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—■ n

Figure 5.10. Slenderness limit as a function of the relative normal force and the moment distribution. Concrete C40, ro = 0,3. (Solid lines = 10%-criterion alt. 1, dashed = alt. 2.)

Table 5.1. Values of slenderness limit taken from figure 5.10, alternative 1 (ro = 0,3.

Figure 5.10. Slenderness limit as a function of the relative normal force and the moment distribution. Concrete C40, ro = 0,3. (Solid lines = 10%-criterion alt. 1, dashed = alt. 2.)

Table 5.1. Values of slenderness limit taken from figure 5.10, alternative 1 (ro = 0,3.

n

M01/M02

0 0

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