<
From version < 171.1 >
edited by Fredrik Lagerström
on 2020/03/30 15:58
To version < 172.1 >
edited by Fredrik Lagerström
on 2020/03/30 16:00
>
Change comment: There is no comment for this version

Summary

Details

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Content
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247 247  [[image:1585575156969-401.png]]
248 248  [[image:1585575173680-383.png]]
249 249  [[image:1585575182146-966.png]]
250 -* The figure gives the cross-section datas: height, width, area, moment of inertias.
251 -\\[[image:1585575222649-783.png]]**Cross-section data**
252 -
250 +* **Cross-section data**
251 +The figure gives the cross-section datas: height, width, area, moment of inertias.
252 +\\[[image:1585575222649-783.png]]
253 253  **Figure: Cross-section datas**
254 254  
255 -
256 256  * **Material properties**
257 257  In Materials section, the program shows the material properties of the applied concrete’s and reinforcement, e.g. compression strength (f,,ck,,), the mean tensile strength (f,,ctm,,), mean Young modulus (E,,cm,,).
258 -\\[[image:1585576295877-304.png]]
257 +[[image:1585576295877-304.png]]
259 259  Figure: Material properties
260 260  
261 261  * **Calculation formulas**
262 -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.
263 263  [[image:1585576327858-639.png]]
264 264  Figure: Formulae
265 265  
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299 299  Figure: Display options of Detailed result
300 300  )))
301 301  * (((
302 -**Go to**
301 +[[image:1585576722081-131.png]] **Go to**
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  
... ... @@ -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]]
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650 650  
651 651  
652 652  
653 -
654 654  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.
655 655  
656 656  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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