Greetings to ALL !
I am modelling a structure and I have to assign member release to some components. Whenever I use General / Specs / Beams / Releases, then moments are released but when I use General / Specs / Beams / Partial Moment release, the moments are not released. Can anyone help please?
I am also copying input file.
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 24-Sep-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 0 9.4 0; 3 6.6 10.2 0; 4 13.2 9.4 0; 5 13.2 0 0; 6 0.5 6.5 0;7 12.7 6.5 0; 8 0 6.5 0; 9 13.2 6.5 0; 10 0 0 6.7; 11 0 9.4 6.7;12 6.6 10.2 6.7; 13 13.2 9.4 6.7; 14 13.2 0 6.7; 15 0.5 6.5 6.7;16 12.7 6.5 6.7; 17 0 6.5 6.7; 18 13.2 6.5 6.7; 19 0 0 13.8; 20 0 9.4 13.8;21 6.6 10.2 13.8; 22 13.2 9.4 13.8; 23 13.2 0 13.8; 24 0.5 6.5 13.8;25 12.7 6.5 13.8; 26 0 6.5 13.8; 27 13.2 6.5 13.8; 28 0 0 20.8; 29 0 9.4 20.8;30 6.6 10.2 20.8; 31 13.2 9.4 20.8; 32 13.2 0 20.8; 33 0.5 6.5 20.8;34 12.7 6.5 20.8; 35 0 6.5 20.8; 36 13.2 6.5 20.8; 39 0 7.7 0; 40 13.2 7.7 0;41 0 9.4 3.35; 42 6.6 10.2 3.35; 43 13.2 9.4 3.35; 44 6.6 7.7 0;MEMBER INCIDENCES1 1 8; 2 5 9; 3 2 3; 4 4 3; 5 8 6; 6 9 7; 7 10 17; 8 14 18; 9 11 12; 10 13 12;11 17 15; 12 18 16; 13 19 26; 14 23 27; 15 20 21; 16 22 21; 17 26 24; 18 27 25;19 28 35; 20 32 36; 21 29 30; 22 31 30; 23 35 33; 24 36 34; 25 8 2; 26 17 11;27 26 20; 28 35 29; 29 9 4; 30 18 13; 31 27 22; 32 36 31; 33 2 41; 34 11 20;35 20 29; 36 3 42; 37 12 21; 38 21 30; 39 4 43; 40 13 22; 41 22 31; 46 28 26;47 19 35; 48 35 20; 49 26 29; 50 10 8; 51 1 17; 52 17 2; 53 8 11; 54 29 21;55 20 30; 56 11 3; 57 2 12; 58 4 12; 59 13 3; 60 30 22; 61 21 31; 62 32 27;63 23 36; 64 36 22; 65 27 31; 66 5 18; 67 14 9; 68 9 13; 69 18 4; 70 41 11;71 42 12; 72 43 13; 76 40 44; 77 44 39; 78 3 44; 80 13 21; 81 21 11; 82 20 12;83 12 22; 84 44 12;DEFINE 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 CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05TYPE CONCRETESTRENGTH FCU 27579END DEFINE MATERIALMEMBER PROPERTY AMERICAN1 2 19 20 TAPERED 0.266 0.005 0.566 0.15 0.00825 28 29 32 TAPERED 0.566 0.005 0.566 0.15 0.0083 4 21 22 TAPERED 0.566 0.005 0.366 0.15 0.0067 8 13 14 TAPERED 0.266 0.005 0.866 0.2 0.00826 27 30 31 TAPERED 0.866 0.005 0.866 0.2 0.0089 10 15 16 TAPERED 0.866 0.005 0.466 0.15 0.0085 6 11 12 17 18 23 24 TAPERED 0.312 0.005 0.312 0.15 0.006MEMBER PROPERTY COLDFORMED INDIAN33 TO 41 70 TO 72 TABLE ST 200ZS60X1.6MEMBER PROPERTY COLDFORMED INDIAN78 TAPERED 0.262 0.005 0.262 0.15 0.00676 77 TAPERED 0.516 0.005 0.516 0.2 0.008MEMBER PROPERTY COLDFORMED