en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain

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en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain [2018/04/03 14:31] – [Plate dimensions and gap execution] Alexandra Thielen:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain [2018/04/03 16:58] – [Calculation options] Alexandra Thiel
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 {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:plattenabmessungen.png |Input - Plate dimensions and gap execution}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:plattenabmessungen.png |Input - Plate dimensions and gap execution}}
  
-FIXME +In addition to plate dimensions, the analysis also considers the way the lamellas are joined into individual layers. Regarding to the joining of the outer layers, one should differ:
- +
-In addition to plate dimensions, the analysis also considers the way the lamellas are joined into individual layers. In this regard, when it comes to outer layers, one should differ:+
   * side gluing of lamellas,   * side gluing of lamellas,
   * assembly without adhesive where lamellas are placed side by side without the sheduled gaps or the expected occurence of cracks and   * assembly without adhesive where lamellas are placed side by side without the sheduled gaps or the expected occurence of cracks and
   * possible occurence of gaps or cracks wider than 1 mm.   * possible occurence of gaps or cracks wider than 1 mm.
- 
-Neben der Plattenabmessungen geht auch die Fugenausführung in die Berechnung ein. Bezüglich der Fugenausführung ist zu unterscheiden ob die Decklagen 
-  * seitenverklebt sind, 
-  * nicht seitenverklebt, aber Mann an Mann (ohne planmäßige Fugen) bzw. ob Risse zu erwarten sind und 
-  * ob Fugen oder Risse mit größer 1 mm auftreten können. 
 ==== Load data and design factors ==== ==== Load data and design factors ====
- 
-FIXME 
  
 The applied force F<sub>c,90</sub> (design value) in [N], as well as the design factors can be specified here. The applied force F<sub>c,90</sub> (design value) in [N], as well as the design factors can be specified here.
- 
-Hier können die einzuleitende Kraft F<sub>c,90</sub> (Bemessungswert) in [N] sowie die Bemessungsfaktoren angegeben werden. 
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:lasten_bemessungsfaktoren.png |Input - load data and design factors}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:lasten_bemessungsfaktoren.png |Input - load data and design factors}}
  
 ==== Load configuration ==== ==== Load configuration ====
- 
-FIXME 
  
 The load situation is described by specifying the load introduction above and below. Thereby, one can define if the load is even applied, and if so, if it is applied locally or continuously (over entire surface).     The load situation is described by specifying the load introduction above and below. Thereby, one can define if the load is even applied, and if so, if it is applied locally or continuously (over entire surface).    
  
-If the load is applied locally, it needs to be defined by entering the dimensions of the load surface (length l<sub>1,2</sub> in direction x and width w<sub>1,2</sub> in direction y) and the position. The position is defined as the distance between the center of a load surface and the origin of the coordinate system (lower left corner of the plate). Currently, centers of the top and the bottom load surface are coupled and cannot be moved relative to each other.           +If the load is applied locally, it needs to be defined by entering the dimensions of the load surface (length l<sub>1,2</sub> in direction x and width w<sub>1,2</sub> in direction y) and the position. The position is defined as the distance between the center of a load surface and the origin of the coordinate system (lower left corner of the plate). Currently, centers of the top and the bottom load surface are coupled and cannot be moved relative to each other.
- +
-Die Lastsituation wird durch die Lasteinleitung oben und unten beschrieben. Dabei kann die Lasteinleitung lokal oder kontinuierlich (über gesamte Plattenfläche) erfolgen oder auch keine Lasteinleitung vorhanden sein. +
- +
-Bei lokaler Lasteinleitung sind die Abmessungen der Beanspruchungsfläche (Länge in x-Richtung l<sub>1,2</sub> und Breite in y-Richtung w<sub>1,2</sub>) sowie die Lage einzugeben. Die Lage wird durch den Abstand des Mittelpunktes der Beanspruchungsfläche zum Koordinatenursprung (Eckpunkt der Platte links unten) beschrieben. Derzeit sind die Mittelpunkte der Beanspruchungsflächen oben und unten gekoppelt und können nicht gegeneinander verschoben werden.+
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:lastsituation.png |Input - load configuration}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:lastsituation.png |Input - load configuration}}
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 ==== Calculation options ==== ==== Calculation options ====
  
-In den Berechnungsoptionen können die Lastausbreitungswinkel für Längslagen α<sub>0</sub> und für Querlagen α<sub>90</sub> verändert werden sowie bei einseitiger Lasteinleitung kann angegeben werden, in welcher Höhe (= k<sub>ls</sub> ⋅ t<sub>CLT</sub>) die effektive Fläche bestimmt werden soll.+In the calculation options, the load distribution angles for longitudinal layers α<sub>0</sub> and cross layers α<sub>90</sub> can be changed, and for one-sided load introduction, it can be specified, in which depth (= k<sub>ls</sub> ⋅ t<sub>CLT</sub>) the effective area is to be determined.
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:berechnungsoptionen.png |Input - calculation options}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:berechnungsoptionen.png |Input - calculation options}}
  • en/clt/hotspot/software/cltdesigner/manual/modul_compression_perpendicular_to_grain.txt
  • Last modified: 2020/03/26 11:45
  • by Alexandra Thiel