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--- en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2017/11/20 09:49] – [Cross section] Alexandra Thiel
+++ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2020/03/26 11:46] (current) – Alexandra Thiel
@@ Line 1: / Line 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" ======
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 ==== 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 |
@@ Line 47: / Line 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 |
@@ Line 56: / Line 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}}
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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.
+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}}
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 {{page> :clt:design:tbeam:example&inline&permalink}}
 ++++
+~~DISCUSSION~~