The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs
The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs
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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 Reinforced Concrete Floor Slabs 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 Reinforced Concrete Floor Slabs
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This as has been said, is due partly to the smallness of the head and partly to the separation of the layers between the top and the bottom of the slab.
Digitized by Google BAD EFFECT OF ANY SHARP BEND OR ELBOW IN A ROD 59 3rd. Another modification of design without change of ground plan is that where the rods that are carried over the head at the top of the slab are given a sudden steep dip at the line of contra- flexure to carry them to the bottom of the slab at that line. This is also illust...rated in Fig. 5. Such sudden bends or kinks any- where in the rods may give rise to very serious fractures because of straightening out under tension, especially when the forms are removed. Such bends give rise to great differences of stress in the extreme fibers of the rods, thus diminishing their resistance also.
All sudden bends in rods embedded in concrete should be sedulously avoided as tending very effectively to crack the concrete, whether the rods are part of the belts or in the frame-work of the head, as shown in Fig.
What to read after The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs?
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:
This as has been said, is due partly to the smallness of the head and partly to the separation of the layers between the top and the bottom of the slab.
Digitized by Google BAD EFFECT OF ANY SHARP BEND OR ELBOW IN A ROD 59 3rd. Another modification of design without change of ground plan is that where the rods that are carried over the head at the top of the slab are given a sudden steep dip at the line of contra- flexure to carry them to the bottom of the slab at that line. This is also illust...rated in Fig. 5. Such sudden bends or kinks any- where in the rods may give rise to very serious fractures because of straightening out under tension, especially when the forms are removed. Such bends give rise to great differences of stress in the extreme fibers of the rods, thus diminishing their resistance also.
All sudden bends in rods embedded in concrete should be sedulously avoided as tending very effectively to crack the concrete, whether the rods are part of the belts or in the frame-work of the head, as shown in Fig.
What to read after The Theory of the Flexure And Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs?
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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