Dear All,
I received this warning after run analysis for my new platform.
Please help.
STAAD SPACE START JOB INFORMATION ENGINEER DATE 31-Dec-17 END JOB INFORMATION INPUT WIDTH 79<# START DO NOT EDIT UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 7 0; 3 4.5 7 0; 4 4.5 7 3; 5 0 7 3; 6 3 7 3; 7 1.5 7 3; 8 3 7 0; 9 1.5 7 0; 10 4.5 7 2; 11 4.5 7 1; 12 0 7 2; 13 0 7 1; 14 0 5.8 0; 15 6 0 0; 16 6 5.8 0; 17 4.5 5.8 0; 18 6 7.6 0; 19 0 7.6 0; 20 0 7 1.5; 21 0 6 0; 22 4.5 7 1.5; 23 4.5 6 0; 24 4.5 7.6 0; 25 1.5 7 1; 26 1.5 7 2; 27 3 7 1; 28 3 7 2; MEMBER INCIDENCES 1 2 9; 2 2 13; 3 5 7; 4 4 10; 5 9 25; 6 8 27; 7 13 25; 8 12 26; 9 14 17; 10 19 24; 11 15 16; 12 20 21; 13 22 23; 14 19 2; 15 17 23; 16 9 8; 17 8 3; 18 13 20; 19 20 12; 20 12 5; 21 7 6; 22 6 4; 23 10 22; 24 22 11; 25 11 3; 26 25 26; 27 26 7; 28 27 28; 29 28 6; 30 25 27; 31 27 11; 32 26 28; 33 28 10; 34 17 16; 35 24 18; 36 16 18; 37 2 21; 38 21 14; 39 14 1; 40 23 3; 41 3 24; DEFINE PMEMBER 1 16 17 PMEMBER 2 2 18 TO 20 PMEMBER 4 3 21 22 PMEMBER 5 4 23 TO 25 PMEMBER 6 5 26 27 PMEMBER 7 6 28 29 PMEMBER 8 7 30 31 PMEMBER 9 8 32 33 PMEMBER 10 9 34 PMEMBER 12 10 35 PMEMBER 14 11 36 PMEMBER 16 12 PMEMBER 17 13 PMEMBER 18 14 37 TO 39 PMEMBER 19 15 40 41 PMEMBER 20 START USER TABLE TABLE 1 UNIT METER KN WIDE FLANGE UUB203X102X23 0.00294 0.2032 0.0054 0.1018 0.0093 2.10645e-005 1.63961e-006 7.0496e-008 - 0.00109728 0.00189348 UUB406X140X39 0.00497 0.398 0.0064 0.1418 0.0086 0.00012516 4.10144e-006 1.08977e-007 - 0.0025472 0.00243896 END DEFINE MATERIAL START ISOTROPIC S275 E 2.05e+008 POISSON 0.3 DENSITY 76.9822 ALPHA 1.2e-005 DAMP 0.03 G 7.88462e+007 TYPE STEEL STRENGTH RY 1 RT 1 END DEFINE MATERIAL PMEMBER PROPERTY 2 4 TO 10 17 18 20 UPTABLE 1 UUB203X102X23 12 14 16 19 UPTABLE 1 UUB406X140X39 PMEMBER CONSTANTS MATERIAL S275 ALL SUPPORTS 1 15 PINNED DEFINE REFERENCE LOADS LOAD R1 LOADTYPE None TITLE "LOAD GROUP 1" SELFWEIGHT Y -1 END DEFINE REFERENCE LOADS #> END DO NOT EDIT LOAD 1 LOADTYPE Dead TITLE DEAD LOAD REFERENCE LOAD R1 1.0 MEMBER LOAD 1 TO 4 16 TO 25 UNI GY -0.25 22 UNI GY -0.33 FLOOR LOAD YRANGE 6.5 7.5 FLOAD -0.45 GY MEMBER LOAD 1 16 17 22 UNI GY -0.5 LOAD 2 LOADTYPE Live TITLE LIVE LOAD - OPERATING & SERVICE FLOOR FLOOR LOAD YRANGE 6.5 7.5 FLOAD -5 GY PERFORM ANALYSIS FINISH