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--- en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2017/11/20 09:42] – [Brand] Alexandra Thiel
+++ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam [2024/10/10 17:26] (current) – [Module "Ribbed slab"] 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" ======
-{{ 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 =====
@@ Line 21: / Line 19: @@
 ==== Structural system ====
-In der vorliegenden Version können nur Einfeldträger berechnet werden. In diesem Eingabebereich werden die Auflagerbreiten festgelegt. Über die x-Werte in der Tabelle kann auch die Spannweite verändert werden.
+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 |
@@ Line 33: / Line 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 |
@@ Line 48: / 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 57: / 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}}
 ==== Summary of the results ====
-The summary of the results is analogous to the module "CLT-Plate 1D - Continuous beam".
+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 |
@@ Line 72: / Line 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}}
@@ Line 84: / Line 81: @@
 {{page> :clt:design:tbeam:example&inline&permalink}}
 ++++
+~~DISCUSSION~~