The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Rei
The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Rei
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In our eReader you can find the full English version of the book. Read The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Rei 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 The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Rei
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11, show the con- dition of the slab after removing part of the final loading in order to render the nature of the failure visible. Careful extensometer measurements of the elongations of the steel rods at the middle of the side and diagonal belts were made under the action of loads 1, 2, 3 and 4, and also similar extensometer measurements in the concrete both on the top and the bottom of the slab along the center line of the side and diagonal belts near those edges of two of the steel plates w...hich were nearest the center of the belts. Besides these, certain other measurements of the concrete were made at right angles to the diagonals. Deflections were also measured under these loads at the middle of the diagonal belt and of two of the side belts at V, W, X, Y, Z.
These measurements all show beyond question that the side and diagonal belts act like simple beams in this form of construction, since the stresses in the steel and concrete on the under side of the slab in the direction of the rods is invariably tensile, while the stresses in the same directions on top of the slab are always com- pressive.
What to read after The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Rei?
You can find similar books in the "Read Also" column, or choose other free books by Henry T Henry Turner Eddy to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
11, show the con- dition of the slab after removing part of the final loading in order to render the nature of the failure visible. Careful extensometer measurements of the elongations of the steel rods at the middle of the side and diagonal belts were made under the action of loads 1, 2, 3 and 4, and also similar extensometer measurements in the concrete both on the top and the bottom of the slab along the center line of the side and diagonal belts near those edges of two of the steel plates w...hich were nearest the center of the belts. Besides these, certain other measurements of the concrete were made at right angles to the diagonals. Deflections were also measured under these loads at the middle of the diagonal belt and of two of the side belts at V, W, X, Y, Z.
These measurements all show beyond question that the side and diagonal belts act like simple beams in this form of construction, since the stresses in the steel and concrete on the under side of the slab in the direction of the rods is invariably tensile, while the stresses in the same directions on top of the slab are always com- pressive.
What to read after The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Rei?
You can find similar books in the "Read Also" column, or choose other free books by Henry T Henry Turner Eddy to read onlineMoreLess
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