Why this keeps appearing, Guys?
I got the same warning for HSS Rectangle standards.Can somebody help me please.
Which code you are using? Can you please upload the STAAD model?
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 18-Jul-23END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 31 0 0; 3 0 0 3; 4 31 0 3; 5 2.5 0 0; 6 2.5 0 3; 7 28.5 0 0;8 28.5 0 3; 9 5.75 0 0; 10 5.75 0 3; 11 9 0 0; 12 9 0 3; 13 12.25 0 0;14 12.25 0 3; 15 15.5 0 0; 16 15.5 0 3; 17 18.75 0 0; 18 18.75 0 3; 19 22 0 0;20 22 0 3; 21 25.25 0 0; 22 25.25 0 3; 23 0 3 0; 24 31 3 0; 25 0 3 3;26 31 3 3; 27 2.5 3 0; 28 2.5 3 3; 29 28.5 3 0; 30 28.5 3 3; 31 5.75 3 0;32 5.75 3 3; 33 9 3 0; 34 9 3 3; 35 12.25 3 0; 36 12.25 3 3; 37 15.5 3 0;38 15.5 3 3; 39 18.75 3 0; 40 18.75 3 3; 41 22 3 0; 42 22 3 3; 43 25.25 3 0;44 25.25 3 3; 45 2.5 -0.3 0; 46 2.5 -0.3 3; 47 28.5 -0.3 0; 48 28.5 -0.3 3;53 2.5 -0.3 1.5; 54 28.5 -0.3 1.5; 67 2.5 -2.05 3; 68 2.5 -3.8 3;69 2.5 -5.55 3; 70 2.5 -2.05 0; 71 2.5 -3.8 0; 72 2.5 -5.55 0; 73 28.5 -2.05 3;74 28.5 -3.8 3; 75 28.5 -5.55 3; 76 28.5 -2.05 0; 77 28.5 -3.8 0;78 28.5 -5.55 0;MEMBER INCIDENCES1 3 6; 2 6 10; 3 10 12; 4 12 14; 5 14 16; 6 16 18; 7 18 20; 8 20 22; 9 22 8;10 8 4; 11 1 5; 12 5 9; 13 9 11; 14 11 13; 15 13 15; 16 15 17; 17 17 19;18 19 21; 19 21 7; 20 7 2; 21 1 3; 22 2 4; 23 1 23; 24 2 24; 25 3 25; 26 4 26;27 5 27; 28 6 28; 29 7 29; 30 8 30; 31 9 31; 32 10 32; 33 11 33; 34 12 34;35 13 35; 36 14 36; 37 15 37; 38 16 38; 39 17 39; 40 18 40; 41 19 41; 42 20 42;43 21 43; 44 22 44; 45 25 28; 46 28 32; 47 32 34; 48 34 36; 49 36 38; 50 38 40;51 40 42; 52 42 44; 53 44 30; 54 30 26; 55 23 27; 56 27 31; 57 31 33; 58 33 35;59 35 37; 60 37 39; 61 39 41; 62 41 43; 63 43 29; 64 29 24; 65 23 25; 66 24 26;67 16 36; 68 14 34; 69 12 32; 70 10 28; 71 6 25; 72 16 40; 73 18 42; 74 20 44;75 22 30; 76 9 27; 77 11 31; 78 13 33; 79 15 35; 80 15 39; 81 17 41; 82 19 43;83 21 29; 84 7 24; 85 5 6; 86 9 10; 87 11 12; 88 13 14; 89 15 16; 90 17 18;91 19 20; 92 21 22; 93 7 8; 94 27 28; 95 31 32; 96 33 34; 97 35 36; 98 37 38;99 39 40; 100 41 42; 101 43 44; 102 29 30; 113 5 45; 114 6 46; 115 7 47;116 8 48; 121 45 53; 122 47 54; 123 53 46; 124 54 48; 137 46 67; 138 67 68;139 68 69; 140 45 70; 141 70 71; 142 71 72; 143 48 73; 144 73 74; 145 74 75;146 47 76; 147 76 77; 148 77 78;ELEMENT INCIDENCES SHELL103 