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It is assumed that cylindrical container is supported by base slab along its whole circumference, and that base slab is supported by four annular segments of same radius as that of cylinder; method based on theory of elasticity is presented for calculation of shear forces in cylinder wall and base plate.
It is assumed that cylindrical container is supported by base slab along its whole circumference, and that base slab is supported by four annular segments of same radius as that of cylinder; method based on theory of elasticity is presented for calculation of shear forces in cylinder wall and base plate.
Silos and tanks on single supports
Silos und Behaelter auf Einzelstuetzen
Mason, J. (author)
Bautechnik ; 41
1964
5 pages
Article (Journal)
German
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