Allowable Stresses in Foundation

Crete used. As a matter of convenience, Table 11-3 is included to show allowable stresses and miscellaneous constants applying to two grades of concrete quite generally used for foundations. It is strongly recommended that the 1 2 4 mixture be used in practice. The figures for the 1 2 5 mixture are shown primarily as a matter of interest. [Pg.362]

Marshall, V.O. The Design of Foundations for Stacks and Towers. Hydrocarbon Processing, May 1958, p. 238. Czerniak, E. Foundation Design Guide for Stacks and Towers. Hydrocarbon Processing, June 1969, p. 95. Brown, A.A. An Easy Way to Compute Tower Foundation Flexure. Hydrocarbon Processing, January 1971, p. 121. [Pg.362]

Molnar, I.J. Foundation Design for Elevated Towers. Hydrocarbon Processing, April 1971, p. 129. [Pg.362]

Foundation Design for Pile Supported Tanks. Hydrocarbon Processing, September 1973, p. 175. Brown, A.A. A New Approach to Tank Foundation Design. Hydrocarbon Processing, October 1974, p. 153. [Pg.362]

Drewyer, R.P. and Pincus, G. Foundation Design for Vibrating Machines. Hydrocarbon Processing, November 1975, p. 273. [Pg.362]

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