*ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES

I'm getting an error like 

*ERROR* NO UNSUPPORTED MASSES ENTERED - CHECK DENSITIES 

this while running my 3d frame structure

Why am I receiving this error? 

Code is given here.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 17-Apr-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.50521 0 0; 3 0 0 4.11481; 4 3.50521 0 4.11481; 5 7.62002 0 0;
6 7.62002 0 4.11481; 7 0 0 8.07722; 8 3.50521 0 8.07722; 9 7.62002 0 8.07722;
10 0 2.83465 0; 11 3.50521 2.83465 0; 12 0 2.83465 4.11481;
13 3.50521 2.83465 4.11481; 14 7.62002 2.83465 0; 15 7.62002 2.83465 4.11481;
16 0 2.83465 8.07722; 17 3.50521 2.83465 8.07722; 18 7.62002 2.83465 8.07722;
19 0 5.66929 0; 20 3.50521 5.66929 0; 21 0 5.66929 4.11481;
22 3.50521 5.66929 4.11481; 23 7.62002 5.66929 0; 24 7.62002 5.66929 4.11481;
25 0 5.66929 8.07722; 26 3.50521 5.66929 8.07722; 27 7.62002 5.66929 8.07722;
28 0 8.50394 0; 29 3.50521 8.50394 0; 30 0 8.50394 4.11481;
31 3.50521 8.50394 4.11481; 32 7.62002 8.50394 0; 33 7.62002 8.50394 4.11481;
34 0 8.50394 8.07722; 35 3.50521 8.50394 8.07722; 37 3.50521 2.83465 9.1745;
38 7.62002 2.83465 9.1745; 39 3.50521 5.66929 9.1745;
40 7.62002 5.66929 9.1745; 41 8.7173 2.83465 4.11481;
42 8.7173 2.83465 8.07722; 43 8.7173 5.66929 4.11481;
44 8.7173 5.66929 8.07722; 45 8.7173 2.83465 9.1745; 46 8.7173 5.66929 9.1745;
47 5.05521 2.83465 0; 48 5.05521 2.83465 4.11481; 49 5.05521 5.66929 0;
50 5.05521 5.66929 4.11481; 51 3.50521 1.418 0; 52 7.62002 1.418 0;
53 3.50521 4.25301 0; 54 7.62002 4.25301 0;
MEMBER INCIDENCES
1 1 3; 2 2 4; 3 1 2; 4 2 5; 5 5 6; 9 3 4; 10 4 6; 11 3 7; 12 7 8; 13 8 9;
14 4 8; 15 6 9; 16 1 10; 17 2 51; 18 3 12; 19 4 13; 20 5 52; 21 6 15; 22 7 16;
23 8 17; 24 9 18; 25 10 12; 26 11 13; 27 10 11; 28 11 47; 29 14 15; 30 12 13;
31 13 48; 32 12 16; 33 16 17; 34 17 18; 35 13 17; 36 15 18; 37 10 19; 38 11 53;
39 12 21; 40 13 22; 41 14 54; 42 15 24; 43 16 25; 44 17 26; 46 19 21; 47 20 22;
48 19 20; 49 20 49; 50 23 24; 51 21 22; 52 22 50; 53 21 25; 54 25 26; 55 26 27;
56 22 26; 57 24 27; 58 19 28; 59 20 29; 60 21 30; 61 22 31; 62 23 32; 63 24 33;
64 25 34; 65 26 35; 67 28 30; 68 29 31; 69 28 29; 70 29 32; 71 32 33; 72 30 31;
73 31 33; 74 30 34; 75 34 35; 77 31 35; 79 17 37; 80 37 38; 81 15 41; 82 41 42;
83 18 38; 84 18 42; 85 38 45; 86 42 45; 87 26 39; 88 39 40; 89 40 46; 90 24 43;
91 43 44; 92 44 46; 93 27 44; 94 27 40; 95 47 14; 96 48 15; 97 47 48; 98 49 23;
99 50 24; 100 49 50; 103 51 52; 106 53 54; 107 51 11; 108 52 14; 109 53 20;
110 54 23;
UNIT FEET KN
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.668728
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.18
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
16 TO 24 37 TO 44 58 TO 65 107 TO 110 PRIS YD 1 ZD 1
1 TO 5 9 TO 15 25 TO 36 46 TO 54 56 67 TO 75 77 79 TO 86 88 89 91 TO 100 103 -
106 PRIS YD 1.16 ZD 0.75
UNIT METER KN
MEMBER PROPERTY AMERICAN
55 57 PRIS YD 0.35 ZD 0.35
87 90 PRIS YD 0.4 ZD 0.4
UNIT FEET KN
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER CRACKED
16 18 19 21 TO 24 37 39 40 42 TO 44 58 TO 64 -
65 REDUCTION RIX 0.700000 RIY 0.700000 RIZ 0.700000
1 TO 5 9 TO 15 25 TO 36 46 TO 57 67 TO 75 77 79 TO 93 -
94 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000
SUPPORTS
1 TO 9 FIXED
UNIT METER KN
MEMBER RELEASE
97 100 START MX MY MZ
97 100 END MX MY MZ
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0.611 HEIG 8.5
****Referene load defenition starts****
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE REF LOAD CASE 1
