Error Analysis Cannot be Performed Since No Load Cases

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STAAD SPACE
START JOB INFORMATION
JOB NAME MOULDING
JOB CLIENT DAT
JOB REV P1
JOB PART DESIGN OF MOULDING
ENGINEER NAME PPE
CHECKER NAME PPE
APPROVED NAME PPE
ENGINEER DATE 28/02/2022
CHECKER DATE 28/02/2022
APPROVED DATE 28/02/2022
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0.633001 0 0; 3 0.633001 0 0.452001; 4 0.633001 0 0.892002;
5 0 0 0.452001; 6 0 0 0.892002; 7 0 0 1.33; 8 0.633001 0 1.33; 9 0 0 1.777;
10 0.633001 0 1.777; 11 0 0 2.61701; 12 0.633001 0 2.61701; 13 0 0 3.13301;
14 0.633001 0 3.13301;
MEMBER INCIDENCES
1 1 2; 2 5 3; 3 6 4; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 1 5; 9 5 6; 10 6 7;
11 7 9; 12 9 11; 13 11 13; 14 2 3; 15 3 4; 16 4 8; 17 8 10; 18 10 12; 19 12 14;
ELEMENT INCIDENCES SHELL
20 5 1 2 3; 21 6 5 3 4; 22 7 6 4 8; 23 9 7 8 10; 24 11 9 10 12; 25 13 11 12 14;
SUPPORTS
4 6 TO 14 PINNED
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_275_NMM2
E 2.04999e+08
POISSON 0.3
DENSITY 76.9995
ALPHA 6.66667e-06
DAMP 0.03
G 7.88458e+07
TYPE STEEL
STRENGTH FY 274999 FU 409998 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 19 TABLE ST TUB1001005
CONSTANTS
MATERIAL STEEL MEMB 1 TO 19
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE None TITLE LIVE LOAD (LL)
JOINT LOAD
12 FY -2.94
LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST ALL
LOAD 2 LOADTYPE Live TITLE LOAD CASE 2
AREA LOAD
1 TO 19 ALOAD -4 GY
MEMBER LOAD
6 CON GY -2.94 0.315 0.05
19 CON GY -2.94 0 0.05
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE IS800 LSD
PERFORM ANALYSIS PRINT ALL
FINISH