Minutes of Proceedings of the Institution of Civil Engineers, Band 162The Institution, 1905 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 121
... Pearson . [ Drapers ' Company Research Memoir . ] London , 1904. For an Abstract of this memoir see post , p . 456 . Baker . Sir Benjamin very high tensile stress for concrete Proceedings . ] DISCUSSION ON COOLGARDIE WATER - SUPPLY . 121.
... Pearson . [ Drapers ' Company Research Memoir . ] London , 1904. For an Abstract of this memoir see post , p . 456 . Baker . Sir Benjamin very high tensile stress for concrete Proceedings . ] DISCUSSION ON COOLGARDIE WATER - SUPPLY . 121.
Seite 122
... stress for concrete or ordinary rubble masonry . An engineer would say that he did not take either uniform or parabolic distribution , but inspected the rock upon which he had to build the dam , especially as regarded the direction and ...
... stress for concrete or ordinary rubble masonry . An engineer would say that he did not take either uniform or parabolic distribution , but inspected the rock upon which he had to build the dam , especially as regarded the direction and ...
Seite 125
... stress ; and in that case the mortar and concrete must be strong enough to enable that part of the dam . to act as a footing vertically loaded . Of course , the engineer was accustomed to providing for such contingencies . He took care ...
... stress ; and in that case the mortar and concrete must be strong enough to enable that part of the dam . to act as a footing vertically loaded . Of course , the engineer was accustomed to providing for such contingencies . He took care ...
Seite 126
... stress on the masonry from the lateral pressure of the water would be probably only about 5 to 6 tons per square foot , the modulus of elasticity and the expansibility were such that if the masonry were not free to expand , the 5 or 6 ...
... stress on the masonry from the lateral pressure of the water would be probably only about 5 to 6 tons per square foot , the modulus of elasticity and the expansibility were such that if the masonry were not free to expand , the 5 or 6 ...
Seite 154
... stress on bands in pounds per square inch of section ; d = diameter of bands in inches . In this case , with S = 12,000 lbs . per square inch , the formula reduced to N = 3.3 H. 154 CORRESPONDENCE ON COOLGARDIE WATER - SUPPLY . [ Minutes ...
... stress on bands in pounds per square inch of section ; d = diameter of bands in inches . In this case , with S = 12,000 lbs . per square inch , the formula reduced to N = 3.3 H. 154 CORRESPONDENCE ON COOLGARDIE WATER - SUPPLY . [ Minutes ...
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