EN 1991-1-3
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Article |
Commentary |
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1.1(2) |
NA may give guidance for the treatment of snow loads for altitudes above 1 500 m. No default implementation / Not supported for SCIA Engineer
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1.1(4) |
NA may give modifications to shape coefficients (in the Annex B) No default implementation / Not supported for SCIA Engineer
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2(3), 2(4) |
The National Annex may give the conditions of use of the exceptional snow load No default implementation / Not supported for SCIA Engineer
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3.3(1), 3.3(3) |
The National Annex may define which design situation to apply for a particular local effect described in Section 6 No default implementation / Not supported for SCIA Engineer
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4.1(1) |
Characteristic snow load on the ground sk NA data (formulae) supported in SCIA Engineer
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4.2(1) |
Representative values of snow load (ψ0, ψ1, ψ2) NA data supported in SCIA Engineer
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4.3(1) |
Exceptional snow load on the ground sAd NA data supported in SCIA Engineer
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5.2(1), 5.2(4), 5.2(5), 5.2(6) |
The load arrangement. It can be modified by National annexes. No default implementation / Not supported for SCIA Engineer
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5.2(7) |
The exposure coefficient Ce NA data supported in SCIA Engineer
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5.2(8) |
The thermal coefficient Ct NA data supported in SCIA Engineer
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5.3.3(4), 5.3.4(3), 5.3.5(1), 5.3.5(3), 5.3.6(1), 5.3.6(3) |
The roof shape coefficient. No default implementation / Not supported for SCIA Engineer
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A(1) (through table A1) |
Design situations and load arrangements for different locations No default implementation / Not supported for SCIA Engineer
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