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EN 14015 Annex G - Seismic loads on tanks

Thread starter pvengineer
Start date Apr 26, 2012

Status: Not open for further replies.

Apr 26, 2012

pvengineer

Mechanical

Can anyone please advise for EN 14015 Annex G - Recommendations for seismic provisions for storage tanks, Section G.2.3.1, what the range of values are for the lateral force coefficient G1. i.e. What are the lowest and highset values.

Does anyone know what the lateral force coefficient G1 value is for Kårstø on the West coast of Norway.