Settings Concrete

Settings: Concrete

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  • 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)