EN 1990
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Article |
Commentary |
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A1.1(1) |
NA may give guidance No default implementation / Not supported for SCIA Engineer
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A1.2.1(1) |
NA may give modifications to combinations for verifying ULS and SLS No default implementation / Not supported for SCIA Engineer
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A1.2.2 (Table A1.1) |
Psi factors for buildings NA data supported in SCIA Engineer
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A1.3.1(1) (Tables A1.2(A) to (C)) |
Design values of actions in persistent and transient design situations. Safety factors Set A, Set B, Set C NA data supported in SCIA Engineer
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A1.3.1(5) |
Design Approach for Geotechnics NA data supported in SCIA Engineer See Theoretical Background - National Annexes to EN 1997
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A1.3.2 (Table A1.3) |
Design values of actions in the accidental and seismic design situations NA data supported in SCIA Engineer
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A1.4.2(2) |
Serviceability criteria No default implementation / Not supported for SCIA Engineer
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