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en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2017/11/15 16:59] – [Cross section] Alexandra Thiel | en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2020/10/28 10:13] (current) – 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 "CLT-Plate loaded in plane" ====== |
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====== Module „CLT-Plate loaded in plane“ ====== | |
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{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:gesamtscheibe.png?600 |CLT-Plate loaded in plane}} | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:gesamtscheibe.png?600 |CLT-Plate loaded in plane}} |
==== Cross section ==== | ==== Cross section ==== |
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See [[modul_plate1d_continuousbeam#cross_section|Module CLT-Plate 1D - Continuous beam]] | The input is the same as for the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. |
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| ++++ Show description | |
| {{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#cross_section&inline&permalink&noheader}} |
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In this module it is not possible to change the cross sectional width. | In this module it is not possible to change the cross sectional width. |
==== Fire ==== | ==== Fire ==== |
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See [[modul_plate1d_continuousbeam#brand|Module CLT-Plate 1D - Continuous beam]] | The input is the same as for the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. |
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| ++++ Show description | |
| {{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#fire&inline&permalink&noheader}} |
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Fire left / right instead of fire above and below. | Fire left / right instead of fire above and below. |
==== Internal forces and design factors ==== | ==== Internal forces and design factors ==== |
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In the tab „internal forces, stresses and utilization ratio“ it is possible to define the shear force in plane per unit length n<sub>xy,d</sub>, as well as the design factors. The design method is based on a board width of 150 mm. FIXME | In the tab „internal forces, stresses and utilization ratio“ it is possible to define the shear force in plane per unit length n<sub>xy,d</sub>, as well as the design factors. The design method is based on a board width which is chosen when defining the cross section. |
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{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:schnittkrafteingabe_scheibe.png |Input - internal forces and design factors}} | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:schnittkrafteingabe_scheibe.png |Input - internal forces and design factors}} |
{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png |Cross section values}} | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png |Cross section values}} |
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<WRAP center round info 100%> | <WRAP center info 100%> |
The small differences between the extensional stiffnesses D<sub>x</sub> and D<sub>y</sub> and the effective extensional stiffness EA<sub>ef</sub> in the module CLT-Plate 1D result from the negligence of the extensional stiffness of the cross layers in this module. | The small differences between the extensional stiffnesses D<sub>x</sub> and D<sub>y</sub> and the effective extensional stiffness EA<sub>ef</sub> in the module CLT-Plate 1D result from the negligence of the extensional stiffness of the cross layers in this module. |
</WRAP> | </WRAP> |
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{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png |Summary of the results}} | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png |Summary of the results}} |
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| ~~DISCUSSION~~ |