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Decisions were made to match Aecbolt & Safe calculation results.
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AECBOLT
SW üzerine rigid area değil no weight slab yerleştirilecek
Beam offset ile -Z ye taşınacak
Shell Slab e z'de 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 kadar, Column below L= L+ Slab Thickness, Slab unit Weight olmayacak
Rigid zone yaratma işi creation job was settings oldu
Beam intersecting slab areas mut 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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The reason for this decision is moment value calculation.
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To Do Cardinal Points: Cardinal Points
Cardinal points will be set to "top" instead of "middle" for columns and shearwalls.
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