When I am using RCDC to design the project, there is something wrong with my output. Same failure and output even though I changed my loadings.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Jan-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.4 0 0; 3 10.8 0 0; 4 0 1.8 0; 5 5.4 1.8 0; 6 10.8 1.8 0;
7 0 0 2.4; 8 5.4 0 2.4; 9 10.8 0 2.4; 10 0 1.8 2.4; 11 5.4 1.8 2.4;
12 10.8 1.8 2.4; 13 0 0 6.9; 14 5.4 0 6.9; 15 10.8 0 6.9; 16 0 1.8 6.9;
17 5.4 1.8 6.9; 18 10.8 1.8 6.9; 19 0 0 8.6; 20 5.4 0 8.6; 22 0 1.8 8.6;
23 5.4 1.8 8.6; 25 0 5.3 0; 26 5.4 5.3 0; 27 10.8 5.3 0; 28 0 5.3 2.4;
29 5.4 5.3 2.4; 30 10.8 5.3 2.4; 31 0 5.3 6.9; 32 5.4 5.3 6.9; 33 10.8 5.3 6.9;
34 0 5.3 8.6; 35 5.4 5.3 8.6; 37 10.8 5.3 3.725; 41 2.2 5.3 0; 42 2.2 5.3 2.4;
43 2.2 5.3 6.9; 44 2.2 5.3 8.6; 45 4.2 5.3 0; 46 4.2 5.3 2.4; 47 4.2 5.3 6.9;
48 4.2 5.3 8.6; 49 6.6 5.3 0; 50 6.6 5.3 2.4; 51 6.6 5.3 6.9; 53 8.6 5.3 0;
54 8.6 5.3 2.4; 55 8.6 5.3 6.9; 57 0 8.6 0; 58 5.4 8.6 0; 59 10.8 8.6 0;
60 0 8.6 2.4; 61 5.4 8.6 2.4; 62 10.8 8.6 2.4; 63 0 8.6 6.9; 64 5.4 8.6 6.9;
65 10.8 8.6 6.9; 66 0 8.6 8.6; 67 5.4 8.6 8.6; 68 0 11.9 0; 69 5.4 11.9 0;
70 10.8 11.9 0; 71 0 11.9 2.4; 72 5.4 11.9 2.4; 73 10.8 11.9 2.4;
74 0 11.9 6.9; 75 5.4 11.9 6.9; 76 10.8 11.9 6.9; 77 0 11.9 8.6;
78 5.4 11.9 8.6; 80 10.8 8.6 3.725; 84 2.2 8.6 0; 85 2.2 8.6 2.4;
86 2.2 8.6 6.9; 87 2.2 8.6 8.6; 88 4.2 8.6 0; 89 4.2 8.6 2.4; 90 4.2 8.6 6.9;
91 4.2 8.6 8.6; 92 6.6 8.6 0; 93 6.6 8.6 2.4; 94 6.6 8.6 6.9; 96 8.6 8.6 0;
97 8.6 8.6 2.4; 98 8.6 8.6 6.9; 101 10.8 11.9 3.725; 105 2.2 11.9 0;
106 2.2 11.9 2.4; 107 2.2 11.9 6.9; 108 2.2 11.9 8.6; 109 4.2 11.9 0;
110 4.2 11.9 2.4; 111 4.2 11.9 6.9; 112 4.2 11.9 8.6; 113 6.6 11.9 0;
114 6.6 11.9 2.4; 115 6.6 11.9 6.9; 117 8.6 11.9 0; 118 8.6 11.9 2.4;
119 8.6 11.9 6.9; 120 6.6 5.3 8.6; 121 6.6 8.6 8.6; 122 6.6 11.9 8.6;
MEMBER INCIDENCES
1 4 5; 2 5 6; 3 1 4; 4 2 5; 5 3 6; 6 10 11; 7 11 12; 8 7 10; 9 8 11; 10 9 12;
11 16 17; 12 17 18; 13 13 16; 14 14 17; 15 15 18; 16 22 23; 18 19 22; 19 20 23;
21 4 10; 22 5 11; 23 6 12; 24 10 16; 25 11 17; 26 12 18; 27 16 22; 28 17 23;
30 4 25; 31 5 26; 32 6 27; 33 10 28; 34 11 29; 35 12 30; 36 16 31; 37 17 32;
38 18 33; 39 22 34; 40 23 35; 42 25 41; 43 26 49; 44 28 42; 45 29 50; 46 31 43;