9 11 12 10; 104 11 13 14 12; 105 13 15 16 14; 106 15 17 18 16;107 17 19 20 18; 108 19 21 22 20; 109 21 7 8 22; 110 7 2 4 8; 111 3 1 5 6;112 6 5 9 10;START GROUP DEFINITIONMEMBER_300X300X7 1 TO 64 85 TO 93_200X200X5 65 TO 84 94 TO 102END GROUP DEFINITIONSTART USER TABLETABLE 1UNIT METER KNTUBE300X300X70.008204 0.3 0.3 0.007 0.000117451 0.000117451 0.000176076 0.0042 0.0042150X300X50.0044 0.15 0.3 0.005 1.80617e-05 5.29617e-05 4.15841e-05 0.0015 0.003200X200X50.0039 0.2 0.2 0.005 2.47325e-05 2.47325e-05 3.70744e-05 0.002 0.002300X200X50.0049 0.3 0.2 0.005 6.38408e-05 3.42408e-05 6.75332e-05 0.003 0.002250X250X50.0049 0.25 0.25 0.005 4.90409e-05 4.90409e-05 7.35306e-05 0.0025 0.0025300X250X50.0054 0.3 0.25 0.005 7.472e-05 5.6545e-05 9.67347e-05 0.003 0.0025150X150X50.0029 0.15 0.15 0.005 1.01742e-05 1.01742e-05 1.52431e-05 0.0015 0.0015ENDELEMENT PROPERTY103 TO 112 THICKNESS 0.15DEFINE MATERIAL STARTISOTROPIC STEEL_36_KSIE 1.99947e+08POISSON 0.3DENSITY 76.8191ALPHA 6.5e-06DAMP 0.03G 7.7221e+07TYPE STEELSTRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2ISOTROPIC STEELE 1.99947e+08POISSON 0.3DENSITY 76.8191ALPHA 6.5e-06DAMP 0.03G 7.7221e+07TYPE STEELSTRENGTH RY 1.5 RT 1.2ISOTROPIC CONCRETEE 2.17184e+07POISSON 0.17DENSITY 23.5615ALPHA 5.5e-06DAMP 0.05G 9.28137e+06TYPE CONCRETESTRENGTH FCU 27578.9END DEFINE MATERIALMEMBER PROPERTY65 TO 84 94 TO 102 UPTABLE 1 200X200X521 22 85 TO 93 UPTABLE 1 300X200X5121 TO 124 137 TO 148 PRIS YD 0.6 ZD 0.6MEMBER PROPERTY113 TO 116 PRIS AX 0.16 IX 300 IY 300 IZ 300MEMBER PROPERTY1 TO 20 23 TO 64 UPTABLE 1 300X300X7CONSTANTSMATERIAL STEEL_36_KSI MEMB 1 TO 102MATERIAL CONCRETE MEMB 103 TO 116 121 TO 124 137 TO 148SUPPORTS69 72 75 78 FIXEDMEMBER RELEASE1 TO 102 START MP 0.991 TO 102 END MP 0.99CUT OFF MODE SHAPE 75LOAD 1 LOADTYPE None TITLE DCSELFWEIGHT Y -1.1 MEMBER LOAD1 TO 20 UNI GY -0.27JOINT LOAD5 8 FX 0.747 FY -1.381 FZ -0.0081 4 FX 0.004 FY -1.541 FZ -0.72LOAD 2 LOADTYPE None TITLE PLELEMENT LOAD103 TO 112 PR GY -3.6JOINT LOAD5 8 FX 4.347 FY -8.802 FZ -0.0471 4 FX 0.746 FY -1.381 FZ -0.008LOAD 3 LOADTYPE None TITLE WS ALONG XMEMBER LOAD21 65 UNI GX 4.422 66 UNI GX 2.2LOAD 4 LOADTYPE None TITLE WS ALONG ZMEMBER LOAD11 TO 20 55 TO 64 UNI GZ 4.41 TO 10 45 TO 54 UNI GZ 2.2LOAD 5 LOADTYPE None TITLE EQXSELFWEIGHT X 1 SELFWEIGHT Y 1 SELFWEIGHT