RF-CONCRETE Members Version 5

RF-CONCRETE Members Version 5

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5.5.3 Nonlinear Calculation - Fire Resistance

Nonlinear Calculation - Fire Resistance

Figure 5.37 Window 6.3.4 Fire Resistance for Nonlinear Calculation by x-Location

The window shows the governing safety factors and design ratios of the nonlinear fire resistance design. They result from the internal forces for the case of fire, the reinforcement parameters, and the specifications set in the Settings for Nonlinear Calculation dialog box (see Figure 4.4 and Figure 4.6).

The lower part lists all Detailed Results for the table row selected above.

The table columns correspond to the ones of window 6.1.1. They are described in chapter 5.5.1.

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