How can you specify in PLATE-BUCKLING, whether it shall comprise a rigid or non-rigid stiffener (end post) when calculating the reduction factor at shear buckling?

Answer

In the Details, the PLATE-BUCKLING provides a choice between a rigid and non-rigid stiffener (end post) to specify the shear buckling reduction factor (see Figure 1).

Keywords

Rigid stiffener Non-rigid stiffener Table 5.1 Shear buckling reduction factor 

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RSTAB Steel and Aluminum Structures
PLATE-BUCKLING 8.xx

Add-on Module

Plate buckling analysis of rectangular plates with or without stiffeners

Price of First License
900.00 USD
RFEM Steel and Aluminum Structures
RF-PLATE-BUCKLING 5.xx

Add-on Module

Plate buckling analysis of rectangular plates with or without stiffeners

Price of First License
900.00 USD