Differences

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

--- en:clt:hotspot:software:cltdesigner:manual [2020/10/28 10:14] – Alexandra Thiel
+++ en:clt:hotspot:software:cltdesigner:manual [2022/05/04 14:20] (current) – [Settings/Preferences] Alexandra Thiel
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-Version 7.0
+Version 8.0
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 ==== Modules ====
-Currently the CLTdesigner consists of 8 modules.
+Currently the CLTdesigner consists of 9 modules.
 The [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module „CLT-Plate 1D - Continuous beam“]] offers the required verifications for the ultimate limit state (ULS) with respect to bending and shear for permanent and transient loads as well as accidental (fire) design situations, and the verifications for the serviceability limit state with respect to deflection and vibrations according to EN 1990 or EN 1995 for continuous systems such as cross laminated timber plates.
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 The [[en:clt:hotspot:software:cltdesigner:manual:modul_sherpa_clt_connector|Module „SHERPA CLT-Connector“]] calculates connections of cross laminated timber elements with the SHERPA CLT-Connector according to the European Technical Assessment ETA-18/0083.
+The [[en:clt:hotspot:software:cltdesigner:manual:modul_wall|Module „Wall“]] offers the required verifications for the ultimate limit state (ULS) of walls under vertical and horizontal loads as well as wind perpendicular to the wall plane (cold and hot dimensioning).
 ==== Menu bar ====
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 {{ en:clt:hotspot:software:cltdesigner:manual:preferences_analysis.png |Preferences - Analysis}}
-It is also necessary to specify whether the National Annex should be considered in verification and if so, which one. Furthermore, partial safety factors for the ULS verification need to be specified by selecting either EN, NA or user-defined from a drop-down list.
+It is also necessary to specify whether the National Annex should be considered in verification and if so, which one. Furthermore, partial safety factors for the ULS verification need to be specified by selecting either EN, NA or user-defined from a drop-down list. The user also can specify whether the system coefficient k<sub>sys</sub> should be taken into account or not. For the proof of stability, the imperfection coefficient β<sub>c</sub> and the conversion factor mean value to 5% quantile value k<sub>05</sub> as well as the consideration of the shear deformation can be defined here.
-{{ en:clt:hotspot:software:cltdesigner:manual:preferences_verification_uls.png |Preferences - Verification - ULS}}
+{{ en:clt:hotspot:software:cltdesigner:manual:preferences_verification_uls.png?675 |Preferences - Verification - ULS}}
 The deformation factors (values according to either TU Graz, EN, NA or user-defined), as well as the limit values for deformation need to specified in the "Deformations" tab within the subsection regarding the SLS verification. By ticking the first box, the weight of the plate g<sub>0</sub> will not be considered in calculation of instantaneous deformation w<sub>inst</sub> at t=0. Furthermore, here can be also specified whether the Base Document should be taken into account in deformation analysis or not. Likewise, here is also given an option to neglect short cantilevers in deformation analysis.