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

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en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2017/11/16 12:16] – [Fire] Alexandra Thielen:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2020/10/28 10:13] (aktuell) Alexandra Thiel
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-====== 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 ====
  
-The input is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|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 | ++++ Show description |
Zeile 21: Zeile 21:
 ==== Fire ==== ==== Fire ====
  
-The input is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|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 | ++++ Show description |
Zeile 41: Zeile 41:
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png |Cross section values}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png |Cross section values}}
  
-<WRAP center round info 100%>+<WRAP center info 100%>
 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. 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>
Zeile 52: Zeile 52:
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png |Summary of the results}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png |Summary of the results}}
 +
 +~~DISCUSSION~~
  • en/clt/hotspot/software/cltdesigner/manual/modul_plate_in_plane.1510830964.txt.gz
  • Zuletzt geändert: 2017/11/16 12:16
  • von Alexandra Thiel