<
From version < 309.2 >
edited by Fredrik Lagerström
on 2020/03/31 06:58
To version < 309.3 >
edited by Fredrik Lagerström
on 2020/04/01 14:38
>
Change comment: There is no comment for this version

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40 40  
41 41  Table: Recommended steps by design alternatives
42 42  
43 -= Bar Reinforcement =
43 += {{id name="Bar Reinforcement"/}}Bar Reinforcement =
44 44  
45 45  Bar reinforcement design needs internal forces from **Analysis** calculations applied for //Load combinations// or //Load-groups//, [[image:1585574093992-877.png]] **Buckling length** and initial design settings defined by [[image:1585574099922-322.png]] //Design calculation parameters// and 2^^nd^^ order calculation method by [[image:1585574105384-726.png]]// Configuration.//
46 46  
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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]]
127 + [[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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306 306  
307 307  |(% 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…
308 308  
309 -= Surface Reinforcement =
309 += {{id name="Surface Reinforcement"/}}Surface Reinforcement =
310 310  
311 311  Surface reinforcement design needs internal forces from //Analysis// calculations applied for //Load combinations// or //Load-groups// and initial reinforcement properties (direction, shape, steel quality, diameter and concrete cover) defined by [[image:1585577052509-329.png]] //Design calculation parameters//.
312 312  
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546 546  
547 547  Every plate and wall has one result, containing the coordinates of the dominant section, the corresponding reinforcement, first and second order internal forces together with the capacity and buckling factor.
548 548  
549 -= Punching Reinforcement =
549 += {{id name="Punching Reinforcement"/}}Punching Reinforcement =
550 550  
551 551  Punching check and design can be done according to Eurocode 2 both in FEM-Design [[image:1585578320296-696.png]] //Plate// and [[image:1585578325188-763.png]]** **//3D Structure// modules. It is recommended to perform after **Surface reinforcement design**, because surface reinforcement influences punching calculations.
552 552  
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788 788  
789 789  [[image:1585579464502-590.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into //Documentation//.
790 790  
791 -= Concealed bar reinforcement =
791 += {{id name="Concealed bar reinforcement"/}}Concealed bar reinforcement =
792 792  
793 793  Concealed bar allows for designing certain parts of a shell as a bar. For example, a wall region over a door opening can be considered as a concealed beam. The internal forces from shell results are converted to bar internal forces and the checking is done on the bar.
794 794  
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