The book Tests of Concrete I Shear Ii Bond was written by author A N Arthur Newell Talbot Here you can read free online of Tests of Concrete I Shear Ii Bond book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is Tests of Concrete I Shear Ii Bond a good or bad book?
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The resistance of concrete to shear is dependent upon the strength of the stone as well as upon the strength of the mortar, and for the richer mixtures the strength of the stone probably exercises the greater influence. With hard limestone and 1-36 concrete 60 days old the shearing strength may be expected to reach 1100 Ib. Per sq. In. , and with the 1-2-4 mixture 1300 Ib. Per sq. In. It seems very probable that the resistance to simple shear is considerably higher than this, and that tests mad...e with the load applied evenly over the shearing section will verify this. 26 ILLINOIS ENGINEERING EXPERIMENT STATION 3. Since the compressive strength of concrete is influenced largely by the strength of the cement and the shearing strength is much more influenced by the strength of the aggregate, it does not seem proper to express the shearing strength in terms of the compressive strength. However, this is frequently done and is of advantage in gaining a conception of their relative action. It appears that the shearing strength is, in general, at least 50 % of the compressive strength, and that it may exceed 75 %.
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