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Passende Seitennamen:
- Diskussionen zum CLTdesigner
- CLTdesigner - Versionen und Änderungen
- Modul "Querdruck"
- Modul "Gebäudeaussteifung"
- Modul "BSP-Platte 1D – Durchlaufträger"
- Modul "SHERPA CLT-Connector"
- CLTdesigner - Versions and changes
- Module "Compression perpendicular to grain"
- Module "Horizontal load distribution on shear walls"
- Module "CLT-Plate 1D - Continuous beam"
- Module "SHERPA CLT-Connector"
Volltextergebnisse:
- Module "CLT-Plate 1D - Continuous beam" @en:clt:hotspot:software:cltdesigner:manual
- aphical representation of the input data is shown on the right side. This offers the possibility for a... field "General" defines the service class. It is only allowed to use CLT elements in areas of service... with a maximum of 7 spans including a cantilever on the left and right side can be analysed. The supp... f the CLT plate is calculated automatically based on the thickness of the single layers. The ratio of
- CLTdesigner User manual @en:clt:hotspot:software:cltdesigner
- *Base documents:** * **DIN EN 1990:2010-12 and ON EN 1990:2003-03 respectively:**\\ Basis of structural design * **DIN EN 1991-1-1:2010-12 and ON EN 1991-1-1:2003-03 respectively:**\\ Actions on structures\\ Part 1-1: General actions – Densities... s for buildings * **DIN EN 1995-1-1:2010-12 and ON EN 1995-1-1:2009-07 respectively:**\\ Design of
- Module "Horizontal load distribution on shear walls" @en:clt:hotspot:software:cltdesigner:manual
- ====== Module "Horizontal load distribution on shear walls" ====== {{ en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:gesamtgebaeudeaussteifung.png?600 |Module Horizontal load distribution on shear walls}} ===== Input data ===== The input ... signer:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_kraefte.png |Inpu
- CLTdesigner - Versions and changes @en:clt:hotspot:software:cltdesigner
- s Hasslacher\\ - Displaying the storage location on the window\\ - Output of the deflection in mm in... mm/Richter mod.\\ - vibration check according to ON B extended by vibration acceleration\\ - layups ... e for Hasslacher changed\\ - problem with tables on Mac fixed\\ - SLS combination problem with wind ... |- Binder and Stora Enso layups included\\ - ON B1995-1-1:2014 implemented\\ - disregarding of s
- Modul "Gebäudeaussteifung" @clt:hotspot:software:cltdesigner:manual
- signer:manual:modul_horizontal_force_distribution_on_shear_walls:gesamtgebaeudeaussteifung.png?600 |Mo... signer:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_kraefte.png |Eing... signer:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_deckenpolygon.png... signer:manual:modul_horizontal_force_distribution_on_shear_walls:plus_button.png?40&nolink|}} kann ein
- Module "SHERPA CLT-Connector" @en:clt:hotspot:software:cltdesigner:manual
- lection of screw length * options * depending on the connection type further system specifications... == Screws ==== The SHERPA CLT-Connector is fixed on element 1 (base element) at the factory by using ... screws can be 100 mm, 120 mm or 140 mm, depending on requirements. {{ en:clt:hotspot:software:cltdesi... ==== Load data and design factors ==== Depending on the selected connection type, either loads (conne
- Instructions for download and installation @en:clt:hotspot:software:cltdesigner
- signer}} After successful registration and login on the website, the [[http://www.cltdesigner.at/inde... ava.png?300 |Windows Control Panel}} By clicking on it, the Java Control Panel is shown. Afterwards, ... designer in the Java Cache Viewer and by clicking on the green start button an online search for updates on the CLTdesigner is started. If an updated vers
- CLTdesigner Benutzerhandbuch @clt:hotspot:software:cltdesigner
- Grunddokumente:** * **DIN EN 1990:2010-12 bzw. ON EN 1990:2003-03:**\\ Grundlagen der Tragwerksplanung * **DIN EN 1991-1-1:2010-12 bzw. ON EN 1991-1-1:2003-03:**\\ Einwirkungen auf Tragwe... ten im Hochbau * **DIN EN 1995-1-1:2010-12 bzw. ON EN 1995-1-1:2009-07:**\\ Bemessung und Konstrukt... ür den Hochbau * **DIN EN 1995-1-2:2010-12 bzw. ON EN 1995-1-2:2011-09:**\\ Bemessung und Konstrukt
- CLTdesigner - Versionen und Änderungen @clt:hotspot:software:cltdesigner
- . Hamm/Richter mod.\\ - Schwingungsnachweis nach ON B um Schwingbeschleunigung erweitert\\ - Aufbaut... Binder und Stora Enso Aufbauten aufgenommen\\ - ON B1995-1-1:2014 implementiert\\ - Vernachlässigun... im Anzeigen der Hilfe behoben\\ - kmod-Werte von ON B 2014 richtiggestellt\\ - Bug beim Umstellen de... cheibenschubsteifigkeit und Drillsteifigkeit nach ON B 1995-1-1:2015 | |01.08.2016 | 4.0 f | Deck
- CLTdesigner - Implemented calculation methods @en:clt:hotspot:software:cltdesigner
- ing the translation.**\\ //(remove this paragraph once the translation is finished)// ====== CLTdesig... esign:plate_loaded_in_plane:local_load:local_load_on_wall|Lasteinleitung in Wandscheiben aus BSP – Bes... esign:plate_loaded_in_plane:local_load:local_load_on_wall_short|Ermittlung der wirksamen Lastverteilbr... BSP]] ===== Module "Horizontal load distribution on shear walls" ===== * [[clt:design:building_sys
- Module "Compression perpendicular to grain" @en:clt:hotspot:software:cltdesigner:manual
- ta is offered by a graphical representation shown on the right side. {{ en:clt:hotspot:software:cltde... rs. Regarding to the joining of the outer layers, one should differ: * side gluing of lamellas, * ... g the load introduction above and below. Thereby, one can define if the load is even applied, and if s... oss layers α<sub>90</sub> can be changed, and for one-sided load introduction, it can be specified, in
- Module „CLT-Plate 1D - Internal forces“ @en:clt:hotspot:software:cltdesigner:manual
- heory (of 1<sup>st</sup> or 2<sup>nd</sup> order) on which the calculations are based on * design factors * specifications concerning stability ==== C... e internal forces result from a calculation based on a first order analysis a substitute buckling leng... tive normal force ("problem of stability"). Based on this buckling length and the respective cross sec
- Module "Wall" @en:clt:hotspot:software:cltdesigner:manual
- boundary conditions ==== In the current version, only rectangular wall elements without openings can ... he permanent vertical load has a relieving effect on the anchor force, this is reduced by multiplicati... existing fasteners in the floor joint. Depending on the selected calculation model, different inputs ... e connection with the SHERPA CLT connector. Here, only the load application width of the compression z
- CLTdesigner - Implementierte Berechnungsverfahren @clt:hotspot:software:cltdesigner
- esign:plate_loaded_in_plane:local_load:local_load_on_wall|Lasteinleitung in Wandscheiben aus BSP – Bes... esign:plate_loaded_in_plane:local_load:local_load_on_wall_short|Ermittlung der wirksamen Lastverteilbr... sign:building_system:horizontal_load_distribution_on_shear_walls|Aufteilung von Horizontallasten auf W
- Module "CLT-Plate loaded in plane" @en:clt:hotspot:software:cltdesigner:manual
- as the design factors. The design method is based on a board width which is chosen when defining the c... he utilization ratios, that were calculated based on ETA-08/242 [(:ref:eta_08_0242_2009)] and ETA-09/0