47 32 51; 48 34 44; 49 25 28; 50 26 29; 51 27 30; 52 28 31; 53 29 32; 54 30 37;
55 31 34; 56 32 35; 59 37 33; 65 41 45; 66 42 46; 67 43 47; 68 44 48; 69 41 42;
70 42 43; 71 43 44; 72 45 26; 73 46 29; 74 47 32; 75 48 35; 76 45 46; 77 46 47;
78 47 48; 79 49 53; 80 50 54; 81 51 55; 83 49 50; 84 50 51; 86 53 27; 87 54 30;
88 55 33; 90 53 54; 91 54 55; 93 25 57; 94 26 58; 95 27 59; 96 28 60; 97 29 61;
98 30 62; 99 31 63; 100 32 64; 101 33 65; 102 34 66; 103 35 67; 104 57 68;
105 58 69; 106 59 70; 107 60 71; 108 61 72; 109 62 73; 110 63 74; 111 64 75;
112 65 76; 113 66 77; 114 67 78; 115 57 84; 116 58 92; 117 60 85; 118 61 93;
119 63 86; 120 64 94; 121 66 87; 122 57 60; 123 58 61; 124 59 62; 125 60 63;
126 61 64; 127 62 80; 128 63 66; 129 64 67; 132 80 65; 138 84 88; 139 85 89;
140 86 90; 141 87 91; 142 84 85; 143 85 86; 144 86 87; 145 88 58; 146 89 61;
147 90 64; 148 91 67; 149 88 89; 150 89 90; 151 90 91; 152 92 96; 153 93 97;
154 94 98; 156 92 93; 157 93 94; 159 96 59; 160 97 62; 161 98 65; 163 96 97;
164 97 98; 166 68 105; 167 69 113; 168 71 106; 169 72 114; 170 74 107;
171 75 115; 172 77 108; 173 68 71; 174 69 72; 175 70 73; 176 71 74; 177 72 75;
178 73 101; 179 74 77; 180 75 78; 183 101 76; 189 105 109; 190 106 110;
191 107 111; 192 108 112; 193 105 106; 194 106 107; 195 107 108; 196 109 69;
197 110 72; 198 111 75; 199 112 78; 200 109 110; 201 110 111; 202 111 112;
203 113 117; 204 114 118; 205 115 119; 207 113 114; 208 114 115; 210 117 70;
211 118 73; 212 119 76; 214 117 118; 215 118 119; 216 35 120; 217 67 121;
218 78 122; 219 51 120; 220 94 121; 221 115 122;
START GROUP DEFINITION
MEMBER
_MAINCOLUMN 3 TO 5 8 TO 10 13 TO 15 30 TO 38 93 TO 101 104 TO 112
_PLANTEDCOLUMN 18 19 39 40 102 103 113 114
_TIEBEAM 1 2 6 7 11 12 16 21 TO 28
_2_MAINBEAM 42 TO 44 46 48 TO 55 59 65 TO 72 75 79 TO 81 86 TO 88 90 91 216 219
_SB2 76 TO 78 83 84
_3_MAINBEAM 115 TO 117 119 121 TO 129 132 138 TO 145 148 152 TO 154 -
159 TO 161 163 164 217 220
_SB3 149 TO 151 156 157
_RD_MAINBEAM 166 TO 168 170 172 TO 180 183 189 TO 196 199 203 TO 205 -
210 TO 212 214 215 218 221
_RDSB 200 TO 202 207 208
_SB2_MAIN 45 73
_SB3_MAIN 118 120 146 147
_RDSB_MAIN 169 171 197 198
FLOOR
_2F1 42 44 49 51 65 66 69 76 79 80 83 86 87 90
_2F2 46 48 55 67 68 71 78
_2F_1W 44 46 52 54 59 66 67 70 77 80 81 84 87 88 91
