en:clt:hotspot:software:cltdesigner:manual:modul_tbeam

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en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2017/11/20 09:49] – [Cross section] Alexandra Thielen:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2024/10/10 17:26] (current) – [Module "Ribbed slab"] 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 "Ribbed slab" ====== ====== Module "Ribbed slab" ======
  
-{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:gesamtrippendecke.png?600 |Module Ribbed slab}}+{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:gesamtrippendecke.png |Module Ribbed slab}}
  
 ===== Input data ===== ===== Input data =====
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 In this release, only single span girder can be calculated. The supporting width and span (via x-value in the table) can be defined within this input field. In this release, only single span girder can be calculated. The supporting width and span (via x-value in the table) can be defined within this input field.
  
-{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:statischessystem.png |Input - structural system}}+{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:statischessystem.png?350 |Input - structural system}}
 ==== Cross section ==== ==== Cross section ====
  
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 ++++ ++++
  
-Die Definition des Rippenquerschnittes (Rechteckquerschnitt aus BSH oder Vollholzerfolgt über die Eingabe der Höhe und Breite der Rippe sowie Auswahl des Materials.+The rib cross-section (rectangular cross-section made of glulam or solid woodis defined by entering the height and width of the rib and selecting the material. If "Standard dimensions only" is selected, the dimensions for the nearest standard cross-section are set.
  
-{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:rippenquerschnitt.png |Input - cross section of the rib}}+{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:rippenquerschnitt.png?450 |Input - cross section of the rib}}
 ==== Loads ==== ==== Loads ====
  
-The input is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]], but limited to distributed loads.+The input is the same as for the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]], but limited to distributed loads.
  
 ++++ Show description | ++++ Show description |
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 ==== Vibrations ==== ==== Vibrations ====
  
-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 |
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 ==== Cross section values ==== ==== Cross section values ====
  
-Im oberen Bereich der Karteikarte "Querschnittswerte" werden die Steifigkeiten der BSP-Plattedes BSH-Trägers sowie der Schubfeder, welche als Eingangsparameter für die Ermittlung der mitwirkenden Breite dienen, angezeigt.+The stiffness values of the CLT-plate and the GLT-beam as well as the shear springwhich are shown in the upper section of the tab "cross-section values" are parameters for the determination of the effective width.
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_bsp_bsh.png |Stiffness values of the CLT plate as well as of the rib and the shear spring}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_bsp_bsh.png |Stiffness values of the CLT plate as well as of the rib and the shear spring}}
  
-Darunter können die mitwirkende Breiteder Schwerpunkt sowie die Biege- und Schubsteifigkeit des Rippenquerschnitts im Auflagerund Feldbereich abgerufen werden.+Underneaththe effective width, the center of gravity as well as the bending and shear stiffness of the T-beam at the supports and in between are shown.
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_auflagerbereich.png |Cross section values at supports}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_auflagerbereich.png |Cross section values at supports}}
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 ++++ ++++
  
-Unterschiede zeigen sich jedoch für ULS - Schubda für die BSP-Platte einer Rippendecke auch der Nachweis für Schub bei Belastung in der Ebene (Scheibenschub) zu führen ist.+However, there are differences for ULS - shearsince for the CLT-flange also the in-plane shear has to be considered.
  
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:zusammenfassung.png |Summary of the results}} {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:zusammenfassung.png |Summary of the results}}
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 {{page> :clt:design:tbeam:example&inline&permalink}} {{page> :clt:design:tbeam:example&inline&permalink}}
 ++++ ++++
 +
 +~~DISCUSSION~~
  • en/clt/hotspot/software/cltdesigner/manual/modul_tbeam.1511167792.txt.gz
  • Last modified: 2017/11/20 09:49
  • by Alexandra Thiel