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Elem
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Original element, whose data will be copied to the elements of the specified series. |
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El-from
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Start element in the series of elements whose data will be modified. |
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El-to
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End element in the series of elements whose data will be modified. |
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El-step
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Step in the element series of elements whose data will be modified. |
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b-beg
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Sum of duct widths to be subtracted from the total web width for considering the tendon duct reduction effect in the shear check calculation (for begin of element) |
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b-end
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Sum of duct widths to be subtracted from the total web width for considering the tendon duct reduction effect in the shear check calculation (for end of element) Note: The definition of b-beg and b-end is only required when tendon groups are defined. An automatic reduction is applied in case of individual definition of all tendons. However, single tendons are not additionally considered if b-beg and b-end are defined. In case of multiple webs, aliquot parts of b-beg and b-end will be subtracted from the total widths of the individual webs.
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Class
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Definition of the tensile behavior of parts of composite elements | Setting | Description |
|---|
| Normal |
Partial element can carry tensile forces |
| No-tens. |
Partial element cannot carry tensile forces (redistribution of tensile forces of cracked concrete to other parts of the composite section). |
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Theta (Option)
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Control key for the inclination angle of the concrete compression strut in shear capacity check | Setting | Description |
|---|
| Not selected |
Angle is free (automatic definition to minimize shear reinforcement) (taking into account the allowable range according to the selected design code). |
| Selected |
Angle can be defined by the user (for element begin and/or element end). Definition is done by modifying respective reinforcement data of the attribute set (lower table). |
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Options for activating and de-activating design code checks
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These options allow controlling the performance of proof checks for individual elements. They are related to the respective check actions defined in the schedule.
- Yes: Proof check is performed for the specified elements (default setting)
- DetLst: A detailed list with intermediate results is written in addition to the standard output list in order to allow for controlling the check (shear capacity check).
- No: No proof check is performed for the specified elements.
| Setting | Description |
|---|
| Fiber stress check |
Definitions refer to the schedule actions: FibRpt, FibSup, FibIILc and FibIISup. |
| Ultimate load check |
Definitions refer to the schedule actions: UltLc, UltSup |
| Shear capacity check |
Definitions refer to the schedule actions: ShearLc, ShearSup |
| Consider Resal effect |
If this option is set to Yes program will take into account influence of Resal effect. |
| Reinf. concrete design |
Definitions refer to the schedule actions: UltLc, UltSup (option Rein) |
| Cracking check |
Definitions refer to the schedule actions: CrackLc, CrackSup |
| Robustness |
Definitions refer to the schedule actions: RobuLc, RobuSup |
| Fatigue check |
Definitions refer to the schedule actions: FatigSup |
| Steel check |
Definitions refer to the schedule actions: UltRes, ResChkLc, ResChkSup |
| Non-linear material |
Only relevant if the option Non-linear material properties has been set in the Recalc pad. Several elements can be here excluded from consideration of non-linear material properties. |
| FEM calculation |
Only relevant for elements with slave nodes in the cross-section defined for allowing a refined FEM calculation. The refined calculation can here be switched off or on for the respective elements. |
| PDelta effect |
Only relevant if the option P-Delta effects has been set in the Recalc pad. E elements can herewith be excluded from consideration of pdelta effects in the calculation of the stiffness matrix. |
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