SELFWEIGHT Y -1
MEMBER LOAD
1 4 5 11 TO 13 15 25 28 29 32 TO 34 36 46 49 50 52 TO 54 56 95 97 TO 99 -
100 UNI GY -7.61
9 30 UNI GY -5.2
2 14 26 35 47 51 UNI GY -3.64
67 69 TO 71 73 TO 75 77 UNI GY -2.09
FLOOR LOAD
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
ONEWAY LOAD
YRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
MEMBER LOAD
31 52 96 99 103 106 UNI GY -3.32
3 27 48 UNI GY -10.87
*live load*
LOAD R2 LOADTYPE Live TITLE LIVE
FLOOR LOAD
YRANGE 1 6 FLOAD -2 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62 ZRANGE 0 8.077 GY
ONEWAY LOAD
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
MEMBER LOAD
31 52 96 99 103 106 UNI GY -0.77
END DEFINE REFERENCE LOADS
SLAVE ZX MASTER 10 JOINT 10 TO 18 37 38 41 42 45 47 TO 50
SLAVE ZX MASTER 19 JOINT 19 TO 27 39 40 43 44 46
SLAVE ZX MASTER 28 JOINT 28 TO 35
****seismice load calc****
DEFINE 1893 ACCIDENTAL LOAD
ZONE 0.24 RF 5 I 1 SS 2 ST 1 DM 0.05 PX 0.267 PZ 0.277
*dead load seismic*
SELFWEIGHT -1
MEMBER WEIGHT
3 27 48 UNI -10.87
1 4 5 11 TO 13 15 25 28 29 32 TO 34 36 46 49 50 52 TO 54 56 95 97 TO 99 -
100 UNI -7.61
9 30 UNI -5.2
2 14 26 35 47 51 UNI -3.64
67 69 TO 71 73 TO 75 77 UNI -2.09
FLOOR WEIGHT
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505 ZRANGE 0 8.077
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.174
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62 ZRANGE 0 8.077
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62 ZRANGE 0 8.077
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174
ONEWAY LOAD
YRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055 ZRANGE 0 4.115
MEMBER WEIGHT
31 52 96 99 103 106 UNI -3.32
*live load seismic*
FLOOR WEIGHT
YRANGE 1 6 FLOAD -0.5 XRANGE 0 3.505 ZRANGE 0 8.077
YRANGE 1 6 FLOAD -0.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.174
YRANGE 6 9 FLOAD 0 XRANGE 0 7.62 ZRANGE 0 8.077
ONEWAY LOAD
YRANGE 1 6 ONE -0.5 XRANGE 3.505 5.055 ZRANGE 0 4.115
MEMBER WEIGHT
31 52 96 99 103 106 UNI -0.39
*primary load definition*
LOAD 1 LOADTYPE Seismic TITLE EQX+
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE EQX-
1893 LOAD X -1
*LOAD 3 LOADTYPE Seismic TITLE EQY+
*1893 LOAD Y 1
*LOAD 4 LOADTYPE Seismic TITLE EQY-
*1893 LOAD Y -1
LOAD 5 LOADTYPE Seismic TITLE EQZ+
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic TITLE EQZ-
1893 LOAD Z -1
*dead load*
LOAD 7 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1 LIST 1 TO 5 9 TO 16 18 19 21 TO 37 39 40 42 TO 44 46 TO 65 -
67 TO 75 77 79 TO 100
SELFWEIGHT Y -1 LIST 41
MEMBER LOAD
1 4 5 11 TO 13 15 25 28 29 32 TO 34 36 46 49 50 52 TO 54 56 95 97 TO 99 -
100 UNI GY -7.61
9 30 UNI GY -5.2
2 14 26 35 47 51 UNI GY -3.64
67 69 TO 71 73 TO 75 77 UNI GY -2.09
FLOOR LOAD
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
ONEWAY LOAD
YRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
MEMBER LOAD
31 52 96 99 103 106 UNI GY -3.32
3 27 48 UNI GY -10.87
*live load*
UNIT FEET KN
LOAD 8 LOADTYPE Live TITLE LIVE
UNIT METER KN
FLOOR LOAD
YRANGE 1 6 FLOAD -2 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62 ZRANGE 0 8.077 GY
ONEWAY LOAD
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
MEMBER LOAD
31 52 96 99 103 106 UNI GY -0.77
LOAD 9 LOADTYPE Wind TITLE WINDX
WIND LOAD X 1 TYPE 1 XR 0 2 YR 0 9 ZR 0 8.077
WIND LOAD X -1 TYPE 1 XR 5 8 YR 0 9 ZR 0 9
WIND LOAD Z 1 TYPE 1 XR 0 8 YR 0 9 ZR 0 1
WIND LOAD Z -1 TYPE 1 XR 0 8 YR 0 9 ZR 6 9
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
