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en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam [2017/11/16 11:56] – [Cross section] Alexandra Thiel | en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam [2020/03/24 11:49] – [Optimization of layup] Alexandra Thiel | ||
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- | FIXME **This page is not fully translated, yet. Please help completing the translation.**\\ //(remove this paragraph once the translation is finished)// | + | ====== Module |
- | + | ||
- | ====== Module | + | |
{{ en: | {{ en: | ||
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The width of the CLT plate strips can be also defined in this field. The default value is set to 1 m. The thickness of the CLT plate is calculated automatically based on the thickness of the single layers. | The width of the CLT plate strips can be also defined in this field. The default value is set to 1 m. The thickness of the CLT plate is calculated automatically based on the thickness of the single layers. | ||
+ | |||
+ | The ratio of board thickness to board width can also be changed here. The default setting is 1:4. | ||
=== My CLT cross sections === | === My CLT cross sections === | ||
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* With {{: | * With {{: | ||
* With {{: | * With {{: | ||
+ | |||
+ | <WRAP center round info 100%> | ||
+ | **Syntax of the csv file** | ||
+ | |||
+ | name;number of layers n;layer thickness in [m] t< | ||
+ | |||
+ | Example: | ||
+ | Test layup; | ||
+ | </ | ||
+ | |||
+ | === My materials === | ||
+ | |||
+ | With the button {{: | ||
+ | |||
+ | {{ en: | ||
+ | |||
+ | * With {{: | ||
+ | * With {{: | ||
+ | * With {{: | ||
+ | * With {{: | ||
+ | * With {{: | ||
+ | |||
+ | <WRAP center round info 100%> | ||
+ | **Syntax of the csv file** | ||
+ | |||
+ | 1. row: description of the parameters\\ | ||
+ | 2. row: units of the parameters\\ | ||
+ | 3. row: value\\ | ||
+ | delimiter: ";" | ||
+ | |||
+ | Example: | ||
+ | Name; | ||
+ | ; | ||
+ | Mat 1; | ||
+ | </ | ||
+ | |||
+ | The user-defined materials are then displayed in the material selection list. | ||
+ | |||
+ | {{ en: | ||
+ | |||
+ | === Optimization of layup === | ||
+ | |||
+ | Use the button {{en: | ||
+ | |||
+ | {{ en: | ||
+ | |||
+ | With the help of this tool, the possible layups can be determined for the given system and load situation. The optimization can be restricted with regard to producers, number of layers or by means of limits for the panel thickness. Furthermore, | ||
+ | |||
+ | With the buttons " | ||
+ | |||
+ | The possible setups are then displayed in the table and the selected setup can be transferred to the main window by clicking the " | ||
==== Loads ==== | ==== Loads ==== | ||
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The plate weight is calculated automatically. The calculation method can be selected in the settings/ | The plate weight is calculated automatically. The calculation method can be selected in the settings/ | ||
- | * calculation based on the arithmetic average | + | * calculation based on the mean value of density of the chosen material |
* calculation based on a user-defined density | * calculation based on a user-defined density | ||
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* FIN, IS, N, S | * FIN, IS, N, S | ||
- | {{ en: | + | The span of each field can also be modified in the table of distributed |
- | The span of each field can also be modified | + | Concentrated loads can be entered |
- | FIXME Einzellasten | + | {{ en: |
==== Fire ==== | ==== Fire ==== | ||
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For the vibration verification the following specifications are of importance: | For the vibration verification the following specifications are of importance: | ||
- | * high oder normal requirements? | + | * high or normal requirements? |
* modal damping factor | * modal damping factor | ||
* consideration of the screed (concrete topping) stiffness | * consideration of the screed (concrete topping) stiffness | ||
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* modulus of elasticity of the screed (concrete topping) | * modulus of elasticity of the screed (concrete topping) | ||
* support (2-sided or 4-sided) | * support (2-sided or 4-sided) | ||
- | * plate width b perpendicular to the load carrying direction | + | * room width b perpendicular to the load carrying direction |
The effective width b< | The effective width b< |