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General |
Always renumber str. members |
Yes (Default) |
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No |
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Deflections |
Calculation Type |
Using Bar Positioning (Default) |
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Using CrossCheck Results |
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Columns |
Alpha_n % |
5 (Default) |
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Ratio Alpha |
2.00 (Default) |
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Reinforcement On-line calculation Type |
Automatic (Default) |
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Manual |
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Modify Nd and Md |
Yes |
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No (Default) |
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Beam |
Check anchorage for diff. section |
Yes (Default)
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No |
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Check Crack if Ex.class=1 |
Yes |
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No (Default) |
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Check symmetric bar combinations |
Yes (Default) |
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No |
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Check Anch. Cant./Elast. Foundations |
Yes |
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No (Default) |
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Check Anchorage Internal release |
Yes |
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No (Default) |
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Check is Deep Beem |
Yes (Default) |
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No |
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Keep basic reinforcement after recalculations |
Yes (Default) |
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No |
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Keep additional reinforcement |
Yes (Default) |
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No |
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Keep basic_additional reinforcement advanced |
Yes (Default) |
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No |
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Side reinf. extension |
70(Default) |
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Switch off drop lists |
No (Default) |
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Yes |
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Longitudinal reinf. diameters (Beams) |
6;8;10;12;16;20;25;32 as Yes (default) |
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6;8;10;12;16;20;25;32 as No |
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Longitudinal reinf. diameters(Slabs) |
5;6;7;8;9;10;11;12 as Yes (default) |
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5;6;7;8;9;10;11;12 as Yes (default) |
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Stirrups diameters(Slabs) |
6;8;10;12;16;20;25;32 as Yes (default) |
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6;8;10;12;16;20;25;32 as No |
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Concrete defaults |
Stirrups Diameter |
8 (default) |
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FNL reinforcement |
Placement |
Bars (default) (Reinforcement data for FNL calculation in structure definition part should be prepared and are represented with bars/nets diameter notation) |
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mm2 (Reinforcement data for FNL calculation in structure definition part should be prepared and are represented with mm2) |
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w% (Reinforcement data for FNL calculation in structure definition part should be prepared and are represented with reinforcement percentage notation) |