INDIAN46 TO 69 80 TO 83 PRIS YD 0.02MEMBER PROPERTY84 TAPERED 0.312 0.005 0.312 0.15 0.006CONSTANTSBETA 90 MEMB 78MATERIAL STEEL MEMB 1 TO 41 70 TO 72 76 TO 78 84MATERIAL CONCRETE MEMB 46 TO 69 80 TO 83SUPPORTS1 5 10 14 19 23 28 32 PINNEDMEMBER RELEASE76 TO 78 START MZ76 TO 78 END MZMEMBER TENSION 46 TO 69 80 TO 83DEFINE IBC 2006SS 0.364 S1 0.13 I 1 RX 3.5 RZ 3.5 SCLASS 4 TL 6SELFWEIGHT 1 MEMBER WEIGHT3 4 9 10 15 16 21 22 UNI 4.26LOAD 1 LOADTYPE Seismic TITLE EQXIBC LOAD X 1PERFORM ANALYSISCHANGELOAD 2 LOADTYPE Seismic TITLE EQX'IBC LOAD X -1PERFORM ANALYSISCHANGELOAD 3 LOADTYPE Seismic TITLE EQZIBC LOAD Z 1PERFORM ANALYSISCHANGELOAD 4 LOADTYPE Seismic TITLE EQZ'IBC LOAD Z -1LOAD 5 LOADTYPE Dead TITLE DL1SELFWEIGHT Y -1 LIST ALLMEMBER LOAD3 4 21 22 UNI GY -0.359 10 15 16 UNI GY -0.71JOINT LOAD2 4 11 13 20 22 29 31 FY -10.43 FY -8.8LOAD 6 LOADTYPE Dead TITLE DL2SELFWEIGHT Y -1 LIST ALLMEMBER LOAD3 4 21 22 UNI GY -0.719 10 15 16 UNI GY -1.42JOINT LOAD2 4 11 13 20 22 29 31 FY -10.43 FY -8.8LOAD 7 LOADTYPE Dead TITLE CLMEMBER LOAD3 4 21 22 UNI GY -1.49 10 15 16 UNI GY -2.8LOAD 8 LOADTYPE Dead TITLE LLMEMBER LOAD3 4 21 22 UNI GY -29 10 15 16 UNI GY -4LOAD 9 LOADTYPE Dead TITLE W1MEMBER LOAD25 28 UNI GX 4.77 1.2 2.93 21 UNI GY 6.35 0 23 21 UNI GY 3.8 2 4.63 21 UNI GY 2.6 4.6 6.64 22 UNI GY 0.42529 32 UNI GX 0.85 1.2 2.926 27 UNI GX 9.54 1.2 2.99 15 UNI GY 12.7 0 29 15 UNI GY 7.6 2 4.69 15 UNI GY 5.2 4.6 6.610 16 UNI GY 0.8530 31 UNI GX 1.7 1.2 2.978 UNI GZ 7.9276 77 UNI GY 11.14LOAD 10 LOADTYPE Dead TITLE W2MEMBER LOAD25 28 UNI GX 4.77 1.2 2.93 21 UNI GY 1.275 0 23 21 UNI GY 1.275 2 4.63 21 UNI GY 2.6 4.6 6.64 22 UNI GY 0.42629 32 UNI GX 0.85 1.2 2.926 27 UNI GX 9.54 1.2 2.99 15 UNI GY 2.55 0 29 15 UNI GY 2.55 2 4.69 15 UNI GY 5.2 4.6 6.610 16 UNI GY 0.85230 31 UNI GX 1.7 1.2 2.978 UNI GZ 7.9276 77 UNI GY 11.14LOAD 15 LOADTYPE Crane Hook TITLE CR-01JOINT LOAD6 15 24 33 FY -78.6 MZ -77 16 25 34 FY -37.8 MZ -7LOAD 16 LOADTYPE Crane Hook TITLE CR-02JOINT LOAD6 15 24 33 FY -78.6 MZ 77 16 25 34 FY -37.8 MZ 7LOAD 17 LOADTYPE Crane Hook TITLE CR-03JOINT LOAD6 15 24 33 FY -37.8 MZ -77 16 25 34 FY -78.6 MZ -7LOAD 18 LOADTYPE Crane Hook TITLE CR-04JOINT LOAD6 15 24 33 FY -37.8 MZ 77 16 25 34 FY -78.6 MZ 7LOAD 11 LOADTYPE Wind TITLE WLONG1MEMBER LOAD25 28 UNI GX -4.2 1.2 2.93 4 21 22 UNI GY 7.14 0 3.33 4 21 22 UNI GY 3.4 3.3 6.629 32 UNI GX 4.2 1.2 2.926 27 UNI GX -4.26 1.2 2.99 10 15 16 UNI GY 2.5530 31 UNI GX 4.26 1.2 2.978 UNI GZ 8.8776 77 UNI GY 11.5LOAD 12 LOADTYPE Wind TITLE WLONG2MEMBER