_3F1 115 117 122 124 138 139 142 149 152 153 156 159 160 163
_3F2 119 121 128 140 141 144 151 154 161
_3F_1W 117 119 125 127 132 139 140 143 150 153 154 157 160 161 164
_RD1F 166 168 173 175 189 190 193 200 203 204 207 210 211 214
_RD2F 170 172 179 191 192 195 202
_RD1W 168 170 176 178 183 190 191 194 201 204 205 208 211 212 215
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
42 TO 44 46 48 TO 56 59 65 TO 72 75 79 TO 81 86 TO 88 90 91 115 TO 117 119 -
121 TO 129 132 138 TO 145 148 152 TO 154 159 TO 161 163 164 216 217 219 -
220 PRIS YD 0.35 ZD 0.35
3 TO 5 8 TO 10 13 TO 15 30 TO 38 93 TO 101 104 TO 112 PRIS YD 0.5 ZD 0.3
18 19 39 40 102 103 113 114 PRIS YD 0.4 ZD 0.3
166 TO 168 170 172 TO 180 183 189 TO 196 199 203 TO 205 210 TO 212 214 215 -
218 221 PRIS YD 0.35 ZD 0.35
76 TO 78 83 84 149 TO 151 156 157 200 TO 202 207 208 PRIS YD 0.25 ZD 0.2
45 47 73 74 118 120 146 147 169 171 197 198 PRIS YD 0.3 ZD 0.3
MEMBER PROPERTY AMERICAN
1 2 6 7 11 12 16 21 TO 28 PRIS YD 0.35 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER RELEASE
45 73 118 120 146 147 169 171 197 198 START MZ
45 73 118 120 146 147 169 171 197 198 END MZ
SUPPORTS
1 TO 3 7 TO 9 13 TO 15 19 20 PINNED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE REF LOAD CASE 1 - DL
SELFWEIGHT Y 1 
FLOOR LOAD
_2F1 FLOAD 4.8 GY
_2F2 FLOAD 4.8 GY
_3F1 FLOAD 4.8 GY
_3F2 FLOAD 4.8 GY
_RD1F FLOAD 4.8 GY
_RD2F FLOAD 4.8 GY
ONEWAY LOAD
_2F_1W ONE 4.8 GY
_3F_1W ONE 4.8 GY
_RD1W ONE 4.8 GY
MEMBER LOAD
42 43 49 51 52 54 55 59 65 72 75 78 79 86 115 116 122 124 125 127 128 132 -
138 145 148 151 152 159 216 217 UNI GY 9
11 12 16 26 48 68 121 141 166 167 172 TO 177 179 180 189 192 196 199 200 203 -
207 210 218 221 UNI GY 3.5
22 25 28 50 53 56 69 TO 71 90 91 123 126 129 142 TO 144 163 164 219 -
220 UNI GY 8.6
1 2 21 23 24 27 UNI GY 7
MEMBER LOAD
81 88 154 161 205 212 UNI GY 8
54 59 127 132 178 183 UNI GY 6
219 TO 221 UNI GY 3
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 1.8 JOINT 4 TO 6 10 TO 12 16 TO 18 22 23
DIA 2 TYPE RIG HEI 5.3 JOINT 25 TO 35 37 41 TO 51 53 TO 55
DIA 3 TYPE RIG HEI 8.6 JOINT 57 TO 67 80 84 TO 94 96 TO 98
DIA 4 TYPE RIG HEI 11.9 JOINT 68 TO 78 101 105 TO 115 117 TO 119
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
