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_plate1d_internalforces [2017/11/20 08:47] Alexandra Thiel [Cross section] |
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| - | ====== Module „CLT-Plate 1D - Internal forces“ ====== | ||
| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces:gesamtcs.png?600 |CLT-Plate 1D - Internal forces}} | ||
| - | ===== Input data ===== | ||
| - | |||
| - | The input is divided into: | ||
| - | |||
| - | * definitions of the cross section | ||
| - | * specifications concerning structural fire design | ||
| - | * internal forces according to the theory (of 1<sup>st</sup> or 2<sup>nd</sup> order) on which the calculations are based on | ||
| - | * design factors | ||
| - | * specifications concerning stability | ||
| - | ==== Cross section ==== | ||
| - | |||
| - | 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}} | ||
| - | ++++ | ||
| - | ==== 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}} | ||
| - | ++++ | ||
| - | ==== Type of calculation, internal forces, design factors and specifications concerning stability ==== | ||
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| - | The internal forces and the underlying type of calculation are defined in the tab „Internal forces, stresses and utilisation ratios“. Additionally, the design values are specified here. | ||
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| - | If the internal forces result from a calculation based on a first order analysis a substitute buckling length has to be stated in case of a negative normal force ("problem of stability"). Based on this buckling length and the respective cross section the required buckling factor k<sub>c</sub> needed for the verification is calculated automatically. | ||
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| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces:angabencsverification.png |Input - internal forces, design factors and specifications concerning stability}} | ||
| - | ===== Results and output ===== | ||
| - | |||
| - | ==== Cross section values ==== | ||
| - | |||
| - | The output 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_values&inline&permalink&noheader}} | ||
| - | ++++ | ||
| - | ==== Summary of the results ==== | ||
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| - | The stress distributions and the governing utilisation ratios are shown in the tab "Internal forces, stresses and utilisation ratios". | ||
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| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces:ergebnissecsverification.png?600 |Summary of the results}} | ||
| - | ==== Detailed results ==== | ||
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| - | Stresses and utilisation ratios of the single layers are shown when clicking on the "Details" button. | ||
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| - | {{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces:detailscsverification.png?600 |Detailed results}} | ||
