Unterschiede

Hier werden die Unterschiede zwischen zwei Versionen angezeigt.

--- en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2017/11/20 09:47] – [Summary of the results] Alexandra Thiel
+++ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2025/06/16 17:54] (aktuell) – [Implemented calculation methods] Alexandra Thiel
@@ Zeile 1: / Zeile 1: @@
-FIXME **This page is not fully translated, yet. Please help completing the translation.**\\ //(remove this paragraph once the translation is finished)//
 ====== 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 =====
@@ 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.
-{{ 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 ====
-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"]].
+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"]].
 ++++ Show description |
@@ Zeile 32: / Zeile 30: @@
 ++++
-Die Definition des Rippenquerschnittes (Rechteckquerschnitt aus BSH oder Vollholz) erfolgt 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 wood) is 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 ====
-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 |
@@ Zeile 47: / Zeile 45: @@
 ==== 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 |
@@ Zeile 56: / Zeile 54: @@
 ==== Cross section values ====
-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.
+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.
 {{ 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 Breite, der Schwerpunkt sowie die Biege- und Schubsteifigkeit des Rippenquerschnitts im Auflager- und Feldbereich abgerufen werden.
+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.
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:querschnittswerte_auflagerbereich.png |Cross section values at supports}}
@@ 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 in der Ebene (Scheibenschub) zu führen ist.
+However, there are differences for ULS - shear, since 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}}
-===== Implemented calculation methods =====
+/*===== Implemented calculation methods =====
 ++++ Effective width of T-beams made of CLT and GLT |
@@ Zeile 83: / Zeile 81: @@
 {{page> :clt:design:tbeam:example&inline&permalink}}
 ++++
+~~DISCUSSION~~*/