
    CHECK CODE MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 -
    99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 -
    127 129 130 132 133 135 TO 138
    ALUMINUM TAKE OFF LIST 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    FINISH

  • STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 21-Aug-16
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 -0.57 0 0; 2 -0.57 0 3; 45 -0.57 0 0.69; 66 3.93 0 0.69; 68 -0.07 0 0.69;
    69 -0.07 -3.268 0.69; 70 3.43 0 0.69; 71 3.43 -3.268 0.69; 72 -0.374 0 0;
    73 -0.374 0 3; 74 -0.374 0 0.69; 75 -0.178 0 0; 76 -0.178 0 3;
    77 -0.178 0 0.69; 78 0.018 0 0; 79 0.018 0 3; 80 0.018 0 0.69; 81 0.214 0 0;
    82 0.214 0 3; 83 0.214 0 0.69; 84 0.41 0 0; 85 0.41 0 3; 86 0.41 0 0.69;
    87 0.606 0 0; 88 0.606 0 3; 89 0.606 0 0.69; 90 0.802 0 0; 91 0.802 0 3;
    92 0.802 0 0.69; 93 0.998 0 0; 94 0.998 0 3; 95 0.998 0 0.69; 96 1.194 0 0;
    97 1.194 0 3; 98 1.194 0 0.69; 99 1.39 0 0; 100 1.39 0 3; 101 1.39 0 0.69;
    102 1.586 0 0; 103 1.586 0 3; 104 1.586 0 0.69; 105 1.782 0 0; 106 1.782 0 3;
    107 1.782 0 0.69; 108 1.978 0 0; 109 1.978 0 3; 110 1.978 0 0.69;
    111 2.174 0 0; 112 2.174 0 3; 113 2.174 0 0.69; 114 2.37 0 0; 115 2.37 0 3;
    116 2.37 0 0.69; 117 2.566 0 0; 118 2.566 0 3; 119 2.566 0 0.69; 120 2.762 0 0;
    121 2.762 0 3; 122 2.762 0 0.69; 123 2.958 0 0; 124 2.958 0 3;
    125 2.958 0 0.69; 126 3.154 0 0; 127 3.154 0 3; 128 3.154 0 0.69; 129 3.35 0 0;
    130 3.35 0 3; 131 3.35 0 0.69; 132 3.546 0 0; 133 3.546 0 3; 134 3.546 0 0.69;
    135 3.742 0 0; 136 3.742 0 3; 137 3.742 0 0.69; 138 3.93 0 0; 139 3.93 0 3;
    MEMBER INCIDENCES
    1 1 45; 23 45 2; 48 68 69; 50 70 71; 72 72 74; 73 74 73; 75 75 77; 76 77 76;
    78 78 80; 79 80 79; 81 81 83; 82 83 82; 84 84 86; 85 86 85; 87 87 89; 88 89 88;
    90 90 92; 91 92 91; 93 93 95; 94 95 94; 96 96 98; 97 98 97; 99 99 101;
    100 101 100; 102 102 104; 103 104 103; 105 105 107; 106 107 106; 108 108 110;
    109 110 109; 111 111 113; 112 113 112; 114 114 116; 115 116 115; 117 117 119;
    118 119 118; 120 120 122; 121 122 121; 123 123 125; 124 125 124; 126 126 128;
    127 128 127; 129 129 131; 130 131 130; 132 132 134; 133 134 133; 135 135 137;
    136 137 136; 137 138 66; 138 66 139; 139 45 74; 140 137 66; 141 134 137;
    142 70 134; 143 131 70; 144 128 131; 145 125 128; 146 122 125; 147 119 122;
    148 116 119; 149 113 116; 150 110 113; 151 107 110; 152 104 107; 153 101 104;
    154 98 101; 155 95 98; 156 92 95; 157 89 92; 158 86 89; 159 83 86; 160 80 83;
    161 68 80; 162 77 68; 163 74 77;
    MEMBER PROPERTY BRITISH
    139 TO 163 TABLE ST TUB2002008.0
    48 50 TABLE ST PIP1683.6
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 TABLE ST TUBE TH 0.006 WT 0.06 DT 0.2
    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
    ISOTROPIC ALUMINUM
    E 6.89476e+007
    POISSON 0.33
    DENSITY 26.6018
    ALPHA 2.3e-005
    DAMP 0.03
    END DEFINE MATERIAL
    CONSTANTS
    MATERIAL STEEL MEMB 48 50 139 TO 163
    MATERIAL ALUMINUM MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    SUPPORTS
    69 71 FIXED
    LOAD 1 LOADTYPE Dead  TITLE DL
    SELFWEIGHT Y -1 
    LOAD 2 LOADTYPE Live  TITLE LL
    MEMBER LOAD
    139 TO 163 UNI GY -0.4
    **
    **
    **
    LOAD 3 LOADTYPE Wind  TITLE WL(+Z-90DEG)
    MEMBER LOAD
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 UNI GY 0.24
    ***WALL***
    ***WINDWARD**
    **
    LOAD 4 LOADTYPE Wind  TITLE WL(+X)
    MEMBER LOAD
    1 23 UNI GX 0.2
    LOAD COMB 5 GENERATED AISC PUBLIC 1
    1 1.4 
    LOAD COMB 6 GENERATED AISC PUBLIC 2
    1 1.2 2 1.6 
    LOAD COMB 7 GENERATED AISC PUBLIC 3
    1 1.2 2 0.5 
    LOAD COMB 8 GENERATED AISC PUBLIC 4
    1 1.2 3 0.8 
    LOAD COMB 9 GENERATED AISC PUBLIC 5
    1 1.2 4 0.8 
    LOAD COMB 10 GENERATED AISC PUBLIC 6
    1 1.2 2 0.5 3 1.6 
    LOAD COMB 11 GENERATED AISC PUBLIC 7
    1 1.2 2 0.5 4 1.6 
    LOAD COMB 12 GENERATED AISC PUBLIC 8
    1 0.9 3 1.6 
    LOAD COMB 13 GENERATED AISC PUBLIC 9
    1 0.9 4 1.6 
    LOAD COMB 14 GENERATED AISC PUBLIC 10
    1 0.9 
    PERFORM ANALYSIS
    PARAMETER 1
    CODE AISC UNIFIED 2010
    CHECK CODE MEMB 48 50 139 TO 163
     
