Secret formulas of EN 1993-1-3 – Part 3
- Tartalmak
In our series we have shown in Part 1 and Part 2 how the spring stiffness „K” is determined for and edge and for an intermediate stiffener. In this part we will show how to proceed further.
The goal is to determine how efficiently can this stiffener support the connected compressed plate. To consider local buckling of the compressed plate the effective widths will be calculated. These widths can be either calculated for a plate supported at both ends or for a plate supported at one end only, using Table 4.1 and Table 4.2, respectively.
Please log in to view this content.
Online service access and support options are based on subscription plans. If you cannot view this content, contact our sales department to upgrade your subscription.