I hope someone could help me with this. I'm new to STAAD and I'm having trouble fixing this Note. It's not an error, but I can't get to post processing. Here
STAAD SPACE START JOB INFORMATION ENGINEER DATE 01-Feb-21 JOB NAME ATEZURA PERIMETER FENCE JOB CLIENT JOANA ATEZURA YAKUSHIJI JOB NO 1 JOB REV 2 JOB PART 1 JOB REF 1 ENGINEER NAME SARRA END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 2.35 0; 3 0 3.55 0; 4 2.6 0 0; 5 2.6 2.35 0; 6 2.6 3.55 0; 7 5.2 0 0; 8 5.2 2.35 0; 9 5.2 3.55 0; 10 7.97 0 0; 11 7.97 2.35 0; 12 7.97 3.55 0; 13 10.74 0 0; 14 10.74 2.35 0; 15 10.74 3.55 0; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 4 5; 4 5 6; 5 7 8; 6 8 9; 7 10 11; 8 11 12; 9 13 14; 10 14 15; 11 1 4; 12 4 7; 13 7 10; 14 10 13; 15 2 5; 16 5 8; 17 8 11; 18 11 14; 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 ISOTROPIC CONCRETE24 E 2.1538e+007 POISSON 0.17 DENSITY 24 DAMP 0.05 G 9.28139e+006 ALPHA 1e-005 TYPE CONCRETE STRENGTH FCU 21000 END DEFINE MATERIAL MEMBER PROPERTY 1 TO 10 PRIS YD 0.25 ZD 0.25 15 TO 18 PRIS YD 0.15 ZD 0.2 11 TO 14 PRIS YD 0.2 ZD 0.3 CONSTANTS MATERIAL CONCRETE24 ALL SUPPORTS 1 4 7 10 13 FIXED DEFINE REFERENCE LOADS LOAD R1 LOADTYPE Dead TITLE DL SELFWEIGHT Y 1 LIST ALL MEMBER LOAD 15 TO 18 UNI GY 3.3732 11 TO 14 UNI GY 7.31 END DEFINE REFERENCE LOADS FLOOR DIAPHRAGM DIA 1 TYPE RIG HEI 0 1 4 7 10 13 DEFINE WIND LOAD TYPE 1 WW+Z <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 290.000 kmph 0 1 3 0 0.000 ft 0.000 ft 0.000 ft 1 - 2 3.550 m 0.150 m 10.740 m 2.000 0.010 0 - 0 0 0 0 0.575 1.000 1.000 0.850 0 - 0 0 0 0.875 0.800 -0.180 !> END GENERATED DATA BLOCK INT 1.71174 1.71174 HEIG 0 4.572 EXP 1 JOINT 1 TO 15 TYPE 2 WW-Z <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 290.000 kmph 0 1 3 0 0.000 ft 0.000 ft 0.000 ft 1 - 1 3.550 m 0.150 m 10.740 m 2.000 0.010 1 - 0 0 0 0 0.575 1.000 1.000 0.850 0 - 0 0 0 0.875 -0.500 0.550 !> END GENERATED DATA BLOCK INT -1.92048 -1.92048 HEIG 0 3.55 EXP 1 JOINT 1 TO 15 LOAD 1 LOADTYPE Dead TITLE DL REFERENCE LOAD R1 -1.0 SELFWEIGHT Y -1 LIST ALL LOAD 2 LOADTYPE Wind TITLE WW+Z WIND LOAD Z 1 TYPE 1 LOAD 3 LOADTYPE Wind TITLE WW-Z WIND LOAD -Z -1 TYPE 2 LOAD COMB 4 Generated NSCP 2015 CONCRETE 1 1 1.4 LOAD COMB 5 Generated NSCP 2015 CONCRETE 2 1 1.2 LOAD COMB 6 Generated NSCP 2015 CONCRETE 3 1 1.2 2 0.5 LOAD COMB 7 Generated NSCP 2015 CONCRETE 4 1 1.2 3 0.5 LOAD COMB 8 Generated NSCP 2015 CONCRETE 5 1 1.2 2 1.0 LOAD COMB 9 Generated NSCP 2015 CONCRETE 6 1 1.2 3 1.0 LOAD COMB 10 Generated NSCP 2015 CONCRETE 7 1 0.9 2 1.0 LOAD COMB 11 Generated NSCP 2015 CONCRETE 8 1 0.9 3 1.0 LOAD COMB 12 Generated NSCP 2015 CONCRETE 9 1 0.9 PERFORM ANALYSIS PRINT ALL FINISH
Check this Forum discussion for an answer: https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/206609/solution-for-warning-neither-mass-nor-gravity-load-type-is-present/622459#622459