FIXME **This page is not fully translated, yet. Please help completing the translation.**\\ //(remove this paragraph once the translation is finished)//
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====== Module "Horizontal load distribution on shear walls" ======
====== Module "Horizontal load distribution on shear walls" ======
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* input of the shear walls
* input of the shear walls
* calculation options
* calculation options
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==== Horizontal forces ====
==== Horizontal forces ====
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* By clicking {{:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:plus_button.png?40&nolink|}}, a new wall can be created.
* By clicking {{:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:plus_button.png?40&nolink|}}, a new wall can be created.
* By clicking {{:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:minus_button.png?40&nolink|}}, the selected wall will be deleted.
* By clicking {{:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:minus_button.png?40&nolink|}}, the selected wall will be deleted.
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* Mit {{:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:plus_button.png?40&nolink|}} kann eine neue Wand erzeugt werden.
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* Mit {{:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:minus_button.png?40&nolink|}} wird die selektierte Wand gelöscht.
==== Options ====
==== Options ====
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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.
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In the current version, the stiffness of the wall (with wall fixation) is calculated proportionally with (over) the wall length (??) (c ∼ ℓ<sup> exp</sup>). The exponent exp can be specified here.
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In der derzeitigen Version erfolgt die Berechnung der Wandsteifigkeiten (Wand inkl. Befestigung) proportional über die Wandlänge (c ∼ ℓ<sup> exp</sup>). Der Exponent exp kann hier eingestellt werden.
{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:steifigkeitsschwerpunkt_massenmittelpunkt.png|Stiffness center of walls and center of mass}}
{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:steifigkeitsschwerpunkt_massenmittelpunkt.png|Stiffness center of walls and center of mass}}
==== Output of the forces acting on the walls ====
==== Output of the forces acting on the walls ====
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The output is given separately for the acting forces H<sub>x</sub> and H<sub>y</sub> and the combination H<sub>x</sub> + H<sub>y</sub>. The output comprises the moment, resulting from the load eccentricity, as well as the forces acting on each wall defined with their components x and y (F<sub>x</sub> and F<sub>y</sub>) and also the resulting force F at the angle α<sub>F</sub>. As a control, the sum of the forces in x and y direction, as well as the sum of the moments are verified as well.
The output is given separately for the acting forces H<sub>x</sub> and H<sub>y</sub> and the combination H<sub>x</sub> + H<sub>y</sub>. The output comprises the moment, resulting from the load eccentricity, as well as the forces acting on each wall defined with their components x and y (F<sub>x</sub> and F<sub>y</sub>) and also the resulting force F at the angle α<sub>F</sub>. As a control, the sum of the forces in x and y direction, as well as the sum of the moments are verified as well.
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Die Ausgabe erfolgt getrennt für die angreifenden Kräfte H<sub>x</sub> und H<sub>y</sub> sowie für die Kombination H<sub>x</sub> + H<sub>y</sub>. Ausgegeben wird jeweils das Moment, welches sich aus einem exzentrischen Lastangriff ergibt sowie die Kräfte auf die einzelnen Wände in ihren x- und y-Komponenten (F<sub>x</sub> und F<sub>y</sub>) sowie als Resultierende F unter dem Winkel α<sub>F</sub>. Zur Kontrolle werden auch noch die Summe der Kräfte in x- bzw. y-Richtung sowie die Summe der Momente überprüft.
{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:kraefte_zufolge_hx_und_hy.png|Forces according to Hx and Hy}}
{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:kraefte_zufolge_hx_und_hy.png|Forces according to Hx and Hy}}
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A graphic representation of the results is also divided into H<sub>x</sub>, H<sub>y</sub> and H<sub>x</sub> + H<sub>y</sub> and can be seen in the lower right corner of the window.
A graphic representation of the results is also divided into H<sub>x</sub>, H<sub>y</sub> and H<sub>x</sub> + H<sub>y</sub> and can be seen in the lower right corner of the window.
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Eine graphische Darstellung der Ergebnisse ist im Fenster rechts unten zu sehen, wieder unterteilt in H<sub>x</sub>, H<sub>y</sub> und H<sub>x</sub> + H<sub>y</sub>.
{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:ergebnisse_zufolge_hx_und_hy.png?600|Results according to Hx and Hy}}
{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:ergebnisse_zufolge_hx_und_hy.png?600|Results according to Hx and Hy}}
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===== Implemented calculation methods =====
===== Implemented calculation methods =====
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++++ Modellierung als starre Deckenscheibe und Wände als Wegfedern |
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++++ Modeling as rigid floor plate and walls as extensional springs |