7 1.5 8 1.5
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
7 1.2 8 1.2 9 1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
7 1.2 8 1.2
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
7 1.2 8 1.2 9 -1.2
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
7 1.2 8 1.2
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
7 1.2 8 1.2 1 1.2
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
7 1.2 8 1.2 2 1.2
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
7 1.2 8 1.2
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
7 1.2 8 1.2
LOAD COMB 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
7 1.2 8 1.2 5 1.2
LOAD COMB 21 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
7 1.2 8 1.2 6 1.2
LOAD COMB 22 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
7 1.2 8 1.2 1 -1.2
LOAD COMB 23 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
7 1.2 8 1.2 2 -1.2
LOAD COMB 24 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
7 1.2 8 1.2
LOAD COMB 25 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
7 1.2 8 1.2
LOAD COMB 26 GENERATED INDIAN CODE GENRAL_STRUCTURES 16
7 1.2 8 1.2 5 -1.2
LOAD COMB 27 GENERATED INDIAN CODE GENRAL_STRUCTURES 17
7 1.2 8 1.2 6 -1.2
LOAD COMB 28 GENERATED INDIAN CODE GENRAL_STRUCTURES 18
7 1.5 9 1.5
LOAD COMB 29 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
7 1.5
LOAD COMB 30 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
7 1.5 9 -1.5
LOAD COMB 31 GENERATED INDIAN CODE GENRAL_STRUCTURES 21
7 1.5
LOAD COMB 32 GENERATED INDIAN CODE GENRAL_STRUCTURES 22
7 1.5 1 1.5
LOAD COMB 33 GENERATED INDIAN CODE GENRAL_STRUCTURES 23
7 1.5 2 1.5
LOAD COMB 34 GENERATED INDIAN CODE GENRAL_STRUCTURES 24
7 1.5
LOAD COMB 35 GENERATED INDIAN CODE GENRAL_STRUCTURES 25
7 1.5
LOAD COMB 36 GENERATED INDIAN CODE GENRAL_STRUCTURES 26
7 1.5 5 1.5
LOAD COMB 37 GENERATED INDIAN CODE GENRAL_STRUCTURES 27
7 1.5 6 1.5
LOAD COMB 38 GENERATED INDIAN CODE GENRAL_STRUCTURES 28
7 1.5 1 -1.5
LOAD COMB 39 GENERATED INDIAN CODE GENRAL_STRUCTURES 29
7 1.5 2 -1.5
LOAD COMB 40 GENERATED INDIAN CODE GENRAL_STRUCTURES 30
7 1.5
LOAD COMB 41 GENERATED INDIAN CODE GENRAL_STRUCTURES 31
7 1.5
LOAD COMB 42 GENERATED INDIAN CODE GENRAL_STRUCTURES 32
7 1.5 5 -1.5
LOAD COMB 43 GENERATED INDIAN CODE GENRAL_STRUCTURES 33
7 1.5 6 -1.5
LOAD COMB 44 GENERATED INDIAN CODE GENRAL_STRUCTURES 34
7 0.9 1 1.5
LOAD COMB 45 GENERATED INDIAN CODE GENRAL_STRUCTURES 35
7 0.9 2 1.5
LOAD COMB 46 GENERATED INDIAN CODE GENRAL_STRUCTURES 36
7 0.9
LOAD COMB 47 GENERATED INDIAN CODE GENRAL_STRUCTURES 37
7 0.9
LOAD COMB 48 GENERATED INDIAN CODE GENRAL_STRUCTURES 38
7 0.9 5 1.5
LOAD COMB 49 GENERATED INDIAN CODE GENRAL_STRUCTURES 39
7 0.9 6 1.5
LOAD COMB 50 GENERATED INDIAN CODE GENRAL_STRUCTURES 40
7 0.9 1 -1.5
LOAD COMB 51 GENERATED INDIAN CODE GENRAL_STRUCTURES 41
7 0.9 2 -1.5
LOAD COMB 52 GENERATED INDIAN CODE GENRAL_STRUCTURES 42
7 0.9
LOAD COMB 53 GENERATED INDIAN CODE GENRAL_STRUCTURES 43
7 0.9
LOAD COMB 54 GENERATED INDIAN CODE GENRAL_STRUCTURES 44
7 0.9 5 -1.5
LOAD COMB 55 GENERATED INDIAN CODE GENRAL_STRUCTURES 45
7 0.9 6 -1.5
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.025 MEMB 1 TO 5 9 TO 15 25 TO 36 46 TO 57 67 TO 75 77 79 TO 100 103 106
CLEAR 0.04 MEMB 16 TO 24 37 TO 44 58 TO 65 107 TO 110
FC 20000 ALL
FYMAIN 415000 ALL
FYSEC 415000 ALL
DESIGN BEAM 1 TO 5 9 TO 15 25 TO 36 46 TO 57 67 TO 75 77 79 TO 100 103 106
DESIGN COLUMN 16 TO 24 37 TO 44 58 TO 65 107 TO 110
CONCRETE TAKE
END CONCRETE DESIGN
FINISH