Differences

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

--- en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls [2018/04/03 15:54] – [Output of the forces acting on the walls] Alexandra Thiel
+++ en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls [2018/04/03 17:21] – 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 "Horizontal load distribution on shear walls" ======
@@ Line 13: / Line 11: @@
   * input of the shear walls
   * calculation options
 ==== Horizontal forces ====
@@ Line 41: / Line 40: @@
 ==== Options ====
-In the current version, the stiffness of the wall systems is calculated proportional to the wall length (c ∼ ℓ<sup> exp</sup>). The exponent exp can be specified here.
+In the current version, the stiffness of the wall systems c is calculated proportional to the wall length (c ∼ ℓ<sup> exp</sup>). The exponent exp can be specified here.
 {{ en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_optionen.png |Calculation options}}
@@ Line 61: / Line 60: @@
 ===== Implemented calculation methods =====
-++++ Modellierung als starre Deckenscheibe und Wände als Wegfedern |
+++++ Modeling as rigid floor plate and walls as extensional springs |
 {{page> :clt:design:building_system:horizontal_load_distribution_on_shear_walls:model_with_springs&inline&permalink&noheader}}
 ++++