Unterschiede
Hier werden die Unterschiede zwischen zwei Versionen angezeigt.
| Beide Seiten der vorigen Revision Vorhergehende Überarbeitung | |||
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en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2018/04/03 14:43] Alexandra Thiel |
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| - | ====== Module "Ribbed slab" ====== | ||
| - | {{ 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 ==== | ||
| - | |||
| - | {{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 [[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 [[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 [[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#vibrations&inline&permalink&noheader}} | ||
| - | ++++ | ||
| - | ===== Results and Output ===== | ||
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| - | ==== Cross section values ==== | ||
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| - | The stiffness values of the CLT-plate and the GLT-beam as well as the shear spring, which are shown in the upper section of the tab "cross-section values" are parameters for the determination of the effective width. | ||
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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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| - | Underneath, the 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. | ||
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| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_auflagerbereich.png |Cross section values at supports}} | ||
| - | ==== Summary of the results ==== | ||
| - | |||
| - | The summary of the results is analogous to the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. | ||
| - | |||
| - | ++++ Show description | | ||
| - | {{page> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#summary_of_the_results&inline&permalink&noheader}} | ||
| - | ++++ | ||
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| - | However, there are differences for ULS - shear, since for the CLT-flange also the in-plane shear has to be considered. | ||
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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}} | ||
| - | ++++ | ||
