...
This warning is given if the following design conditions are not met in the steel composite beam design.
The construction bending moment design ratio during the construction phase should be below 1.00.
The composite bending moment design ratio should be below 1.00.
The cutting design shear force design ratio should be below 1.00.
Possible Solutions:
The Steel element cross-sectional dimensions of the secondary beam element, whose name and floor are given, section can be enlarged.
The load per secondary Secondary beam spacing can be reduced by reducing the secondary beam spacing.The compositeness rate .
If the composite beam has a partial composite status, PCC ratio can be increased by increasing the number of shear nailsstuds.
...
...