From version < 27.1 >
edited by Hamid Richard Allili
on 2019/11/26 15:10
To version < 28.1 >
edited by Hamid Richard Allili
on 2019/11/26 15:20
Change comment: There is no comment for this version



Page properties
... ... @@ -88,7 +88,7 @@
88 88  
89 89  = Results =
90 90  
91 -==== Analysis ====
91 +== Analysis ==
92 92  
93 93  The following analysis results are available for CLT/GLC panels :
94 94  - load case
... ... @@ -126,7 +126,7 @@
126 126  
127 127  It is only available for maximum type results, the maximum criteria are the same as for the point based detailed result, except one significant difference: in this case the searching is not limited to a node, the program checks all node on the shell according to the selected criteria. For the first criteria group (All components maximum) the five stress component maximums may arise at five different nodes on the shell (also possibly from five different combinations), this result is excellent to see the overall maximum stresses on the shell considering simultaneously all nodes and all combinations. These nodes are displayed with position and node number on the geometry figure. In case of the second (All layer maximum by stress type) and third (Layer maximum by stress type) maximum criteria group the search focuses on one stress component, thus all stress figures display the result of the same node that provides the maximum for the selected component with simultaneous stress figures at this node for the other components. In the display options the scale/size of the figures and display/font of the values can be specified.
128 128  
129 -==== Design ====
129 +== Design ==
130 130  
131 131  The cross-laminated timber panels are supported with design calculations for ULS combinations and deflection check for serviceability limit states. The latter one can be performed on the analysis tab with the deflection check feature (further information can be found in the description of Shell deflection check). 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. In terms of the ultimate combinations, several checking criteria is available, some of them is optional (can be specified in the calculation parameter) as the EC itself does not contain them. Design check is available at Timber design tab, CLT panel design.
132 132  
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