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TO the Editor of "The Structural Engineer.” Sir,-I was unfortunately unable to be present at Mr. Bossom’s paper, and was somewhat surprised to note that neither in the paper nor in the discussion was any reference made to the sections which are now being rolled by the Carnegie Steel Co. and marketed by the United States Steel Products Co. These new sections include a 14 in. H section, maximum weight which is 305 Ibs. per foot, with sectional areas of 89.7 square inches. For column lengths not exceeding 20 ft. this is listed to carry 1,346,000 lbs.
In order to appreciate modern Road Construction it is necessary to review the history of the road as far as our own country is concerned; for only in this way is it possible to understand fully the difficulties which have troubled the highway engineer in the past; many of which are still a hindrance to efficient road construction. G. McLean Gibson
In his Presidential Address to the British Section of the Societe des Inghnieurs Civils de France, in London, on Wednesday, October 10; 1928, 11: Frank Merricks, C.B.E., M.Inst.C.E., began by dilating upon the question of choosing a properly balanced curriculum for engineering students.