Hi, I recently just started using staad and this error message " NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED." is shown. Can you suggest some solutions?
Thank you! :)
This is the output file.
STAAD SPACE DXF IMPORT OF ERXNEWEST.DXFSTART JOB INFORMATIONENGINEER DATE 21-Feb-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 4 0; 2 4 4 0; 3 8 4 0; 4 12 4 0; 5 16 4 0; 6 0 4 -3; 7 4 4 -3; 8 8 4 -3;9 12 4 -3; 10 16 4 -3; 11 0 4 -7; 12 4 4 -7; 13 8 4 -7; 14 12 4 -7; 15 16 4 -7;16 0 4 -10; 17 4 4 -10; 18 8 4 -10; 19 12 4 -10; 20 16 4 -10; 21 4 7 0;22 8 7 0; 23 12 7 0; 24 4 7 -3; 25 8 7 -3; 26 12 7 -3; 27 0 7 -3; 28 16 7 -3;29 0 7 -7; 30 4 7 -7; 31 8 7 -7; 32 12 7 -7; 33 16 7 -7; 34 0 7 -10;35 4 7 -10; 36 8 7 -10; 37 12 7 -10; 38 16 7 -10; 39 0 0 -10; 40 0 0 -7;41 0 0 -3; 42 0 0 0; 43 4 0 -10; 44 4 0 -7; 45 4 0 -3; 46 4 0 0; 47 8 0 -10;48 8 0 -7; 49 8 0 -3; 50 8 0 0; 51 12 0 0; 52 12 0 -3; 53 12 0 -7; 54 12 0 -10;55 16 0 0; 56 16 0 -3; 57 16 0 -7; 58 16 0 -10;MEMBER INCIDENCES1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 2 7; 7 3 8; 8 4 9; 9 5 10; 10 6 7; 11 7 8;12 8 9; 13 9 10; 14 6 11; 15 7 12; 16 8 13; 17 9 14; 18 10 15; 19 11 12;20 12 13; 21 13 14; 22 14 15; 23 11 16; 24 12 17; 25 13 18; 26 14 19; 27 15 20;28 16 17; 29 17 18; 30 18 19; 31 19 20; 32 21 22; 33 22 23; 34 21 24; 35 22 25;36 23 26; 37 27 24; 38 24 25; 39 25 26; 40 26 28; 41 27 29; 42 24 30; 43 25 31;44 26 32; 45 28 33; 46 29 30; 47 30 31; 48 31 32; 49 32 33; 50 29 34; 51 30 35;52 31 36; 53 32 37; 54 33 38; 55 34 35; 56 35 36; 57 36 37; 58 37 38; 59 16 39;60 34 16; 61 11 40; 62 6 41; 63 1 42; 64 43 17; 65 44 12; 66 45 7; 67 2 46;68 47 18; 69 48 13; 70 49 8; 71 50 3; 72 51 4; 73 52 9; 74 53 14; 75 54 19;76 55 5; 77 56 10; 78 15 57; 79 20 58; 80 29 11; 81 6 27; 82 17 35; 83 12 30;84 7 24; 85 2 21; 86 18 36; 87 13 31; 88 8 25; 89 3 22; 90 19 37; 91 14 32;92 9 26; 93 4 23; 94 20 38; 95 15 33; 96 10 28;START GROUP DEFINITIONFLOOR_2F1 1 2 5 TO 7 10 11 14 TO 16 19 20 24 25 29_2F2 3 4 7 TO 9 12 13 16 TO 18 21 22 25 TO 27 30 31_ROOF 32 TO 34 36 37 40 TO 42 44 TO 58END GROUP DEFINITIONDEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05TYPE CONCRETESTRENGTH FCU 27579END DEFINE MATERIALMEMBER PROPERTY AMERICAN1 TO 58 PRIS YD 0.5 ZD 0.359 TO 96 PRIS YD 0.3 ZD 0.3CONSTANTSMATERIAL CONCRETE ALLSUPPORTS39 TO 58 PINNEDSLAVE ZX MASTER 13 JOINT 1 TO 12 14 TO 20SLAVE ZX MASTER 31 JOINT 24 26 TO 30 32 TO 38DEFINE UBC LOADZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 5 NA 1 NV 1LOAD 1 LOADTYPE Seismic TITLE EQXUBC LOAD X 1PERFORM ANALYSISCHANGELOAD 2 LOADTYPE Seismic TITLE EQZUBC LOAD Z 1PERFORM ANALYSISCHANGELOAD 3 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1FLOOR LOAD_2F1 FLOAD -5 GY_2F2 FLOAD -5 GY_ROOF FLOAD -3 GYMEMBER LOAD1 TO 31 UNI GY -1315 16 20 TO 22 24 UNI GY -9.9LOAD 4 LOADTYPE Live TITLE LLFLOOR LOAD_2F1 FLOAD -2.4 GY_2F2 FLOAD -4.8 GYLOAD COMB 5 1.2DL + 1.6LL3 1.2 4 1.6 LOAD COMB 6 1.2DL + 1.0LL + 1EQX+3 1.2 4 1.0 1 1.0LOAD COMB 7 1.2DL + 1.0LL + 1EQX-3 1.2 4 1.0 1 -1.0LOAD COMB 8 1.2DL + 1.0LL + 1EQZ+3 1.2 4 1.0 1 1.0LOAD COMB 9 1.2DL + 1.0LL + 1EQZ-3 1.2 4 1.0 1 -1.0SELFWEIGHT 1FLOOR LOAD_2F1 FLOAD 5_2F2 FLOAD 5_ROOF FLOAD 3MEMBER LOAD1 TO 31 UNI GY -1315 16 20 TO 22 24 UNI GY -9.9LOAD 1 LOADTYPE DEAD TITLE DLFLOOR LOAD_2F1 FLOAD -2.4 GY_2F2 FLOAD -4.8 GYPERFORM ANALYSISFINISH
Hi Erx,
I have reviewed you model and found missing WEIGHTS in Seismic definition hence this error is displayed and the run is terminated as the program is unable to calculate for the seismic load. I have attached a picture showing the steps you need to follow to solve your problem.
Answer Verified By: Erx Bandigan