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SB001 BASE STORY Composite beam strength not providedsatisfied.
This warning is given if the following design conditions are not met in the steel composite castellated beam design.
Bending The construction bending moment design ratio and design shear force design ratios during construction ratio should be below 1.00.Composite
The composite bending moment design ratio and design shear force design ratios ratio should be below 1.00.
The strength of steel castellaed castellated beams is calculated according to the conditions specified below.
Castellated beam strength not satisfied.
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.
For Vierendeel control ; "Number of castellated filled from the beginning, "Cas. filled hole count on the start" and "Number of castellated filled from Cas. filled hole count on the end" of the elements element whose names name and floors floor are given can be increased.
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