Abstract
Author's papers on anistropic mechanical properties of structural rolled steels were already presented as prereports to the annual meeting of the Architectural Institute of Japan, May 1954, which were distributed to the members of IIW through Commission No.15, as Doe. XV-28-54. after Florence Meeting in this year. Rolled steels have smaller reliability of mechanical properties in their thickness direction, while it is the natural way that the economical welded connections of steel structures are reduced to use rolled steel plates loaded normally to their rolled surfaces. In such cases the safety of structures should be considered from the point of view of anistropy of rolled steel plates used.
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