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The Structural Engineer, Volume 44, Issue 5, 1966
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.
Dr. R. N. Franklin (Department of Engineering Science, University of Oxford) writes:- ‘The use of the analysis given for design needs to be tempered by two considerations in practice: ( l ) the validity of the assumed manner in which the load is applied, (2) the extent to which the soil reactive pressure is described by the discontinuously elastic model implied by the use of a modulus of subgrade reaction. I have examined both of these points elsewhere.‘
Le Calcul du Beton Arme a la Rupture (The Calculation of the Ultimate Strength of Reinforced Concrete), by R. Chambaud (Paris: Eyrolles, 1965) 9 3/4 x 6 1/4 in., 238 pp., 55.2 F (81s.)