    PARAMETER 2
    CODE ALUMINUM
    ALLOY 39 MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 -
    100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 -
    129 130 132 133 135 TO 138
    CHECK CODE MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 -
    99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 -
    127 129 130 132 133 135 TO 138
    ALUMINUM TAKE OFF LIST 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    FINISHSTAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 21-Aug-16
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 -0.57 0 0; 2 -0.57 0 3; 45 -0.57 0 0.69; 66 3.93 0 0.69; 68 -0.07 0 0.69;
    69 -0.07 -3.268 0.69; 70 3.43 0 0.69; 71 3.43 -3.268 0.69; 72 -0.374 0 0;
    73 -0.374 0 3; 74 -0.374 0 0.69; 75 -0.178 0 0; 76 -0.178 0 3;
    77 -0.178 0 0.69; 78 0.018 0 0; 79 0.018 0 3; 80 0.018 0 0.69; 81 0.214 0 0;
    82 0.214 0 3; 83 0.214 0 0.69; 84 0.41 0 0; 85 0.41 0 3; 86 0.41 0 0.69;
    87 0.606 0 0; 88 0.606 0 3; 89 0.606 0 0.69; 90 0.802 0 0; 91 0.802 0 3;
    92 0.802 0 0.69; 93 0.998 0 0; 94 0.998 0 3; 95 0.998 0 0.69; 96 1.194 0 0;
    97 1.194 0 3; 98 1.194 0 0.69; 99 1.39 0 0; 100 1.39 0 3; 101 1.39 0 0.69;
    102 1.586 0 0; 103 1.586 0 3; 104 1.586 0 0.69; 105 1.782 0 0; 106 1.782 0 3;
    107 1.782 0 0.69; 108 1.978 0 0; 109 1.978 0 3; 110 1.978 0 0.69;
    111 2.174 0 0; 112 2.174 0 3; 113 2.174 0 0.69; 114 2.37 0 0; 115 2.37 0 3;
    116 2.37 0 0.69; 117 2.566 0 0; 118 2.566 0 3; 119 2.566 0 0.69; 120 2.762 0 0;
    121 2.762 0 3; 122 2.762 0 0.69; 123 2.958 0 0; 124 2.958 0 3;
    125 2.958 0 0.69; 126 3.154 0 0; 127 3.154 0 3; 128 3.154 0 0.69; 129 3.35 0 0;
    130 3.35 0 3; 131 3.35 0 0.69; 132 3.546 0 0; 133 3.546 0 3; 134 3.546 0 0.69;
    135 3.742 0 0; 136 3.742 0 3; 137 3.742 0 0.69; 138 3.93 0 0; 139 3.93 0 3;
    MEMBER INCIDENCES
    1 1 45; 23 45 2; 48 68 69; 50 70 71; 72 72 74; 73 74 73; 75 75 77; 76 77 76;
    78 78 80; 79 80 79; 81 81 83; 82 83 82; 84 84 86; 85 86 85; 87 87 89; 88 89 88;
    90 90 92; 91 92 91; 93 93 95; 94 95 94; 96 96 98; 97 98 97; 99 99 101;
    100 101 100; 102 102 104; 103 104 103; 105 105 107; 106 107 106; 108 108 110;
    109 110 109; 111 111 113; 112 113 112; 114 114 116; 115 116 115; 117 117 119;
    118 119 118; 120 120 122; 121 122 121; 123 123 125; 124 125 124; 126 126 128;
    127 128 127; 129 129 131; 130 131 130; 132 132 134; 133 134 133; 135 135 137;
    136 137 136; 137 138 66; 138 66 139; 139 45 74; 140 137 66; 141 134 137;
    142 70 134; 143 131 70; 144 128 131; 145 125 128; 146 122 125; 147 119 122;
    148 116 119; 149 113 116; 150 110 113; 151 107 110; 152 104 107; 153 101 104;
    154 98 101; 155 95 98; 156 92 95; 157 89 92; 158 86 89; 159 83 86; 160 80 83;
