no error no warning but cant generate results
STAAD SPACE START JOB INFORMATION ENGINEER DATE 12-Dec-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 3.925 0 0; 3 7.85 0 0; 4 10 0 0; 5 0 2 0; 6 3.925 2 0; 7 7.85 2 0; 8 10 2 0; 9 0 5 0; 10 3.925 5 0; 11 7.85 5 0; 12 10 5 0; 13 0 7.8 0; 14 3.925 7.8 0; 15 7.85 7.8 0; 16 10 7.8 0; 17 0 0 3.4; 18 3.925 0 3.4; 19 7.85 0 3.4; 20 10 0 3.4; 21 0 2 3.4; 22 3.925 2 3.4; 23 7.85 2 3.4; 24 10 2 3.4; 25 0 5 3.4; 26 3.925 5 3.4; 27 7.85 5 3.4; 28 10 5 3.4; 29 0 7.8 3.4; 30 3.925 7.8 3.4; 31 7.85 7.8 3.4; 32 10 7.8 3.4; 33 0 0 6.8; 34 3.925 0 6.8; 35 7.85 0 6.8; 36 10 0 6.8; 37 0 2 6.8; 38 3.925 2 6.8; 39 7.85 2 6.8; 40 10 2 6.8; 41 0 5 6.8; 42 3.925 5 6.8; 43 7.85 5 6.8; 44 10 5 6.8; 45 0 7.8 6.8; 46 3.925 7.8 6.8; 47 7.85 7.8 6.8; 48 10 7.8 6.8; 57 0 5 8; 58 3.925 5 8; 59 7.85 5 8; 60 10 5 8; 61 0 7.8 8; 62 3.925 7.8 8; 63 7.85 7.8 8; 64 10 7.8 8; MEMBER INCIDENCES 1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 15 16; 10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 9 13; 19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23; 24 23 24; 25 25 26; 26 26 27; 27 27 28; 28 29 30; 29 30 31; 30 31 32; 31 17 21; 32 18 22; 33 19 23; 34 20 24; 35 21 25; 36 22 26; 37 23 27; 38 24 28; 39 25 29; 40 26 30; 41 27 31; 42 28 32; 43 37 38; 44 38 39; 45 39 40; 46 41 42; 47 42 43; 48 43 44; 49 45 46; 50 46 47; 51 47 48; 52 33 37; 53 34 38; 54 35 39; 55 36 40; 56 37 41; 57 38 42; 58 39 43; 59 40 44; 60 41 45; 61 42 46; 62 43 47; 63 44 48; 67 57 58; 68 58 59; 69 59 60; 70 61 62; 71 62 63; 72 63 64; 85 5 21; 86 6 22; 87 7 23; 88 8 24; 89 9 25; 90 10 26; 91 11 27; 92 12 28; 93 13 29; 94 14 30; 95 15 31; 96 16 32; 97 21 37; 98 22 38; 99 23 39; 100 24 40; 101 25 41; 102 26 42; 103 27 43; 104 28 44; 105 29 45; 106 30 46; 107 31 47; 108 32 48; 113 41 57; 114 42 58; 115 43 59; 116 44 60; 117 45 61; 118 46 62; 119 47 63; 120 48 64; START GROUP DEFINITION FLOOR _2F1 4 TO 6 25 TO 27 89 TO 92 _2F-2 25 26 46 47 101 TO 103 _2F-3 46 TO 48 67 TO 69 113 TO 116 _2F-41W 27 48 103 104 END GROUP DEFINITION DEFINE MATERIAL START ISOTROPIC CONCRETE E 2.17185e+007 POISSON 0.17 DENSITY 23.5616 ALPHA 1e-005 DAMP 0.05 TYPE CONCRETE STRENGTH FCU 27579 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 1 TO 63 67 TO 72 85 TO 108 113 TO 120 PRIS YD 0.35 ZD 0.25 CONSTANTS MATERIAL CONCRETE ALL SUPPORTS 1 TO 4 17 TO 20 33 TO 36 PINNED DEFINE REFERENCE LOADS LOAD R1 LOADTYPE None TITLE REF LOAD-DL FLOOR LOAD _2F1 FLOAD 4.7 GY _2F-2 FLOAD 4.7 GY _2F-3 FLOAD 4.7 GY ONEWAY LOAD _2F-41W ONE 4.7 GY MEMBER LOAD 93 105 117 UNI GY 1.67 94 106 118 UNI GY 3.34 95 107 119 UNI GY 2.58 96 108 120 UNI GY 0.91 4 TO 6 46 TO 48 89 TO 92 101 TO 104 UNI GY 7.3 1 TO 3 24 43 44 85 TO 88 97 TO 100 UNI GY 7.9 