... stake and,a t the same time, it gave a constant load factor. The ordinary ultimate theory, of course, would not give the same result as obtained in the Paper by assuming that the ratio of failing load to design load was the ratio of the stress in thesteel a t yield to that adt esign load, but it gave...

...), series A, No. 972, vol. 178 (May 1941). 8. See reference 1, p. 361. 9. See reference 3, p. 30, Fig. 12. 10. L. Fox, Some improvements in the useof relaxation methods for thc solution of ordinary andpartial differential equations. Proc. Roy. Soc. (London), series A, vol. 190, p. 31 (Feb. 1947). 11. J...

..., housing four diesel alternator units, each of 75 kilowatts capacity, generating at 440 volts, 3-phase, 50 cycles. Current for the constructional plant was taken as far aspier No. 3 by an ordinary low-tension line, but for piers beyond No. 3 in the direction of the left bank, current was taken...

... that was injurious to ordinary Portland cement concrete, and so the use of vibro-piles had had to be rejected in favour of reinforced-concrete piles. At that time, preference would have been given to theuse of a cement, produced in Egypt, called seawater cement which, because of its low tricalcium aluminate...

... on it, imposing actual displacements in predetermined directions by means of jacks, and, with an ordinary outfit of levels, staffs, and so on, measure the displacements over A. J. S. Pippard and S. R. Sparkes, Simple Experimental Solutionsof Certain Structural Design Problems. J. Instn Civ. Engrs, vol. 4 (Nov...