Z 1 SPECTRUM CQC X 1 ACC SCALE 9.81 DAMP 0.05 LIN0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;LOAD 6 LOADTYPE None TITLE EQZSELFWEIGHT X 1 SELFWEIGHT Y 1 SELFWEIGHT Z 1 SPECTRUM CQC Z 1 ACC SCALE 9.81 DAMP 0.05 LIN0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;LOAD COMB 7 1.25DC+1.75PL1 1.25 2 1.75 LOAD COMB 8 1.25DC+1.40WSX1 1.25 3 1.4 LOAD COMB 9 1.25DC+1.40WSZ1 1.25 4 1.4 LOAD COMB 10 1.25DC+0.50PL+1.00EQX+0.30EQZ1 1.25 2 0.5 5 1.0 6 0.3 LOAD COMB 11 1.25DC+0.50PL+0.30EQX+1.00EQZ1 1.25 2 0.5 5 0.3 6 1.0 LOAD COMB 12 1DC+1PL+0.30WSX1 1.0 2 1.0 3 0.3 LOAD COMB 13 1DC+1PL+0.30WSZ1 1.0 2 1.0 4 0.3 PERFORM ANALYSISDEFINE ENVELOPE7 TO 11 ENVELOPE 1 TYPE STRENGTH12 13 ENVELOPE 2 TYPE SERVICEABILITYEND DEFINE ENVELOPEPARAMETER 1CODE AASHTO LRFDRATIO 1 MEMB 1 TO 20 23 TO 64PARAMETER 2CODE AASHTO LRFDSELECT MEMB 1 TO 20 23 TO 64PARAMETER 3CODE AASHTO LRFDGROUP AX MEMB 1 TO 20 23 TO 64 PERFORM ANALYSISLOAD LIST ENV 1PARAMETER 4CODE AASHTO LRFDDFF 1000 MEMB 1 TO 20DJ1 1 MEMB 11 TO 20DJ2 2 MEMB 11 TO 20DJ1 3 MEMB 1 TO 10DJ2 4 MEMB 1 TO 10CHECK CODE MEMB 1 TO 20FINISH
I am using AASHTO LRFD. But the same warning with AISC
Hi Angelo,
Can you please confirm which version you are using? I have run the model in the latest version STAAD.Pro 2023 update 1 and found no such warning.
Can you please upgrade to the latest version and let me know.
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 18-Jul-23END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 31 0 0; 3 0 0 3; 4 31 0 3; 5 2.5 0 0; 6 2.5 0 3; 7 28.5 0 0;8 28.5 0 3; 9 5.75 0 0; 10 5.75 0 3; 11 9 0 0; 12 9 0 3; 13 12.25 0 0;14 12.25 0 3; 15 15.5 0 0; 16 15.5 0 3; 17 18.75 0 0; 18 18.75 0 3; 19 22 0 0;20 22 0 3; 21 25.25 0 0; 22 25.25 0 3; 23 0 3 0; 24 31 3 0; 25 0 3 3;26 31 3 3; 27 2.5 3 0; 28 2.5 3 3; 29 28.5 3 0; 30 28.5 3 3; 31 5.75 3 0;32 5.75 3 3; 33 9 3 0; 34 9 3 3; 35 12.25 3 0; 36 12.25 3 3; 37 15.5 3 0;38 15.5 3 3; 39 18.75 3 0; 40 18.75 3 3; 41 22 3 0; 42 22 3 3; 43 25.25 3 0;44 25.25 3 3; 45 2.5 -0.3 0; 46 2.5 -0.3 3; 47 28.5 -0.3 0; 48 28.5 -0.3 3;53 2.5 -0.3 1.5; 54 28.5 -0.3 1.5; 67 2.5 -2.05 3; 68 2.5 -3.8 3;69 2.5 -5.55 3; 70 2.5 -2.05 0; 71 2.5 -3.8 0; 72 2.5 -5.55 0; 73 28.5 -2.05 3;74 28.5 -3.8 3; 75 28.5 -5.55 3; 76 28.5 -2.05 0; 77 28.5 -3.8 0;78 28.5 -5.55 0;MEMBER INCIDENCES1 3 6; 2 6 