LOAD25 28 UNI GX -4.2 1.2 2.93 4 21 22 UNI GY 1.229 32 UNI GX 4.2 1.2 2.926 27 UNI GX -4.26 1.2 2.99 10 15 16 UNI GY 2.5530 31 UNI GX 4.26 1.2 2.978 UNI GZ 8.8776 77 UNI GY 11.5LOAD COMB 13 COMBINATION LOAD CASE 135 1.0 7 1.0 LOAD COMB 14 COMBINATION LOAD CASE 146 1.0 7 1.0 LOAD COMB 19 COMBINATION LOAD CASE 195 1.0 7 1.0 8 1.0 LOAD COMB 20 COMBINATION LOAD CASE 206 1.0 7 1.0 8 1.0 LOAD COMB 21 COMBINATION LOAD CASE 215 1.0 7 1.0 8 0.75 LOAD COMB 22 COMBINATION LOAD CASE 226 1.0 7 1.0 8 0.75 LOAD COMB 23 COMBINATION LOAD CASE 235 0.75 7 0.75 9 0.75 LOAD COMB 24 COMBINATION LOAD CASE 245 0.75 7 0.75 10 0.75 LOAD COMB 25 COMBINATION LOAD CASE 255 0.75 7 0.75 11 0.75 LOAD COMB 26 COMBINATION LOAD CASE 265 0.75 7 0.75 12 0.75 LOAD COMB 27 COMBINATION LOAD CASE 276 0.75 7 0.75 9 0.75 LOAD COMB 28 COMBINATION LOAD CASE 286 0.75 7 0.75 10 0.75 LOAD COMB 29 COMBINATION LOAD CASE 296 0.75 7 0.75 11 0.75 LOAD COMB 30 COMBINATION LOAD CASE 306 0.75 7 0.75 12 0.75 LOAD COMB 31 COMBINATION LOAD CASE 315 0.45 9 0.75 LOAD COMB 32 COMBINATION LOAD CASE 325 0.45 10 0.75 LOAD COMB 33 COMBINATION LOAD CASE 335 0.45 11 0.75 LOAD COMB 34 COMBINATION LOAD CASE 345 0.45 12 0.75 LOAD COMB 35 COMBINATION LOAD CASE 356 0.45 9 0.75 LOAD COMB 36 COMBINATION LOAD CASE 366 0.45 10 0.75 LOAD COMB 37 COMBINATION LOAD CASE 376 0.45 11 0.75 LOAD COMB 38 COMBINATION LOAD CASE 386 0.45 12 0.75 LOAD COMB 39 COMBINATION LOAD CASE 391 0.7 5 1.0 7 1.0 LOAD COMB 40 COMBINATION LOAD CASE 402 0.7 5 1.0 7 1.0 LOAD COMB 41 COMBINATION LOAD CASE 413 0.7 5 1.0 7 1.0 LOAD COMB 42 COMBINATION LOAD CASE 424 0.7 5 1.0 7 1.0 LOAD COMB 43 COMBINATION LOAD CASE 431 0.7 6 1.0 7 1.0 LOAD COMB 44 COMBINATION LOAD CASE 442 0.7 6 1.0 7 1.0 LOAD COMB 45 COMBINATION LOAD CASE 453 0.7 6 1.0 7 1.0 LOAD COMB 46 COMBINATION LOAD CASE 464 0.7 6 1.0 7 1.0 LOAD COMB 47 COMBINATION LOAD CASE 475 1.0 7 1.0 15 1.0 LOAD COMB 48 COMBINATION LOAD CASE 485 1.0 7 1.0 16 1.0 LOAD COMB 49 COMBINATION LOAD CASE 495 1.0 7 1.0 17 1.0 LOAD COMB 50 COMBINATION LOAD CASE 505 1.0 7 1.0 18 1.0 LOAD COMB 51 COMBINATION LOAD CASE 516 1.0 7 1.0 15 1.0 LOAD COMB 52 COMBINATION LOAD CASE 526 1.0 7 1.0 16 1.0 LOAD COMB 53 COMBINATION LOAD CASE 536 1.0 7 1.0 17 1.0 LOAD COMB 54 COMBINATION LOAD CASE 546 1.0 7 1.0 18 1.0 LOAD COMB 55 COMBINATION LOAD CASE 555 1.0 7 1.0 15 0.75 LOAD COMB 56 COMBINATION LOAD CASE 565 1.0 7 1.0 16 0.75 LOAD COMB 57 COMBINATION LOAD CASE 575 1.0 7 1.0 17 0.75 LOAD COMB 58 COMBINATION LOAD CASE 585 1.0 7 1.0 18 0.75 LOAD COMB 59 COMBINATION