RF-CONCRETE Surfaces – Online Manual Version 5

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RF-CONCRETE Surfaces – Online Manual Version 5

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2.3.4 Possible Load Situations

Possible Load Situations

The load is obtained by applying the principal axial forces n1 and n2, with the principal axial force n1 always being greater than the principal axial force n2 when considering the algebraic sign.

Figure 2.17 Mohr's circle

There are different load situations depending on the algebraic signs of the principal axial forces.