Tests of Reinforced Concrete Flat Slab Structures
Tests of Reinforced Concrete Flat Slab Structures
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In our eReader you can find the full English version of the book. Read Tests of Reinforced Concrete Flat Slab Structures Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Tests of Reinforced Concrete Flat Slab Structures
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=. -- Q^ W ajlltl i!!M i -P J3 -Q in 'E. C^ !!?i2*. G^^-5 PLAN FOR WORCESTER TEST FLOOR.
84 ILLINOIS ENGINEERING EXPERIMENT STATION square. It seems likely that the unit pressure on the soil was greater for the interior footings than for the footings at the corners and edges of the slab. Table 9 gives soil pressure calculated on the assumption that the total footing pressures were equal to the sums of the reactions of two systems of four-span, freely supported, continuous beams cross- ing each ...other at right angles.
35. The Test. Preparations for testing were started on July 17, 1913, the loading began on July 28, 1913, and the last readings were taken on August 2, 1913. At the time of the test the concrete was about 3^ months old.
Gravel from the bank close at hand was used as loading material. The location of the slab on the side of the gravel hill allowed con- venient access to loading material. A runway was built from the test slab to a point on the gravel bank somewhat above the elevation of the slab so that even at the higher loads little elevating of the loading material was necessary.
What to read after Tests of Reinforced Concrete Flat Slab Structures?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
=. -- Q^ W ajlltl i!!M i -P J3 -Q in 'E. C^ !!?i2*. G^^-5 PLAN FOR WORCESTER TEST FLOOR.
84 ILLINOIS ENGINEERING EXPERIMENT STATION square. It seems likely that the unit pressure on the soil was greater for the interior footings than for the footings at the corners and edges of the slab. Table 9 gives soil pressure calculated on the assumption that the total footing pressures were equal to the sums of the reactions of two systems of four-span, freely supported, continuous beams cross- ing each ...other at right angles.
35. The Test. Preparations for testing were started on July 17, 1913, the loading began on July 28, 1913, and the last readings were taken on August 2, 1913. At the time of the test the concrete was about 3^ months old.
Gravel from the bank close at hand was used as loading material. The location of the slab on the side of the gravel hill allowed con- venient access to loading material. A runway was built from the test slab to a point on the gravel bank somewhat above the elevation of the slab so that even at the higher loads little elevating of the loading material was necessary.
What to read after Tests of Reinforced Concrete Flat Slab Structures?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
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