Metallbaumeister In HFP Practice Questions - Metallbaumeisterin Metallbaumeister Mit Eidgenössischem Diplom (HFP) Maître Constructeur Métallique Exam

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When verifying the structural safety (Ultimate Limit State / ULS / Tragfähigkeit) and serviceability (Serviceability Limit State / SLS / Gebrauchstauglichkeit) of a steel canopy according to SIA 260 and SIA 263, which partial safety factor combination is correct for the persistent design situation?

ULS: Ed = 1.0 * Gk + 1.0 * Qk; SLS: Ed = 1.50 * Gk + 1.35 * Qk ULS: Ed = 2.0 * (Gk + Qk); SLS: Ed = 0.5 * (Gk + Qk) ULS: Ed = 1.35 * Gk + 1.50 * Qk,1 + sum(1.50 * psi_0,i * Qk,i); SLS: Ed = 1.0 * Gk + 1.0 * Qk,1 + sum(psi_0,i * Qk,i) (characteristic combination) ULS: Ed = 1.15 * Gk + 1.15 * Qk; SLS: Ed = 1.0 * Gk without variable loads

Correct Answer:

ULS: Ed = 1.35 * Gk + 1.50 * Qk,1 + sum(1.50 * psi_0,i * Qk,i); SLS: Ed = 1.0 * Gk + 1.0 * Qk,1 + sum(psi_0,i * Qk,i) (characteristic combination)

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