10; 3 10 12; 4 12 14; 5 14 16; 6 16 18; 7 18 20; 8 20 22; 9 22 8;10 8 4; 11 1 5; 12 5 9; 13 9 11; 14 11 13; 15 13 15; 16 15 17; 17 17 19;18 19 21; 19 21 7; 20 7 2; 21 1 3; 22 2 4; 23 1 23; 24 2 24; 25 3 25; 26 4 26;27 5 27; 28 6 28; 29 7 29; 30 8 30; 31 9 31; 32 10 32; 33 11 33; 34 12 34;35 13 35; 36 14 36; 37 15 37; 38 16 38; 39 17 39; 40 18 40; 41 19 41; 42 20 42;43 21 43; 44 22 44; 45 25 28; 46 28 32; 47 32 34; 48 34 36; 49 36 38; 50 38 40;51 40 42; 52 42 44; 53 44 30; 54 30 26; 55 23 27; 56 27 31; 57 31 33; 58 33 35;59 35 37; 60 37 39; 61 39 41; 62 41 43; 63 43 29; 64 29 24; 65 23 25; 66 24 26;67 16 36; 68 14 34; 69 12 32; 70 10 28; 71 6 25; 72 16 40; 73 18 42; 74 20 44;75 22 30; 76 9 27; 77 11 31; 78 13 33; 79 15 35; 80 15 39; 81 17 41; 82 19 43;83 21 29; 84 7 24; 85 5 6; 86 9 10; 87 11 12; 88 13 14; 89 15 16; 90 17 18;91 19 20; 92 21 22; 93 7 8; 94 27 28; 95 31 32; 96 33 34; 97 35 36; 98 37 38;99 39 40; 100 41 42; 101 43 44; 102 29 30; 113 5 45; 114 6 46; 115 7 47;116 8 48; 121 45 53; 122 47 54; 123 53 46; 124 54 48; 137 46 67; 138 67 68;139 68 69; 140 45 70; 141 70 71; 142 71 72; 143 48 73; 144 73 74; 145 74 75;146 47 76; 147 76 77; 148 77 78;ELEMENT INCIDENCES SHELL103 9 11 12 10; 104 11 13 14 12; 105 13 15 16 14; 106 15 17 18 16;107 17 19 20 18; 108 19 21 22 20; 109 21 7 8 22; 110 7 2 4 8; 111 3 1 5 6;112 6 5 9 10;START GROUP DEFINITIONMEMBER_300X300X7 1 TO 64 85 TO 93_200X200X5 65 TO 84 94 TO 102END GROUP DEFINITIONSTART USER TABLETABLE 1UNIT METER KNTUBE300X300X70.008204 0.3 0.3 0.007 0.000117451 0.000117451 0.000176076 0.0042 0.0042150X300X50.0044 0.15 0.3 0.005 1.80617e-05 5.29617e-05 4.15841e-05 0.0015 0.003200X200X50.0039 0.2 0.2 0.005 2.47325e-05 2.47325e-05 3.70744e-05 0.002 0.002300X200X50.0049 0.3 0.2 0.005 6.38408e-05 3.42408e-05 6.75332e-05 0.003 0.002250X250X50.0049 0.25 0.25 0.005 4.90409e-05 4.90409e-05 7.35306e-05 0.0025 0.0025300X250X50.0054 0.3 0.25 0.005 7.472e-05 5.6545e-05 9.67347e-05 0.003 0.0025150X150X50.0029 0.15 0.15 0.005 1.01742e-05 1.01742e-05 1.52431e-05 0.0015 0.0015ENDELEMENT PROPERTY103 TO 112 THICKNESS 0.15DEFINE MATERIAL STARTISOTROPIC STEEL_36_KSIE 1.99947e+08POISSON 0.3DENSITY 76.8191ALPHA 6.5e-06DAMP 0.03G 7.7221e+07TYPE STEELSTRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2ISOTROPIC STEELE 1.99947e+08POISSON 0.3DENSITY 