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THE moment distribution method is used to find the moments and the ring tension in the walls and the bases of the following two types of cylindrical tank:
(a) Cylindrical tank on a rigid flat foundation.
(b) Cylindrical tank with flat base supported on a cylindrical shaft of smaller character.
THE PRESIDENT introduced the Author, who then presented his paper, and showed a film illustrating the actual behaviour of beams under various forms of stress.
THIS paper is one of a series of studies on the torsional resistance of non-circular sections and is part of a programme carried out under the direction of Professor W. Fisher Cassie in the Department of Civil Engineering, King’s. College, University of
Durham. Previous papers in this series have been published in The Structural Engineer and are listed at the head of the bibliography.