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Decisions were made to match Aecbolt & Safe calculation results.
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AECBOLT
No weight slab will be placed on the SW, not a rigid area.
It will be moved to -Z with beam offset
In Shell Slab e z, there will be no offset ver t/z, Column below L= L+ Slab Thickness, Slab unit Weight
Rigid zone creation job was settings
Beam intersecting slab areas must be 0 unit weight
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SAFE
Rigid Include Zone
The value of Column and Shearwall Properties from Aecbolt to Safe goes with the 'Include Rigid Zone' button checked. When analyzed in this way, there is a difference between Sum of Reaction and Hand Calculation. As we understand from this difference, for Column and Shearwall also take into account the weight of the 'Rigid Zone' defined.
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