    161 68 80; 162 77 68; 163 74 77;
    MEMBER PROPERTY BRITISH
    139 TO 163 TABLE ST TUB2002008.0
    48 50 TABLE ST PIP1683.6
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 TABLE ST TUBE TH 0.006 WT 0.06 DT 0.2
    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
    ISOTROPIC ALUMINUM
    E 6.89476e+007
    POISSON 0.33
    DENSITY 26.6018
    ALPHA 2.3e-005
    DAMP 0.03
    END DEFINE MATERIAL
    CONSTANTS
    MATERIAL STEEL MEMB 48 50 139 TO 163
    MATERIAL ALUMINUM MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    SUPPORTS
    69 71 FIXED
    LOAD 1 LOADTYPE Dead  TITLE DL
    SELFWEIGHT Y -1 
    LOAD 2 LOADTYPE Live  TITLE LL
    MEMBER LOAD
    139 TO 163 UNI GY -0.4
    **
    **
    **
    LOAD 3 LOADTYPE Wind  TITLE WL(+Z-90DEG)
    MEMBER LOAD
    1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 100 102 103 -
    105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 129 130 132 -
    133 135 TO 138 UNI GY 0.24
    ***WALL***
    ***WINDWARD**
    **
    LOAD 4 LOADTYPE Wind  TITLE WL(+X)
    MEMBER LOAD
    1 23 UNI GX 0.2
    LOAD COMB 5 GENERATED AISC PUBLIC 1
    1 1.4 
    LOAD COMB 6 GENERATED AISC PUBLIC 2
    1 1.2 2 1.6 
    LOAD COMB 7 GENERATED AISC PUBLIC 3
    1 1.2 2 0.5 
    LOAD COMB 8 GENERATED AISC PUBLIC 4
    1 1.2 3 0.8 
    LOAD COMB 9 GENERATED AISC PUBLIC 5
    1 1.2 4 0.8 
    LOAD COMB 10 GENERATED AISC PUBLIC 6
    1 1.2 2 0.5 3 1.6 
    LOAD COMB 11 GENERATED AISC PUBLIC 7
    1 1.2 2 0.5 4 1.6 
    LOAD COMB 12 GENERATED AISC PUBLIC 8
    1 0.9 3 1.6 
    LOAD COMB 13 GENERATED AISC PUBLIC 9
    1 0.9 4 1.6 
    LOAD COMB 14 GENERATED AISC PUBLIC 10
    1 0.9 
    PERFORM ANALYSIS
    PARAMETER 1
    CODE AISC UNIFIED 2010
    CHECK CODE MEMB 48 50 139 TO 163
     
    PARAMETER 2
    CODE ALUMINUM
    ALLOY 39 MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 99 -
    100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 127 -
    129 130 132 133 135 TO 138
    CHECK CODE MEMB 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 96 97 -
    99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 124 126 -
    127 129 130 132 133 135 TO 138
    ALUMINUM TAKE OFF LIST 1 23 72 73 75 76 78 79 81 82 84 85 87 88 90 91 93 94 -
    96 97 99 100 102 103 105 106 108 109 111 112 114 115 117 118 120 121 123 -
    124 126 127 129 130 132 133 135 TO 138
    FINISH

    STAD IS NOT SHOWING THE UTILIZATION RATIO FOR ALUMINIUM

  • Dear User,

    Please note STAAD does not support user defined built-up sections for aluminum design. Please use any section available in staad library for aluminum design. Also use "product " parameter under aluminum design.

    Thanks & Regards,
    Abhisek Mandal
    Global Technical Support