XBeam2D Calculation settings: Difference between revisions
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[[Documentation XBeam2D|BACK]] | |||
[[File:XBeam2DCalculationSettings.png]] | [[File:XBeam2DCalculationSettings.png]] | ||
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Within XBeam2D the analysis is Geometric linear (GL) ). | Within XBeam2D the analysis is Geometric linear (GL) ). | ||
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You can choose if you want the dead weight to be automatically generated or not. | You can choose if you want the dead weight to be automatically generated or not. | ||
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=== '''Code check''' === | === '''Code check''' === | ||
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The design working life of the building in years. | The design working life of the building in years. | ||
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The national annex can be chosen by country. Currently the national annexes of [[The Netherlands]], [[Germany]], [[United Kingdom]], [[Belgium]], [[Italy]] | The national annex can be chosen by country. Currently the national annexes of [[The Netherlands]], [[Germany]], [[United Kingdom]], [[Belgium]], [[Italy]] | ||
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The consequence class of the construction. This determines among other things, the load factors that need to be used. | The consequence class of the construction. This determines among other things, the load factors that need to be used. | ||
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The steel code you want to use. | The steel code you want to use. | ||
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The concrete code you want to use. | The concrete code you want to use. | ||
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Specific for concrete setting if partial fixity should be taken into account. | Specific for concrete setting if partial fixity should be taken into account. | ||
Latest revision as of 09:00, 12 November 2022
Analysis
Within XBeam2D the analysis is Geometric linear (GL) ).
Self-weight
You can choose if you want the dead weight to be automatically generated or not.
Gravity acceleration g
Gravity acceleration in m/s2.
Code check
Design working life
The design working life of the building in years.
National Annex
The national annex can be chosen by country. Currently the national annexes of The Netherlands, Germany, United Kingdom, Belgium, Italy
Consequence class
The consequence class of the construction. This determines among other things, the load factors that need to be used.
Steel code
The steel code you want to use.
Concrete code
The concrete code you want to use.
Partial fixity
Specific for concrete setting if partial fixity should be taken into account.
Timber code
The timber code you want to use.