Differences

This shows you the differences between two versions of the page.

--- 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 [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 23: / Line 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 ====
@@ Line 32: / 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 ====
@@ Line 71: / 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 83: / Line 81: @@
 {{page> :clt:design:tbeam:example&inline&permalink}}
 ++++
+~~DISCUSSION~~