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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

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