<
From version < 169.1 >
edited by Fredrik Lagerström
on 2020/03/30 15:57
To version < 170.1 >
edited by Fredrik Lagerström
on 2020/03/30 15:58
>
Change comment: There is no comment for this version

Summary

Details

Page properties
Content
... ... @@ -305,8 +305,9 @@
305 305  
306 306  [[image:1585576635456-709.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into //Documentation//.
307 307  
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…
308 308  
309 -**[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image023.wmz||alt="MCj02990090000%5b1%5d"]] **Export RC bar reinforcement into *.dwg or *.dxf file format by clicking File/Export to/Export to AutoCAD…
310 +
310 310  
311 311  = Surface Reinforcement =
312 312  
... ... @@ -593,7 +593,6 @@
593 593  
594 594  
595 595  
596 -
597 597  1. The cross section of the equivalent bar is 1 m wide and its height equals to the thickness of the shell. Along the bar, the applied reinforcement of the shell is transformed into the direction of the bar and placed into it.
598 598  
599 599  [[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image099.png]]
... ... @@ -651,7 +651,6 @@
651 651  
652 652  
653 653  
654 -
655 655  1. Finally, based on the second order internal forces, the utilization is calculated for every cross section of the equivalent bar (based on the interaction curve), and the highest section utilization is assigned to the node.
656 656  
657 657  Shell buckling calculations are available for //Load combinations//, //Maximum of load combinations// and //Maximum of load groups//. The utilization results can be displayed in the //New result/RC shell/Shell buckling/Utilization//
Copyright 2020 StruSoft AB
FEM-Design Wiki