67 TO 69 113 116 UNI GY 2.98 END DEFINE REFERENCE LOADS FLOOR DIAPHRAGM DIA 1 TYPE RIG HEI 2 JOINT 5 TO 8 21 TO 24 37 TO 40 DIA 2 TYPE RIG HEI 5 JOINT 9 TO 12 25 TO 28 41 TO 44 57 TO 60 DIA 3 TYPE RIG HEI 7.8 JOINT 13 TO 16 29 TO 32 45 TO 48 61 TO 64 DEFINE UBC LOAD ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1 REFERENCE LOAD Y R1 1.0 CHECK SOFT STORY ASCE7 SELFWEIGHT Y 1 LOAD 1 LOADTYPE Seismic TITLE EX UBC LOAD X 1 DEC 1 ACC 0.05 LOAD 2 LOADTYPE Seismic TITLE EZ UBC LOAD Z 1 DEC 1 ACC 0.05 LOAD 3 LOADTYPE Dead TITLE DL REFERENCE LOAD R1 -1.0 LOAD 4 LOADTYPE Live TITLE LL FLOOR LOAD _2F1 FLOAD -6 GY _2F-2 FLOAD -6 GY _2F-3 FLOAD -6 GY ONEWAY LOAD _2F-41W ONE -6 GY MEMBER LOAD 93 105 117 UNI GY -1.18 94 106 118 UNI GY -2.36 95 107 119 UNI GY -1.82 96 108 120 UNI GY -0.65 LOAD COMB 5 GENERATED NSCP2015-1 DRIFT 1 3 1.2 4 0.5 1 1.0 LOAD COMB 6 GENERATED NSCP2015-1 DRIFT 2 3 1.2 4 0.5 2 1.0 LOAD COMB 7 GENERATED NSCP2015-1 DRIFT 3 3 1.2 4 0.5 1 -1.0 LOAD COMB 8 GENERATED NSCP2015-1 DRIFT 4 3 1.2 4 0.5 2 -1.0 LOAD COMB 9 GENERATED NSCP2015-1 DRIFT 5 3 0.9 1 1.0 LOAD COMB 10 GENERATED NSCP2015-1 DRIFT 6 3 0.9 2 1.0 LOAD COMB 11 GENERATED NSCP2015-1 DRIFT 7 3 0.9 1 -1.0 LOAD COMB 12 GENERATED NSCP2015-1 DRIFT 8 3 0.9 2 -1.0 LOAD COMB 13 GENERATED NSCP2015-1 CONCRETE 1 3 1.4 LOAD COMB 14 GENERATED NSCP2015-1 CONCRETE 2 3 1.2 4 1.6 LOAD COMB 15 GENERATED NSCP2015-1 CONCRETE 3 3 1.42 4 0.5 1 1.25 LOAD COMB 16 GENERATED NSCP2015-1 CONCRETE 4 3 1.42 4 0.5 2 1.25 LOAD COMB 17 GENERATED NSCP2015-1 CONCRETE 5 3 1.42 4 0.5 1 -1.25 LOAD COMB 18 GENERATED NSCP2015-1 CONCRETE 6 3 1.42 4 0.5 2 -1.25 LOAD COMB 19 GENERATED NSCP2015-1 CONCRETE 7 3 1.42 1 1.25 LOAD COMB 20 GENERATED NSCP2015-1 CONCRETE 8 3 1.42 2 1.25 LOAD COMB 21 GENERATED NSCP2015-1 CONCRETE 9 3 1.42 1 -1.25 LOAD COMB 22 GENERATED NSCP2015-1 CONCRETE 10 3 1.42 2 -1.25 LOAD COMB 23 GENERATED NSCP2015-1 CONCRETE 11 3 0.68 1 1.25 LOAD COMB 24 GENERATED NSCP2015-1 CONCRETE 12 3 0.68 2 1.25 LOAD COMB 25 GENERATED NSCP2015-1 CONCRETE 13 3 0.68 1 -1.25 LOAD COMB 26 GENERATED NSCP2015-1 CONCRETE 14 3 0.68 2 -1.25 LOAD COMB 27 GENERATED NSCP2015-1 ACI-FOOTING 1 3 1.0 LOAD COMB 28 GENERATED NSCP2015-1 ACI-FOOTING 2 3 0.6 1 0.71 LOAD COMB 29 GENERATED NSCP2015-1 ACI-FOOTING 3 3 0.6 2 0.71 LOAD COMB 30 GENERATED NSCP2015-1 ACI-FOOTING 4 3 0.6 1 -0.71 LOAD COMB 31 GENERATED NSCP2015-1 ACI-FOOTING 5 3 0.6 2 -0.71 LOAD COMB 32 GENERATED NSCP2015-1 ACI-FOOTING 6 3 1.0 4 1.0 1 0.71 LOAD COMB 33 GENERATED NSCP2015-1 ACI-FOOTING 7 3 1.0 4 1.0 2 0.71 LOAD COMB 34 GENERATED NSCP2015-1 ACI-FOOTING 8 3 1.0 4 1.0 1 -0.71 LOAD COMB 35 GENERATED NSCP2015-1 ACI-FOOTING 9 3 1.0 4 1.0 2 -0.71 LOAD LIST 5 TO 12 PRINT STORY DRIFT 0.004200 PRINT DIA CR PERFORM ANALYSIS FINISH