<
From version < 133.1 >
edited by Fredrik Lagerström
on 2020/03/19 09:57
To version < 133.2 >
edited by Fredrik Lagerström
on 2020/03/19 09:57
>
Change comment: (Autosaved)

Summary

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Content
... ... @@ -345,40 +345,39 @@
345 345  
346 346  The following table and figures summarize the calculation of Young moduli used in different analysis types for concrete, steel and timber materials.
347 347  
348 -|**Analysis type**| |**Concrete**|**Steel**|**Timber**
349 -|(% rowspan="2" %)(((
348 +(% style="width:882px" %)
349 +|(% style="width:241px" %)**Analysis type**|(% style="width:74px" %) |(% style="width:218px" %)**Concrete**|(% style="width:191px" %)**Steel**|(% style="width:155px" %)**Timber**
350 +|(% rowspan="2" style="width:241px" %)(((
350 350  Load cases,
351 351  
352 352  Load group,
353 353  
354 354  1st order load combination
355 -)))|ULS|(% style="text-align:center; vertical-align:middle" %)(((
356 +)))|(% style="width:74px" %)ULS|(% style="text-align:center; vertical-align:middle; width:218px" %)(((
356 356  (% style="text-align:center" %)
357 357  [[image:1584607729938-352.png]]
358 -)))|(% rowspan="6" style="text-align:center; vertical-align:middle" %)(((
359 -[[image:1584607910298-118.png]]
360 -
361 -
362 -)))|(% rowspan="2" style="text-align:center; vertical-align:middle" %)(((
359 +)))|(% rowspan="6" style="text-align:center; vertical-align:middle; width:191px" %)(((
360 +E,,k,,
361 +)))|(% rowspan="2" style="text-align:center; vertical-align:middle; width:155px" %)(((
363 363  (% style="text-align:center" %)
364 364  [[image:1584607702041-606.png]]
365 365  )))
366 -|SLS|(% style="text-align:center" %)[[image:1584607821351-326.png]]
367 -|(% rowspan="2" %)(((
365 +|(% style="width:74px" %)SLS|(% style="text-align:center; width:218px" %)[[image:1584607821351-326.png]]
366 +|(% rowspan="2" style="width:241px" %)(((
368 368  2nd order load combination,
369 369  
370 370  Imperfection calculation
371 -)))|ULS|(% style="text-align:center" %)[[image:1584607932440-443.png]]|(% rowspan="2" %)(((
370 +)))|(% style="width:74px" %)ULS|(% style="text-align:center; width:218px" %)[[image:1584607932440-443.png]]|(% rowspan="2" style="width:155px" %)(((
372 372  (% style="text-align:center" %)
373 373  [[image:1584607952404-648.png]]
374 374  )))
375 -|SLS|(% style="text-align:center" %)[[image:1584607972854-351.png]]
376 -|Stability analysis| | |
377 -|(((
374 +|(% style="width:74px" %)SLS|(% style="text-align:center; width:218px" %)[[image:1584607972854-351.png]]
375 +|(% style="width:241px" %)Stability analysis|(% style="width:74px" %) |(% style="text-align:center; width:218px" %)f,,stab,, * E,,cm,,|(% style="text-align:center; width:155px" %)[[image:1584608015599-618.png]]
376 +|(% style="width:241px" %)(((
378 378  Eigenfrequency calculation
379 379  
380 380  Seismic analysis
381 -)))| | |
380 +)))|(% style="width:74px" %) |(% style="text-align:center; width:218px" %)F,,din,, * E,,cm,,|(% style="text-align:center; width:155px" %)E,,0,mean,,
382 382  
383 383  Table: Calculation of Young-moduli in different analysis types
384 384  
... ... @@ -386,15 +386,15 @@
386 386  
387 387  Customized material database can be shared between projects and users with the //Export// and //Import// tools. Click //Export// to save all materials of the current project in a named database file (//.fdlmat//). To load an exported material database to a project, just apply //Import// and browse for it.
388 388  
389 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image076.png]]
390 390  
389 +[[image:1584608176655-895.png]]
391 391  Figure: Material export/import
392 392  
393 -**[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image077.wmz||alt="MCj02990090000%5b1%5d"]] **Just one click on [[**Quantity estimation**// //(>>path:#_Quantity_Estimation]]//Tools// menu), and a fast process collects all structural elements of the current project with their applied materials, material qualities, identifiers, main geometric parameters (e.g. profiles), quantities etc.
392 +|(% style="width:97px" %)[[image:light.png]]|(% style="width:1393px" %)Just one click on **Quantity estimation**// //(//Tools// menu), and a fast process collects all structural elements of the current project with their applied materials, material qualities, identifiers, main geometric parameters (e.g. profiles), quantities etc.
394 394  
395 -**[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image035.wmz||alt="MCj04113200000%5b1%5d"]] **Modifying the national standard for a model the program shows a dialog where you can convert the material property of the structural elements and the reinforcing steel, so the materials will automatically change after switching the code.
394 +|(% style="width:113px" %)[[image:warning.png]]|(% style="width:1377px" %)Modifying the national standard for a model the program shows a dialog where you can convert the material property of the structural elements and the reinforcing steel, so the materials will automatically change after switching the code.
396 396  
397 -[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image078.png]]
396 +[[image:1584608191237-124.png]]
398 398  
399 399  Figure: Material conversion dialog
400 400  
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