<
From version < 172.1 >
edited by Fredrik Lagerström
on 2020/03/30 16:00
To version < 173.1 >
edited by Fredrik Lagerström
on 2020/03/30 16:01
>
Change comment: There is no comment for this version

Summary

Details

Page properties
Content
... ... @@ -258,10 +258,10 @@
258 258  Figure: Material properties
259 259  
260 260  * **Calculation formulas**
261 -* This contains the EN1992-1-1 formulas for checking RC bar elements, the substitutions in the formulas and the calculation table for each cross section. In the table, the amount of cross-section calculations can be set in the Display options.
261 +This contains the EN1992-1-1 formulas for checking RC bar elements, the substitutions in the formulas and the calculation table for each cross section. In the table, the amount of cross-section calculations can be set in the Display options.
262 262  [[image:1585576327858-639.png]]
263 263  Figure: Formulae
264 -
264 +
265 265  * **Detailed calculation tables**
266 266  Calculation details and final values are collected in tables sorted by checking types and under utilization graphs by default. Column number depends on the number of calculation sections or the table settings defined with **//Display options//**.
267 267  \\[[image:1585576356168-669.png]]
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591 591  β=1
592 592  )))
593 593  
594 -
595 595  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.
596 596  
597 597  [[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image099.png]]
... ... @@ -647,7 +647,6 @@
647 647  )))
648 648  
649 649  
650 -
651 651  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.
652 652  
653 653  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//
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