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Steel Portal Frame EC3 RUNET software
8.3 Design Parameters
The National Annex parameters are set according to the
National Annex you select. You may although want to change some of them, or specify some design considerations not mentioned in the national Annex.
8.3.1 NAD parameters
Action coefficients for Ultimate limit states
EQU and STR.
According to Eurocode 0 Table A1.2A and Table
A1.2B.
Click Reset to reset to National Annex values.
Load Combination coefficients according to
Eurocode0 Table A1.1.
Click Reset to reset to National Annex values
Material factors for Steel according to Eurocode
3 §6.1
Material factors for Reinforced concrete according to Eurocode 2 §2.4.2.4., used for the reinforced concrete in the foundation.
Material factors for Soil according to Eurocode 7
Annex A. Used for the foundation design.
Eurocode 3, design parameters.
Lateral torsional buckling computations base on
Eurocode 3 Eq. 6.56, and Tables T 6.3, and T 6.4.
(most common)
Lateral torsional buckling computations base on
Eurocode 3 Eq. 6.57, and Table T 6.5.
Method for Bending and compression.
Method 1 Annex A or method 2 Annex B (most common)
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