76.8191ALPHA 6.5e-06DAMP 0.03G 7.7221e+07TYPE STEELSTRENGTH RY 1.5 RT 1.2ISOTROPIC CONCRETEE 2.17184e+07POISSON 0.17DENSITY 23.5615ALPHA 5.5e-06DAMP 0.05G 9.28137e+06TYPE CONCRETESTRENGTH FCU 27578.9END DEFINE MATERIALMEMBER PROPERTY121 TO 124 137 TO 148 PRIS YD 0.6 ZD 0.6MEMBER PROPERTY113 TO 116 PRIS AX 0.16 IX 300 IY 300 IZ 300MEMBER PROPERTY AMERICAN1 TO 20 23 TO 64 TABLE ST HSST12X12X0.565 TO 84 94 TO 102 TABLE ST HSST8X8X0.18821 22 85 TO 93 TABLE ST HSST12X8X0.188CONSTANTSMATERIAL STEEL_36_KSI MEMB 1 TO 102MATERIAL CONCRETE MEMB 103 TO 116 121 TO 124 137 TO 148SUPPORTS69 72 75 78 FIXEDMEMBER RELEASE1 TO 102 START MP 0.991 TO 102 END MP 0.99CUT OFF MODE SHAPE 75LOAD 1 LOADTYPE None TITLE DCSELFWEIGHT Y -1.1 MEMBER LOAD1 TO 20 UNI GY -0.27JOINT LOAD5 8 FX 0.747 FY -1.381 FZ -0.0081 4 FX 0.004 FY -1.541 FZ -0.72LOAD 2 LOADTYPE None TITLE PLELEMENT LOAD103 TO 112 PR GY -3.6JOINT LOAD5 8 FX 4.347 FY -8.802 FZ -0.0471 4 FX 0.746 FY -1.381 FZ -0.008LOAD 3 LOADTYPE None TITLE WS ALONG XMEMBER LOAD21 65 UNI GX 4.422 66 UNI GX 2.2LOAD 4 LOADTYPE None TITLE WS ALONG ZMEMBER LOAD11 TO 20 55 TO 64 UNI GZ 4.41 TO 10 45 TO 54 UNI GZ 2.2LOAD 5 LOADTYPE None TITLE EQXSELFWEIGHT X 1 SELFWEIGHT Y 1 SELFWEIGHT Z 1 SPECTRUM CQC X 1 ACC SCALE 9.81 DAMP 0.05 LIN0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;LOAD 6 LOADTYPE None TITLE EQZSELFWEIGHT X 1 SELFWEIGHT Y 1 SELFWEIGHT Z 1 SPECTRUM CQC Z 1 ACC SCALE 9.81 DAMP 0.05 LIN0 0.53; 0.12 1.08; 0.6 1.08; 1 0.64; 2 0.32; 3 0.21; 4 0.16; 5 0.13;LOAD COMB 7 1.25DC+1.75PL1 1.25 2 1.75 LOAD COMB 8 1.25DC+1.40WSX1 1.25 3 1.4 LOAD COMB 9 1.25DC+1.40WSZ1 1.25 4 1.4 LOAD COMB 10 1.25DC+0.50PL+1.00EQX+0.30EQZ1 1.25 2 0.5 5 1.0 6 0.3 LOAD COMB 11 1.25DC+0.50PL+0.30EQX+1.00EQZ1 1.25 2 0.5 5 0.3 6 1.0 LOAD COMB 12 1DC+1PL+0.30WSX1 1.0 2 1.0 3 0.3 LOAD COMB 13 1DC+1PL+0.30WSZ1 1.0 2 1.0 4 0.3 PERFORM ANALYSISDEFINE ENVELOPE7 TO 11 ENVELOPE 1 TYPE STRENGTH12 13 ENVELOPE 2 TYPE SERVICEABILITYEND DEFINE ENVELOPEPARAMETER 1CODE AASHTO LRFDRATIO 1 MEMB 1 TO 20 23 TO 64PARAMETER 2CODE AASHTO LRFDSELECT MEMB 1 TO 20 23 TO 64PARAMETER 3CODE AASHTO LRFDGROUP AX MEMB 1 TO 20 23 TO 64 PERFORM ANALYSISLOAD LIST ENV 1PARAMETER 4CODE AASHTO LRFDDFF 1000 MEMB 1 TO 20DJ1 1 MEMB 11 TO 20DJ2 2 MEMB 11 TO 20DJ1 3 MEMB 1 TO 10DJ2 4 MEMB 1 TO 10CHECK CODE MEMB 1 TO 20FINISH