The elastic properties of concrete under bi-axial loading . rence of is a unitcompressive deformation of , but in ad;justir^ the readirigs j Ii 70 it Is possible that the result might have been computed eitheras or This may be seen in the sample computationsIn Table VII. The unit deformation micht then be The unit deformation might rell be ± in such a case, or simply if thethirds of the fifth figure to the right of the decimal pointare ignored. The sixth place to the right of the decimalpoint is nevertheless given i
The elastic properties of concrete under bi-axial loading . rence of is a unitcompressive deformation of , but in ad;justir^ the readirigs j Ii 70 it Is possible that the result might have been computed eitheras or This may be seen in the sample computationsIn Table VII. The unit deformation micht then be The unit deformation might rell be ± in such a case, or simply if thethirds of the fifth figure to the right of the decimal pointare ignored. The sixth place to the right of the decimalpoint is nevertheless given in the tables and it must be remember-ed that its significance is only to malce the fifth place morecertain. We may express the accuracy of deformation measurements interms of unit stress. Tliree units in the sixth place of decimals() equivalent to a stress of 6 lb. per inconcrete having a modulus of 2 000 000 lb. per Theuncertainty, then, is very small, smaller than the uncertaintyof ^eighir-g the load with the testing
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
