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

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An entrance canopy with a monopitch roof (inclination alpha = 5°) is attached to a 15-meter-high vertical facade in Chur (altitude 600 m a.s.l.). When calculating the characteristic snow load (s) according to SIA 261, how must the metal construction master account for snow drifting against the adjacent high facade wall?

Ignore snow accumulation at the wall junction because wind continuously blows snow off low-pitch canopies Combine the undrifted snow load shape coefficient mu1 with an additional snow drift shape coefficient mu2 that increases linearly toward the facade wall based on the height difference and canopy length Apply the basic ground snow load sk without multiplying by any roof shape or thermal coefficients Reduce the snow load by 50% because the monopitch angle of 5° allows instant snow sliding

Correct Answer:

Combine the undrifted snow load shape coefficient mu1 with an additional snow drift shape coefficient mu2 that increases linearly toward the facade wall based on the height difference and canopy length

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