Unterschiede
Hier werden die Unterschiede zwischen zwei Versionen angezeigt.
Beide Seiten der vorigen Revision Vorhergehende Überarbeitung Nächste Überarbeitung | Vorhergehende Überarbeitung | ||
en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2017/11/20 08:47] Alexandra Thiel [Summary of the results] |
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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" ====== | ||
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- | {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:gesamtrippendecke.png?600 |Module Ribbed slab}} | ||
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- | ===== Input data ===== | ||
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- | The input is divided into: | ||
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- | * general information about the project and the considered structural element | ||
- | * definitions of the structural system | ||
- | * definitions of the cross section | ||
- | * input of the loads | ||
- | * informations about vibration parameters | ||
- | * calculation options | ||
- | ==== General ==== | ||
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- | {{page> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#general&inline&permalink&noheader}} | ||
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- | ==== Structural system ==== | ||
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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. | ||
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- | {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:statischessystem.png |Input - structural system}} | ||
- | ==== Cross section ==== | ||
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- | The input of the CLT cross section is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. | ||
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- | ++++ Show description | | ||
- | {{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#cross_section&inline&permalink&noheader}} | ||
- | ++++ | ||
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- | Die Definition des Rippenquerschnittes (Rechteckquerschnitt aus BSH oder Vollholz) erfolgt über die Eingabe der Höhe und Breite der Rippe sowie Auswahl des Materials. | ||
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- | {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:rippenquerschnitt.png |Input - cross section of the rib}} | ||
- | ==== Loads ==== | ||
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- | 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. | ||
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- | ++++ Show description | | ||
- | {{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#loads&inline&permalink&noheader}} | ||
- | ++++ | ||
- | ==== Fire ==== | ||
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- | In this module, currently no structural fire design is possible. | ||
- | ==== Vibrations ==== | ||
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- | The input is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. | ||
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- | ++++ Show description | | ||
- | {{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#vibrations&inline&permalink&noheader}} | ||
- | ++++ | ||
- | ===== Results and Output ===== | ||
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- | ==== Cross section values ==== | ||
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- | Im oberen Bereich der Karteikarte "Querschnittswerte" werden die Steifigkeiten der BSP-Platte, des BSH-Trägers sowie der Schubfeder, welche als Eingangsparameter für die Ermittlung der mitwirkenden Breite dienen, angezeigt. | ||
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- | {{ 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}} | ||
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- | Darunter können die mitwirkende Breite, der Schwerpunkt sowie die Biege- und Schubsteifigkeit des Rippenquerschnitts im Auflager- und Feldbereich abgerufen werden. | ||
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- | {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_auflagerbereich.png |Cross section values at supports}} | ||
- | ==== Summary of the results ==== | ||
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- | The summary of the results is analogous to the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. | ||
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- | ++++ Show description | | ||
- | {{page> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#summary_of_the_results&inline&permalink&noheader}} | ||
- | ++++ | ||
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- | Unterschiede zeigen sich jedoch für ULS - Schub, da für die BSP-Platte einer Rippendecke auch der Nachweis für Schub bei Belastung in der Ebene (Scheibenschub) zu führen ist. | ||
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- | {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:zusammenfassung.png |Summary of the results}} | ||
- | ===== Implemented calculation methods ===== | ||
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- | ++++ Effective width of T-beams made of CLT and GLT | | ||
- | {{page> :clt:design:tbeam:bef&inline&permalink}} | ||
- | ++++ | ||
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- | ++++ Calculation example concerning the effective width of T-beams made of CLT and GLT | | ||
- | {{page> :clt:design:tbeam:example&inline&permalink}} | ||
- | ++++ |