<
From version < 168.1 >
edited by Fredrik Lagerström
on 2020/03/30 15:57
To version < 168.2 >
edited by Fredrik Lagerström
on 2020/03/30 15:57
>
Change comment: (Autosaved)

Summary

Details

Page properties
Content
... ... @@ -254,121 +254,60 @@
254 254  
255 255  
256 256  * **Material properties**
257 -
258 258  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,,).
259 -
260 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image053.png]]
261 -
258 +\\[[image:1585576295877-304.png]]
262 262  Figure: Material properties
263 -
264 -
260 +
265 265  * **Calculation formulas**
266 -
267 -This contains the EC-3 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.
268 -
269 -
270 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image054.png]]
271 -
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.
263 +[[image:1585576327858-639.png]]
272 272  Figure: Formulae
273 -
265 +
274 274  * **Detailed calculation tables**
275 -
276 276  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//**.
277 -
278 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image055.png]]
279 -
268 +\\[[image:1585576356168-669.png]]
280 280  Figure: Detailed calculation table
281 -
282 282  * **Stress-strain graphs**
283 -
284 284  Different colors display the strain (red) and the concrete stress (cyan) curves grouped by //Section utilization// (ultimate limit states) and //Crack width//( serviceability limit states). Also the compressed concrete zones are shown with cyan fills in the calculation sections. The number of displayed sections can be set with **Display options**.
285 -
286 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image056.png||alt="figure_59_detailed_stress"]]
287 -
272 +[[image:1585576382509-523.png]]
288 288  Figure: Stress-strain graphs by sections
289 -
290 290  * **Utilization graphs**
291 -
292 -//Section// (Eurocode2: 6.1), //Stirrup// (6.2, 6.3), //Concrete// (6.2, 6.3), //Torsional reinforcement// (6.3) and //Crack width// (7.3) utilization graphs together with a //Summary// graph are displayed with legends by default. Numeric values can be inquired in the calculation sections (**//Design calculation parameters//** sets the maximum distance of sections).
293 -
294 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image057.png]]
295 -
275 +//Section// (Eurocode 2: 6.1), //Stirrup// (6.2, 6.3), //Concrete// (6.2, 6.3), //Torsional reinforcement// (6.3) and //Crack width// (7.3) utilization graphs together with a //Summary// graph are displayed with legends by default. Numeric values can be inquired in the calculation sections (**//Design calculation parameters//** sets the maximum distance of sections).
276 +[[image:1585576405132-160.png]]
296 296  Figure: Utilization graph
297 297  
298 -//[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image058.png||alt="icon_Detailedresult_tab"]] Tabmenu// contains the following tools and settings:
279 +[[image:1585576419524-426.png]]// Tabmenu// contains the following tools and settings:
299 299  
300 300  * **Selection of element to display**
301 -
302 302  You can choose a unique or a design group member from the drop-down lists to display its detailed results mentioned before. Each row displays the ID and the maximum utilization of a member. In case of a design group, “Maximum” means the significant member having the maximum utilization.
303 -
304 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image059.png||alt="figure_60_detailed_members"]]
305 -
283 +[[image:1585576431066-730.png]]
306 306  Figure: Selection of a unique or a group member
307 -
308 308  * **Selection of design load**
309 -
310 310  Depending on RC design was done for load combinations or load groups, a load combination or the maximum or a significant component of load groups can be selected for detailed results. Each row displays the name of the load combination/load group component and its utilization effect. “Maximum” means the significant load combination or component of load groups.
311 -
312 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image060.png||alt="figure_61_detailed_loads"]]
313 -
287 +[[image:1585576462921-436.png]]
314 314  Figure: Selection from design loads
315 -
316 -* (((
317 -|(((
318 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image061.png||alt="icon_autodesign"]]
319 -)))
320 -
321 -**Auto design**
322 -)))
323 -
289 +* [[image:1585576488674-207.png]] **Auto design**
324 324  Quick //Auto design// can be done for the currently displayed unique/group member. Its design parameters can be set/modified in the appearing dialog, and then clicking //OK// starts RC design that updates all detailed result figures and tables.
325 -
326 -
327 -
328 328  * (((
329 -|(((
330 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image015.png||alt="icon_manualdesign2"]]
292 +[[image:1585576562395-771.png]] **Manual design**
293 +(% class="wikiinternallink" %)**Manual design**(%%) can be launched directly for the currently displayed unique/group member. Returning from reinforcement editing updates all detailed result figures and tables.
331 331  )))
332 -
333 -**Manual design**
334 -)))
335 -
336 -[[(% class="wikiinternallink" %)**Manual design**>>path:#_Manual_Design_1]](%%) can be launched directly for the currently displayed unique/group member. Returning from reinforcement editing updates all detailed result figures and tables.
337 -
338 338  * (((
339 -|(((
340 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image062.png||alt="icon_displopt"]]
341 -)))
342 -
343 -**Display options**
344 -)))
345 -
296 +[[image:1585576602329-437.png]] **Display options**
346 346  The content and the appearance of the detailed result can be set with //Display options//. For tables or stress-strain graphs, you can choose all, maximum and characteristic calculation sections to display.
347 -
348 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image063.png]]
298 +\\[[image:1585576584922-303.png]]
349 349  Figure: Display options of Detailed result
350 -
351 -* (((
352 -|(((
353 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image064.png||alt="icon_goto"]]
354 354  )))
355 -
301 +* (((
356 356  **Go to**
357 -)))
358 -
359 359  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.
360 -
361 -
362 -|(((
363 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image065.png]]
364 364  )))
365 365  
366 -Click //Tools > Add view to document// to place all figures and tables or specified details only into //Documentation//.
306 +[[image:1585576635456-709.png]] Click //Tools > Add view to document// to place all figures and tables or specified details only into //Documentation//.
367 367  
368 368  
369 369  **[[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…
370 370  
371 -
372 372  = Surface Reinforcement =
373 373  
374 374  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:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image010.png||alt="icon_calcparam"]] //Design calculation parameters//.
... ... @@ -655,7 +655,6 @@
655 655  
656 656  
657 657  
658 -
659 659  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.
660 660  
661 661  [[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image099.png]]
... ... @@ -714,7 +714,6 @@
714 714  
715 715  
716 716  
717 -
718 718  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.
719 719  
720 720  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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FEM-Design Wiki