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Decisions were made to match Aecbolt & Safe calculation results.

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AECBOLT

  1. SW üzerine rigid area değil no weight slab yerleştirilecek

  2. Beam offset ile -Z ye taşınacak

  3. Shell Slab e z'de No weight slab will be placed on the SW, not a rigid area.

  4. It will be moved to -Z with beam offset

  5. In Shell Slab e z, there will be no offset ver t/z kadar, Column below L= L+ Slab Thickness, Slab unit Weight olmayacak

  6. Rigid zone yaratma işi creation job was settings oldu

  7. Beam intersecting slab areas mut must be 0 unit weight

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SAFE

  1. 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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