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 [2018/04/03 16:39] – [Cross section values] Alexandra Thiel | en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2025/06/16 17:54] (aktuell) – [Implemented calculation methods] 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 " | ====== Module " | ||
| - | {{ en: | + | {{ en: |
| ===== Input data ===== | ===== Input data ===== | ||
| Zeile 23: | Zeile 21: | ||
| 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: | + | {{ en: |
| ==== Cross section ==== | ==== Cross section ==== | ||
| Zeile 32: | Zeile 30: | ||
| ++++ | ++++ | ||
| - | Die Definition des Rippenquerschnittes | + | The rib cross-section |
| - | {{ en: | + | {{ en: |
| ==== Loads ==== | ==== Loads ==== | ||
| Zeile 71: | Zeile 69: | ||
| ++++ | ++++ | ||
| - | Unterschiede zeigen sich jedoch für ULS - Schub, da für die BSP-Platte einer Rippendecke auch der Nachweis für Schub bei Belastung | + | However, there are differences for ULS - shear, since for the CLT-flange also the in-plane shear has to be considered. |
| {{ en: | {{ en: | ||
| - | ===== Implemented calculation methods ===== | + | /*===== Implemented calculation methods ===== |
| ++++ Effective width of T-beams made of CLT and GLT | | ++++ Effective width of T-beams made of CLT and GLT | | ||
| Zeile 83: | Zeile 81: | ||
| {{page> : | {{page> : | ||
| ++++ | ++++ | ||
| + | |||
| + | ~~DISCUSSION~~*/ | ||