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The President explained to the meeting that Mr. Hirschmann was unfortunately not well. The paper was then presented by Mr. K. Kretsis, MSc(Eng), AMIStructE, AMICE.
Mr. D. R. Narahari and Mr. V. S. Aggarwal (Central
Building Research Institute, Roorkee, UP, India) writes:-
‘The authors’ Figs 11 and 12 show dissimilar features for the static and dynamic cone tests on the compacted soils. After about 13 ft the static cone results are at variance with the results of dynamic cone tests. The static cone value starts decreasing after about 13 to 15 ft. At 20 ft the value is nearly the same as in the uncompacted state.'
A method of moment distribution is described which is performed on a line-diagram of the structure, the geometry of the structure being conventionalized to facilitate tabulation. The same method of setting-out is useful also for general tabulation purposes.