Settings Concrete

Settings: Concrete

• General

  • Filter nets based on largest diameter: Yes/No (Default)

• Beams/Floors

  • Check anchorage at height jump: Yes /No (Default)
  • Test cracking as environmental class = X0/XC1: Yes /No (Default)
  • Symmetrical bar combinations key: Yes (Default) / No
  • Key anchoring. overhang/elastic Bedding: Yes (Default) / No (Default)
  • Internal bar connection anchor button: Yes /No (Default)
  • Key anchoring for underside of precast reinforcement: Yes /No (Default)
  • Test on compact beams: Yes (Default) / No
  • Save base reinforcement after recalculation: Yes (Default) / No
  • Save additional reinforcement after recalculation: Yes (Default) / No
  • Save basic/additional reinforcement advanced: Yes (Default) / No
  • Extension flank reinforcement: 70(Default)
  • Stake out selection list reinforcement diameters: No (Default) / Yes
  • Design base and attachment with equal diameters: No (Default) / Yes
  • Section size for deflection calculation [mm]: 50 (Default)
  • Pressure diagonal angle: 21.8 (Default)
  • Button XuMax: Yes (Default) / No
  • Elastic bed K-Lambda = 1: Yes (Default) / No
  • Ignore normal force for reinforcement calculation: Yes (Default) / No
  • Advanced Z calculation: Yes (Default) / No
  • Advanced Leverage Calculation: Yes (Default) / No
  • Check for conflicting diameters: Yes (Default) / No
  • Round bar count to integer for meshes: No (Default) / Yes
  • Ignore stocky beams if lov is less than [m]: 0.1 (Default)
  • Ignore EN1992#9.2.3(3.4); #6.3(As) if Mx< [kNm]: 0.1 (Default)
  • Crack test EN1992: Axis;min(#7.3.2) / Gap+diameter(#7.3.3) (Default) / Crack width(#7.3.4)
  • Detect zero position with tolerance My [kNm]: 0.010 (Default)
  • Allow brackets for thin floors (ignore art. #9.3.2(1)): No (Default) / Yes
  • Cut detection threshold [kNm]: 1 (Default)
  • Divide sections if the normal force changes: No (Default) / Yes
  • Long <= Short term: Yes (Default) / No
  • Steel diagram, inclined branch: Yes (Default) / No
  • Beta factor (static = 1.0, dynamic = 0.5): 1.0 (Default)
  • Asi reduction for lattice girder(%): 0 (Default)
  • Check As;dbmin for compact beams: Yes (Default) / No
  • Top bar of lattice girder is ignored: Yes (Default) / No
  • Beta = 1 for shear plane # 6.2.5: No (Default) / Yes

• Concrete defaults

  • Stirrups Diameter [mm]: 8 (Default)
  • Rebar diameter [mm]: 12 (Default)
  • Distribution reinforcement diameter [mm]: 6 (Default)