LOAD CASE 596 1.0 7 1.0 15 0.75 LOAD COMB 60 COMBINATION LOAD CASE 606 1.0 7 1.0 16 0.75 LOAD COMB 61 COMBINATION LOAD CASE 616 1.0 7 1.0 17 0.75 LOAD COMB 62 COMBINATION LOAD CASE 626 1.0 7 1.0 18 0.75 LOAD COMB 63 COMBINATION LOAD CASE 635 1.0 7 1.0 9 0.375 15 0.56 LOAD COMB 64 COMBINATION LOAD CASE 645 1.0 7 1.0 9 0.375 16 0.56 LOAD COMB 65 COMBINATION LOAD CASE 655 1.0 7 1.0 9 0.375 17 0.56 LOAD COMB 66 COMBINATION LOAD CASE 665 1.0 7 1.0 9 0.375 18 0.56 LOAD COMB 67 COMBINATION LOAD CASE 675 1.0 7 1.0 10 0.375 15 0.56 LOAD COMB 68 COMBINATION LOAD CASE 685 1.0 7 1.0 10 0.375 16 0.56 LOAD COMB 69 COMBINATION LOAD CASE 695 1.0 7 1.0 10 0.375 17 0.56 LOAD COMB 70 COMBINATION LOAD CASE 705 1.0 7 1.0 15 0.75 1 0.7 LOAD COMB 71 COMBINATION LOAD CASE 715 1.0 7 1.0 10 0.375 18 0.56 LOAD COMB 72 COMBINATION LOAD CASE 725 1.0 7 1.0 15 0.56 11 0.375 LOAD COMB 73 COMBINATION LOAD CASE 735 1.0 7 1.0 16 0.56 11 0.375 LOAD COMB 74 COMBINATION LOAD CASE 745 1.0 7 1.0 17 0.56 11 0.375 LOAD COMB 75 COMBINATION LOAD CASE 755 1.0 7 1.0 18 0.56 11 0.375 LOAD COMB 76 COMBINATION LOAD CASE 765 1.0 15 0.56 12 0.375 7 1.0 LOAD COMB 77 COMBINATION LOAD CASE 777 1.0 16 0.56 12 0.375 5 1.0 LOAD COMB 78 COMBINATION LOAD CASE 7817 0.56 12 0.375 7 1.0 5 1.0 LOAD COMB 79 COMBINATION LOAD CASE 797 1.0 18 0.56 12 0.375 5 1.0 LOAD COMB 80 COMBINATION LOAD CASE 806 1.0 7 1.0 9 0.375 15 0.56 LOAD COMB 81 COMBINATION LOAD CASE 816 1.0 7 1.0 9 0.375 16 0.56 LOAD COMB 82 COMBINATION LOAD CASE 826 1.0 7 1.0 9 0.375 17 0.56 LOAD COMB 83 COMBINATION LOAD CASE 836 1.0 7 1.0 9 0.375 18 0.56 LOAD COMB 84 COMBINATION LOAD CASE 846 1.0 7 1.0 10 0.375 15 0.56 LOAD COMB 85 COMBINATION LOAD CASE 856 1.0 7 1.0 10 0.375 16 0.56 LOAD COMB 86 COMBINATION LOAD CASE 866 1.0 7 1.0 10 0.375 17 0.56 LOAD COMB 87 COMBINATION LOAD CASE 876 1.0 7 1.0 10 0.375 18 0.56 LOAD COMB 88 COMBINATION LOAD CASE 886 1.0 7 1.0 15 0.56 11 0.375 LOAD COMB 89 COMBINATION LOAD CASE 896 1.0 7 1.0 16 0.56 11 0.375 LOAD COMB 90 COMBINATION LOAD CASE 906 1.0 7 1.0 17 0.56 11 0.375 LOAD COMB 91 COMBINATION LOAD CASE 916 1.0 7 1.0 18 0.56 11 0.375 LOAD COMB 92 COMBINATION LOAD CASE 926 1.0 15 0.56 12 0.375 7 1.0 LOAD COMB 93 COMBINATION LOAD CASE 936 1.0 16 0.56 12 0.375 5 1.0 LOAD COMB 94 COMBINATION LOAD CASE 9417 0.56 12 0.375 7 1.0 6 1.0 LOAD COMB 95 COMBINATION LOAD CASE 957 1.0 18 0.56 12 0.375 6 1.0 LOAD COMB 96 COMBINATION LOAD CASE 961 0.7 5 1.0 7 1.0 15 0.75 LOAD COMB 97 COMBINATION LOAD CASE 971 0.7 5 1.0 7 1.0 16 0.75 LOAD COMB 98 COMBINATION