DESIGN RECOMMENDATION FOR STORAGE TANKS AND Explore further
2017-3-28u2002·u2002F yield strength (N mm 2) b fcr allowable bending stress in the cylindrical wall (N/mm 2) c fcr allowable compressive stress in the cylindrical wall (N/mm 2) s fcr allowable shear stress in the cylindrical wall (N/mm 2) g acceleration of gravity (= 9.8m/s2) h damping ratio I importance factor j order of natural frequency
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