Unterschiede
Hier werden die Unterschiede zwischen zwei Versionen angezeigt.
| Beide Seiten der vorigen Revision Vorhergehende Überarbeitung Nächste Überarbeitung | Vorhergehende Überarbeitung | ||
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en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane [2017/11/16 11:16] Alexandra Thiel [Fire] |
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| - | ====== Module „CLT-Plate loaded in plane“ ====== | ||
| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:gesamtscheibe.png?600 |CLT-Plate loaded in plane}} | ||
| - | ===== Input data ===== | ||
| - | |||
| - | The input is divided into: | ||
| - | |||
| - | * definitions of the cross section | ||
| - | * specification of parameters concerning structural fire design | ||
| - | * internal forces (design values) | ||
| - | * definitions of design factors | ||
| - | ==== Cross section ==== | ||
| - | |||
| - | The input is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. | ||
| - | |||
| - | ++++ 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. | ||
| - | ==== Fire ==== | ||
| - | |||
| - | The input is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam|Module "CLT-Plate 1D - Continuous beam"]]. | ||
| - | |||
| - | ++++ Show description | | ||
| - | {{section> en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#fire&inline&permalink&noheader}} | ||
| - | ++++ | ||
| - | |||
| - | Fire left / right instead of fire above and below. | ||
| - | ==== Internal forces and design factors ==== | ||
| - | |||
| - | 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. | ||
| - | |||
| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:schnittkrafteingabe_scheibe.png |Input - internal forces and design factors}} | ||
| - | ===== Results and Output ===== | ||
| - | |||
| - | ==== Cross section values ==== | ||
| - | |||
| - | The effective stiffnesses of a plate loaded in plane are given in the tab "cross section values" for the full cross section and in case of structural fire design for the charred cross section. | ||
| - | |||
| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png |Cross section values}} | ||
| - | |||
| - | <WRAP center round 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. | ||
| - | </WRAP> | ||
| - | |||
| - | ==== Summary of the results ==== | ||
| - | |||
| - | The calculated substituted thicknesses, stresses as well as utilization ratios of the two mechanisms (Mechanism I – shear and Mechanism II – torsion) are given in the tab "internal forces, stresses and utilization ratios". | ||
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| - | Furthermore, the utilization ratios, that were calculated based on ETA-08/242 [(:ref:eta_08_0242_2009)] and ETA-09/0036 [(:ref:eta_09_0036_2009)] are given. | ||
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| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png |Summary of the results}} | ||
