Hi
In the StaadPro S6 version 20.07.11.82, when you define a Floor Load with One way distribution towards a selected beam, and the visualization of the load applied is incorrect if you open and save the Staad Editor:
On the other hand, the calculation is correct.
Find hereafter the Staad editor:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 20-Oct-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 5; 3 3 0 0; 4 3 0 5;
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 2; 4 2 1;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY EUROPEAN
1 TO 4 TABLE ST HE180A
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 TO 4 PINNED
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
ONEWAY LOAD
YRANGE 0 0 ONE -1 XRANGE 0 5 ZRANGE 0 5 GY TOWARDS 1
PERFORM ANALYSIS PRINT ALL
FINISH