. Transactions and proceedings and report of the Philosophical Society of Adelaide, South Australia. n Plants, 1888. 9. Osborn, T. G. B. : New Phytologist, 1914, vol. xiii., p. 109. 10. Sadebeck in Engler and Pratl Die Naturlische Pflan- zenfamilien, 1902, I. Teil, IV. Abteil, p. i. Sampson, K. : Annals of Botany, 1916, vol. xxx., p. 315. 12. Thomas, A. P. W. : Proc. Roy. Soc. London, 1902, vol. lxix., p. 285. 13. Warming, E. : Oecology of Plants, 1909. DESCRIPTION OF PLATE I. Fig. 1. General view of a portion of the area discussed. Int-lje centre is a large>tree of Eucalyptus leucox


. Transactions and proceedings and report of the Philosophical Society of Adelaide, South Australia. n Plants, 1888. 9. Osborn, T. G. B. : New Phytologist, 1914, vol. xiii., p. 109. 10. Sadebeck in Engler and Pratl Die Naturlische Pflan- zenfamilien, 1902, I. Teil, IV. Abteil, p. i. Sampson, K. : Annals of Botany, 1916, vol. xxx., p. 315. 12. Thomas, A. P. W. : Proc. Roy. Soc. London, 1902, vol. lxix., p. 285. 13. Warming, E. : Oecology of Plants, 1909. DESCRIPTION OF PLATE I. Fig. 1. General view of a portion of the area discussed. Int-lje centre is a large>tree of Eucalyptus leucoxylon, small trees-in foreground Acacia pycnantha. The bulk of the grass-like vege-tation, is Bchaenus apogon, low shrubby plants Hibpertia. Thewhite flowers are Sparaxis. The dense vegetation in the imme-diate background is developed along a creek bed. Fig. 2. Phylloglossum Drummondii plants growing in situ^Four are seen with the peduncjes elongated totwo or three times the length of the leaves. The strobili are ripe. frans. and Proc. Roy. Soc. S. Austr. Vol. XLII., Plate HUSSEY 4 GlLLINGHAM LIMITED, PRINTERS 4 PUBLISHERS ADELAIDE, SO. AL-S. 13 The Deflections of Columns under axial andEccentric Loading. By R. W. Chapman, , [Read May 9, 1918.] In a paper W published in The Physical Review for March,1917, Mr. R. W. Burgess has demonstrated that the ordinarymethod of solution, for the problem of determining the deflec-tion of a column under load, leads to results that are veryconsiderably in error when applied to the case of a long, thincolumn, pin-jointed at the ends, and subjected to compressionalong its axis. In all such problems the solution is obtainedby the integration of a certain differential equation. Theexact solution is, as a rule, somewhat difficult; but a verysimple solution can generally be obtained by neglecting the dy * term involving the square of —, and as this is supposed to d x give results that are quite sufficiently accu


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