en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane

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en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2017/11/15 16:50] – [Schnittgrößen und Bemessungsfaktoren] Alexandra Thielen:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2020/03/26 11:45] Alexandra Thiel
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-FIXME **This page is not fully translated, yet. Please help completing the translation.**\\ //(remove this paragraph once the translation is finished)// +====== Module "CLT-Plate loaded in plane======
- +
-====== Module CLT-Plate loaded in plane“ ======+
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:gesamtscheibe.png?600 |CLT-Plate loaded in plane}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:gesamtscheibe.png?600 |CLT-Plate loaded in plane}}
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 ==== Cross section ==== ==== Cross section ====
  
-See [[modul_plate1d_continuousbeam#cross_section|Module CLT-Plate 1D - Continuous beam]]+The input is the same as for the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]].
  
-In diesem Modul kann die Querschnittsbreite nicht verändert werden.+++++ Show description | 
 +{{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#cross_section&inline&permalink&noheader}} 
 +++++ 
 + 
 +In this module it is not possible to change the cross sectional width.
 ==== Fire ==== ==== Fire ====
  
-See [[modul_plate1d_continuousbeam#brand|Module CLT-Plate 1D - Continuous beam]]+The input is the same as for the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]
 + 
 +++++ Show description | 
 +{{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#fire&inline&permalink&noheader}} 
 +++++
  
-Brand links rechts statt Brand oben / unten.+Fire left right instead of fire above and below.
 ==== Internal forces and design factors ==== ==== Internal forces and design factors ====
  
-In the tab „internal forces, stresses and utilization ratio“ it is possible to define the shear force in plane per unit length n<sub>xy,d</sub>, as well as the design factors. The design method is based on a board width of 150 mmFIXME+In the tab „internal forces, stresses and utilization ratio“ it is possible to define the shear force in plane per unit length n<sub>xy,d</sub>, as well as the design factors. The design method is based on a board width which is chosen when defining the cross section.
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:schnittkrafteingabe_scheibe.png |Input - internal forces and design factors}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:schnittkrafteingabe_scheibe.png |Input - internal forces and design factors}}
-===== Ergebnisse und Ausgabe =====+===== Results and Output =====
  
-==== Querschnittswerte ====+==== Cross section values ====
  
-In der Karteikarte „Querschnittswerte“ können die effektiven Steifigkeiten der Scheibe für den Vollquerschnitt und im Falle einer Brandbemessung auch für den Brandquerschnitt abgerufen werden.+The effective stiffnesses of a plate loaded in plane are given in the tab "cross section values" for the full cross section and in case of structural fire design for the charred cross section.
  
-{{ clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png?600 |Querschnittswerte}}+{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png |Cross section values}}
  
 <WRAP center round info 100%> <WRAP center round info 100%>
-Die geringen Unterschiede zwischen der Dehnsteifigkeit D<sub>x</sub> bzw. D<sub>y</sub> und der effektiven Dehnsteifigkeit EA<sub>ef</sub> im Modul BSP-Platte 1D resultieren aus der Vernachlässigung der Dehnsteifigkeiten der Querlagen in diesem Modul.+The small differences between the extensional stiffnesses D<sub>x</sub> and D<sub>y</sub> and the effective extensional stiffness EA<sub>ef</sub> in the module CLT-Plate 1D result from the negligence of the extensional stiffness of the cross layers in this module.
 </WRAP> </WRAP>
  
 +==== Summary of the results ====
  
-==== Zusammenfassung der Ergebnisse ====+The calculated substituted thicknesses, stresses as well as utilization ratios of the two mechanisms (Mechanism I – shear and Mechanism II – torsion) are given in the tab "internal forces, stresses and utilization ratios".
  
-In der Karteikarte „SchnittgrößenSpannungen und Ausnutzung“ werden die berechneten ErsatzdickenSpannungen sowie die Ausnutzungsgrade der beiden Mechanismen (Mechanismus – Schub und Mechanismus – Torsionangezeigt.+Furthermorethe utilization ratiosthat were calculated based on ETA-08/242 [(:ref:eta_08_0242_2009)] and ETA-09/0036 [(:ref:eta_09_0036_2009)] are given.
  
-Zum Vergleich werden auch die Ausnutzungsgrade angelehnt an ETA-08/242 [(:ref:eta_08_0242_2009)] und ETA-09/0036 [(:ref:eta_09_0036_2009)] berechnet und angezeigt.+{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png |Summary of the results}}
  
-{{ clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png?600 |Zusammenfassung der Ergebnisse}}+~~DISCUSSION~~
  • en/clt/hotspot/software/cltdesigner/manual/modul_plate_in_plane.txt
  • Last modified: 2020/10/28 10:13
  • by Alexandra Thiel