LOAD CASE 981 0.7 5 1.0 7 1.0 17 0.75 LOAD COMB 99 COMBINATION LOAD CASE 991 0.7 5 1.0 7 1.0 18 0.75 LOAD COMB 100 COMBINATION LOAD CASE 1002 0.7 5 1.0 7 1.0 15 0.75 LOAD COMB 101 COMBINATION LOAD CASE 1012 0.7 5 1.0 7 1.0 16 0.75 LOAD COMB 102 COMBINATION LOAD CASE 1022 0.7 5 1.0 7 1.0 17 0.75 LOAD COMB 103 COMBINATION LOAD CASE 1032 0.7 5 1.0 7 1.0 18 0.75 LOAD COMB 104 COMBINATION LOAD CASE 1043 0.7 5 1.0 7 1.0 15 0.75 LOAD COMB 105 COMBINATION LOAD CASE 1053 0.7 5 1.0 7 1.0 16 0.75 LOAD COMB 106 COMBINATION LOAD CASE 1063 0.7 5 1.0 7 1.0 17 0.75 LOAD COMB 107 COMBINATION LOAD CASE 1073 0.7 5 1.0 7 1.0 18 0.75 LOAD COMB 108 COMBINATION LOAD CASE 1084 0.7 5 1.0 7 1.0 15 0.75 LOAD COMB 109 COMBINATION LOAD CASE 1094 0.7 5 1.0 7 1.0 16 0.75 LOAD COMB 110 COMBINATION LOAD CASE 1104 0.7 5 1.0 7 1.0 17 0.75 LOAD COMB 111 COMBINATION LOAD CASE 1114 0.7 5 1.0 7 1.0 18 0.75 LOAD COMB 112 COMBINATION LOAD CASE 1121 0.7 6 1.0 7 1.0 15 0.75 LOAD COMB 113 COMBINATION LOAD CASE 1131 0.7 6 1.0 7 1.0 16 0.75 LOAD COMB 114 COMBINATION LOAD CASE 1141 0.7 6 1.0 7 1.0 17 0.75 LOAD COMB 115 COMBINATION LOAD CASE 1151 0.7 6 1.0 7 1.0 18 0.75 LOAD COMB 116 COMBINATION LOAD CASE 1162 0.7 6 1.0 7 1.0 15 0.75 LOAD COMB 117 COMBINATION LOAD CASE 1172 0.7 6 1.0 7 1.0 16 0.75 LOAD COMB 118 COMBINATION LOAD CASE 1182 0.7 6 1.0 7 1.0 17 0.75 LOAD COMB 119 COMBINATION LOAD CASE 1192 0.7 6 1.0 7 1.0 18 0.75 LOAD COMB 120 COMBINATION LOAD CASE 1203 0.7 6 1.0 7 1.0 15 0.75 LOAD COMB 121 COMBINATION LOAD CASE 1213 0.7 6 1.0 7 1.0 16 0.75 LOAD COMB 122 COMBINATION LOAD CASE 1223 0.7 6 1.0 7 1.0 17 0.75 LOAD COMB 123 COMBINATION LOAD CASE 1233 0.7 6 1.0 7 1.0 18 0.75 LOAD COMB 124 COMBINATION LOAD CASE 1244 0.7 6 1.0 7 1.0 15 0.75 LOAD COMB 125 COMBINATION LOAD CASE 1254 0.7 6 1.0 7 1.0 16 0.75 LOAD COMB 126 COMBINATION LOAD CASE 1264 0.7 6 1.0 7 1.0 17 0.75 LOAD COMB 127 COMBINATION LOAD CASE 1274 0.7 6 1.0 7 1.0 18 0.75 PERFORM ANALYSISCHANGEPERFORM ANALYSIS PRINT ALLLOAD LIST ALLPARAMETER 1CODE AISC UNIFIED 2005FYLD 345000 MEMB 1 TO 41 70 TO 72LY 3 MEMB 3 4 9 10 15 16 21 22MAIN 200 MEMB 1 2 7 8 13 14 19 20 25 TO 32METHOD ASDSTP 2 MEMB 1 TO 32TMAIN 300 MEMB 3 4 9 10 15 16 21 22TRACK 2 MEMB 1 TO 41 46 TO 72UNB 3 MEMB 3 4 9 10 15 16 21 22UNT 1.5 MEMB 3 4 9 10 15 16 21 22CHECK CODE MEMB 1 TO 32 76 TO 78 84PARAMETER 2CODE AISC UNIFIED 2005STEEL MEMBER TAKE OFF LIST 1 TO 32 76 TO 78 84PARAMETER 3CODE AISC UNIFIED 2005STEEL TAKE OFF LIST 1 TO 32 76 TO 78 84FINISH
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