Elem |
Element number - increasing order |
Type |
Element type (see type assignment pad 3300) |
Fibre |
Switch, whether any fiber stress check is done for this element or not |
Ult |
Switch, whether any ultimate capacity check is done for this element or not |
Shear |
Switch, whether any shear capacity check is done for this element or not |
RCD |
Switch, whether any reinforcement design is done for this element or not |
Crack |
Switch, whether any crack width check is done for this element or not |
Robust |
Switch, whether any robustness check is done for this element or not |
Fatig |
Switch, whether any fatigue check is done for this element or not |
Steel |
Switch, whether any steel check (design resistance and actual proof check) is done for this element or not |
NLMat |
Switch, whether any non-linear material properties are considered for this element or not (when Non-linear material has been selected in the Recalc pad) |
FEM |
Switch, whether any specified FEM definitions are considered for this element or not. |
Theta |
Angle of the effective concrete compression strut in shear capacity check
- Auto: Angle is automatically calculated to minimize shear reinforcement (taking into account the allowable range according to the selected design code).
- User: Angle is user defined (at element begin and end)
- UA: User defined at element begin and automatic at element end
- AU: Automatic at element begin and user defined at element end
|
PDelta |
Switch, whether any stiffness reduction due to p-delta effects is considered for this element (when P-Delta effect has been selected in the Recalc pad) (to switch off the p-Delta effect of continuously laterally restrained elements). |
b-beg |
Total web-width reduction for the shear capacity check at element begin (reduction due to ducts of prestressing tendons in the web). Only required if tendons are grouped together, automatic reduction is performed if all tendons are individually defined. |
b-end |
Total web-width reduction for the shear capacity check at element end. In case of multiple webs, aliquot parts of b-beg and b-end will be subtracted from the total widths of the individual webs. |
Class |
Defining tensile behavior of parts of composite elements
- Normal: Partial element can carry tensile forces
- No-tension: Partial element cannot carry tensile forces
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