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From version < 34.1 >
edited by Hamid Richard Allili
on 2019/11/27 08:52
To version < 34.2 >
edited by Hamid Richard Allili
on 2019/11/27 09:41
>
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136 136  Deflection check of cross-laminated timber panels can be performed for serviceability limit states. For further information see description of Shell deflection check.
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138 138  By setting different deformation factors in the application data of the panel for characteristic and quasi-permanent combination types, both the instantaneous and long-term deflections can be checked properly according to the EC, respectively.
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139 139  
140 140  == Design ==
141 141  
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