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 SPACESTART JOB INFORMATIONENGINEER DATE 21-Aug-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 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 INCIDENCES1 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 BRITISH45 TO 47 49 51 TO 70 TABLE ST TUB15015012.548 50 TABLE ST PIP1395.01 TO 44 TABLE ST TUBE TH 0.006 WT 0.06 DT 0.2DEFINE MATERIAL STARTISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03TYPE STEELSTRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2ISOTROPIC ALUMINUME 6.89476e+007POISSON 0.33DENSITY 26.6018ALPHA 2.3e-005DAMP 0.03END DEFINE MATERIALCONSTANTSMATERIAL STEEL MEMB 45 TO 70MATERIAL ALUMINUM MEMB 1 TO 44SUPPORTS69 71 FIXEDLOAD 1 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1 LOAD 2 LOADTYPE Live TITLE LLMEMBER LOAD45 TO 47 49 51 TO 70 UNI GY -0.3******LOAD 3 LOADTYPE Wind TITLE WL(+Z-90DEG)MEMBER LOAD1 TO 44 UNI GY 0.24***WALL******WINDWARD****LOAD 4 LOADTYPE Wind TITLE WL(+X)LOAD COMB 5 GENERATED AISC PUBLIC 11 1.4 LOAD COMB 6 GENERATED AISC PUBLIC 21 1.2 2 1.6 LOAD COMB 7 GENERATED AISC PUBLIC 31 1.2 2 0.5 LOAD COMB 8 GENERATED AISC PUBLIC 41 1.2 3 0.8 LOAD COMB 9 GENERATED AISC PUBLIC 51 1.2 4 0.8 LOAD COMB 10 GENERATED AISC PUBLIC 61 1.2 2 0.5 3 1.6 LOAD COMB 11 GENERATED AISC PUBLIC 71 1.2 2 0.5 4 1.6 LOAD COMB 12 GENERATED AISC PUBLIC 81 0.9 3 1.6 LOAD COMB 13 GENERATED AISC PUBLIC 91 0.9 4 1.6 LOAD COMB 14 GENERATED AISC PUBLIC 101 0.9 PERFORM ANALYSISPARAMETER 1CODE AISC UNIFIED 2010FYLD 214000 MEMB 1 TO 44FU 205000 MEMB 1 TO 44CHECK CODE ALLPARAMETER 2CODE AISC UNIFIED 2010STEEL TAKE OFF LIST ALLFINISH
Dear User,
Please use "CODE ALUMINUM" instead of "CODE AISC UNIFIED 2010" under parameter 2. Also use check code command for the members separately, i.e., Check Code Memb 1 to 44 under parameter 2 and Check Code Memb 45 to 70 under parameter 1. Also use relevant design parameters for both the cases. One more thing, in aluminium design you have to use members only from the Staad library and it doesn't support user defined built-up member. Hope this will solve your problem.
Answer Verified By: waqar fazi
In addition, you have to delete the following lines.
FYLD 214000 MEMB 1 TO 44FU 205000 MEMB 1 TO 44
Also use "PRODUCT 2 MEMB 1 TO 44" command after "Code Aluminum".
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