# Changes for page Structure definition

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

## Details

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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