<
From version < 311.1 >
edited by Fredrik Lagerström
on 2020/04/03 11:18
To version < 312.1 >
edited by Fredrik Lagerström
on 2020/04/03 11:24
>
Change comment: There is no comment for this version

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23 23  Global** **//Auto (RC) design// (//Calculate > Design calculations > Auto design all structural elements//) gives applied reinforcement for all concrete elements based on their initial design calculation parameters, //Auto design > Parameters// and optimized to their internal forces and detailed utilization calculations. With //Manual design// you can fine-tune the reinforcement by elements and/or design groups. You can do quick //Auto design// by elements and design groups only instead of global design. Of course, any number of design cycles is executable, so the global //Auto design// can be combined with both previous and additional element-based //Auto designs//.
24 24  
25 25  
26 -
27 27  (% style="width:752px" %)
28 28  |(% style="background-color:#0076cb; width:41px" %)(% style="color:#ffffff" %)**No.**|(% style="background-color:#0076cb; width:232px" %)(% style="color:#ffffff" %)**Global RC design**|(% style="background-color:#0076cb; width:241px" %)(% style="color:#ffffff" %)**Element-based RC design**|(% style="background-color:#0076cb; width:235px" %)(% style="color:#ffffff" %)**Combined RC design**
29 29  |(% style="width:41px" %)1|(% style="width:232px" %)[[image:1585573949525-261.png]] //Design calculation parameters//|(% style="width:241px" %)[[image:1585574004114-884.png]] Global //Analysis//|(% style="width:235px" %)[[image:1585573954730-179.png]] //Design calculation parameters//
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34 34  |(% style="width:41px" %)6|(% style="width:232px" %)[[image:1585574049901-913.png]] //Apply design changes//|(% style="width:241px" %)[[image:1585574029205-629.png]] //Manual design// by elements|(% style="width:235px" %)[[image:1585573965386-714.png]] [[image:1585573984688-491.png]] //Auto design// by elements
35 35  |(% style="width:41px" %)7|(% style="width:232px" %)[[image:1585574007870-973.png]] Global //Check//|(% style="width:241px" %)[[image:1585574051562-444.png]] //Apply design changes//|(% style="width:235px" %)[[image:1585574031203-532.png]] //Manual design// by elements
36 36  |(% style="width:41px" %)8|(% style="width:232px" %)[[image:1585574006165-612.png]] Cracked-section analysis|(% style="width:241px" %)[[image:1585574011057-275.png]] Global //Check//|(% style="width:235px" %)[[image:1585574053024-330.png]] //Apply design changes//
37 -|(% style="width:41px" %)9|(% style="width:232px" %)[[image:1585574058339-646.png]] //Documentation//|(% style="width:241px" %)[[image:1585574009620-444.png]] Cracked-section analysis|(% style="width:235px" %)[[image:1585574016452-368.png]] Global //Check//
38 -|(% style="width:41px" %)10|(% style="width:232px" %) |(% style="width:241px" %)[[image:1585574060429-927.png]] //Documentation//|(% style="width:235px" %)[[image:1585574013079-456.png]] Cracked-section analysis
39 -|(% style="width:41px" %)11|(% style="width:232px" %) |(% style="width:241px" %) |(% style="width:235px" %)[[image:1585574061999-364.png]] //Documentation//
36 +|(% style="width:41px" %)9|(% style="width:232px" %)[[image:1585574058339-646.png]] [[//Documentation//>>doc:Manuals.User Manual.Documentation.WebHome]]|(% style="width:241px" %)[[image:1585574009620-444.png]] Cracked-section analysis|(% style="width:235px" %)[[image:1585574016452-368.png]] Global //Check//
37 +|(% style="width:41px" %)10|(% style="width:232px" %) |(% style="width:241px" %)[[image:1585574060429-927.png]] [[//Documentation//>>doc:Manuals.User Manual.Documentation.WebHome]]|(% style="width:235px" %)[[image:1585574013079-456.png]] Cracked-section analysis
38 +|(% style="width:41px" %)11|(% style="width:232px" %) |(% style="width:241px" %) |(% style="width:235px" %)[[image:1585574061999-364.png]] [[//Documentation//>>doc:Manuals.User Manual.Documentation.WebHome]]
40 40  
41 41  Table: Recommended steps by design alternatives
42 42  
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124 124  
125 125  * **Cross-section**
126 126  It shows the cross-section of the current concrete bar. The definition of new longitudinal bars (sectional position) and stirrups (shape) starts in this window. The position of the cross-section (section view) can be set by moving the section marker in //3D view: //
127 - [[image:1585574451276-123.png]]
126 + [[image:1585574451276-123.png]]
128 128  * **3D view**
129 129  It shows the side view of the concrete bar by default. But, any 2D and 3D view can be set with the //View// menu commands (e.g. general 3D view with //View > Space view//). The start and end pont (and so the length) of longitudinal bars and the position (the distribution) of the stirrups can be defined here.
130 130  * **Interaction surface view / Result window**
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303 303  Navigate in the //RC bar detailed result window //by selecting the required design type in the drop-down list. It is useful when you are in zoomed view.
304 304  )))
305 305  
306 -[[image:1585576635456-709.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into //Documentation//.
305 +[[image:1585576635456-709.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into [[//Documentation//>>doc:Manuals.User Manual.Documentation.WebHome]].
307 307  
308 308  |(% style="width:107px" %)[[image:light.png]]|(% style="width:1383px" %)Export RC bar reinforcement into *.dwg or *.dxf file format by clicking File/Export to/Export to AutoCAD…
309 309  
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788 788  Navigate in the //Detailed result// window by selecting the required design type in the drop-down list. It is useful when you are in zoomed view.
789 789  )))
790 790  
791 -[[image:1585579464502-590.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into //Documentation//.
790 +[[image:1585579464502-590.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into [[//Documentation//>>doc:Manuals.User Manual.Documentation.WebHome]].
792 792  
793 793  = {{id name="Concealed bar reinforcement"/}}Concealed bar reinforcement =
794 794  
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