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From version < 68.1 >
edited by StruSoft Developers
on 2020/02/05 13:53
To version < 68.2 >
edited by StruSoft Developers
on 2020/02/05 13:53
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15 15  
16 16  Although, the theory used for the calculation of displacements and stresses is general, the application data (e.g. deformation factor, service class, etc.) and design methods for CLT panels are very specific and standard dependent. In order to preserve the possibility of general application, two new options are added to the original mechanical model used for the calculation of timber shell structures (Orthotropic shell): Cross laminated timber and General laminated composite (GLC).
17 17  
18 +[[image:CLT.gif]]
18 18  
20 +[[image:GeneralLaminatedComposite.gif]]
21 +
19 19  [[image:1574852042766-929.png]]
20 20  
21 21  
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