LOAD 1 LOADTYPE Seismic  TITLE EX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 -1.0 
LOAD 4 LOADTYPE Live  TITLE LL
FLOOR LOAD
_2F1 FLOAD -1.8 GY
_2F2 FLOAD -1.8 GY
_3F1 FLOAD -1.8 GY
_3F2 FLOAD -1.8 GY
_RD1F FLOAD -1.8 GY
_RD2F FLOAD -1.8 GY
ONEWAY LOAD
_2F_1W ONE -1.8 GY
_3F_1W ONE -1.8 GY
_RD1W ONE -1.8 GY
LOAD COMB 5 1.2DL + 0.5 LL + EX
3 1.2 4 0.5 1 1.0 
LOAD COMB 6 1.2DL + 0.5 LL - EX
3 1.2 4 0.5 2 -1.0 
LOAD COMB 7 1.2DL + 0.5 LL + EZ
3 1.2 4 0.5 2 1.0 
LOAD COMB 8 1.2DL + 0.5 LL - EZ
3 1.2 4 0.5 2 -1.0 
LOAD COMB 9 0.9 DL + EX
3 0.9 1 1.0 
LOAD COMB 10 0.9 DL - EX
3 0.9 1 -1.0 
LOAD COMB 11 0.9 DL + EZ
3 0.9 2 1.0 
LOAD COMB 12 0.9 DL - EZ
3 0.9 2 -1.0 
LOAD COMB 13 GENERATED NSCP 2015 ACI-318 1
3 1.4 
LOAD COMB 14 GENERATED NSCP 2015 ACI-318 2
3 1.2 4 1.6 
LOAD COMB 15 GENERATED NSCP 2015 ACI-318 3
3 1.42 4 0.5 1 1.25 
LOAD COMB 16 GENERATED NSCP 2015 ACI-318 4
3 1.42 4 0.5 2 1.25 
LOAD COMB 17 GENERATED NSCP 2015 ACI-318 5
3 1.42 4 0.5 1 -1.25 
LOAD COMB 18 GENERATED NSCP 2015 ACI-318 6
3 1.42 4 0.5 2 -1.25 
LOAD COMB 19 GENERATED NSCP 2015 ACI-318 7
3 1.42 1 1.25 
LOAD COMB 20 GENERATED NSCP 2015 ACI-318 8
3 1.42 2 1.25 
LOAD COMB 21 GENERATED NSCP 2015 ACI-318 9
3 1.42 1 -1.25 
LOAD COMB 22 GENERATED NSCP 2015 ACI-318 10
3 1.42 2 -1.25 
LOAD COMB 23 GENERATED NSCP 2015 ACI-318 11
3 0.68 1 1.25 
LOAD COMB 24 GENERATED NSCP 2015 ACI-318 12
3 0.68 2 1.25 
LOAD COMB 25 GENERATED NSCP 2015 ACI-318 13
3 0.68 1 -1.25 
LOAD COMB 26 GENERATED NSCP 2015 ACI-318 14
3 0.68 2 -1.25 
LOAD COMB 27 GENERATED NSCP 2015 ACI-FOOTING 1
3 1.0 4 1.0 
LOAD COMB 28 GENERATED NSCP 2015 ACI-FOOTING 2
3 0.6 1 0.71 
LOAD COMB 29 GENERATED NSCP 2015 ACI-FOOTING 3
3 0.6 2 0.71 
LOAD COMB 30 GENERATED NSCP 2015 ACI-FOOTING 4
3 0.6 1 -0.71 
LOAD COMB 31 GENERATED NSCP 2015 ACI-FOOTING 5
3 0.6 2 -0.71 
LOAD COMB 32 GENERATED NSCP 2015 ACI-FOOTING 6
3 1.0 4 1.0 1 0.71 
LOAD COMB 33 GENERATED NSCP 2015 ACI-FOOTING 7
3 1.0 4 1.0 2 0.71 
LOAD COMB 34 GENERATED NSCP 2015 ACI-FOOTING 8
3 1.0 4 1.0 1 -0.71 
LOAD COMB 35 GENERATED NSCP 2015 ACI-FOOTING 9
3 1.0 4 1.0 2 -0.71 
LOAD COMB 36 DL + LL
3 1.0 4 1.0 
PERFORM ANALYSIS
LOAD LIST 5 TO 12
PRINT STORY DRIFT 0.004200
PRINT DIA CR
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
END CONCRETE DESIGN
FINISH