Tests of Reinforced Concrete T Beams Series of 1906
Tests of Reinforced Concrete T Beams Series of 1906
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In our eReader you can find the full English version of the book. Read Tests of Reinforced Concrete T Beams Series of 1906 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 T Beams Series of 1906
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, (deflection 0. 5 in. ), the load fell off to 41000 Ib. , as the machine speed did not keep up with the deflection of the beam under the given load. The load TALBOT TESTS OF REINFORCED CONCRETE T-BEAMS 23 then slowly rose to 44500 lb. , the deflection increasing to 1. 34 in. During this period the tension cracks opened up quite rapidly, while the diagonal cracks remained about the same, one diagonal crack becoming ^V i n - wide. Finally, at a deflection of 1. 6 in. , and an applied load of 438...00 lb. , the concrete crushed at one of the load points.
Beam No. 2. The failure of this beam was peculiar in that after it had passed the maximum load and had shown all the evidences of failure by tension of the steel, instead of holding about the same load and deflecting considerably more as the machine was run down, the final breaking was by the flanges splitting off as shown in Fig. 6. This was the only one of the three beams with 32-in. Flanges which did not have lateral rein- forcing rods in the flange at and near the load points.
What to read after Tests of Reinforced Concrete T Beams Series of 1906?
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:
, (deflection 0. 5 in. ), the load fell off to 41000 Ib. , as the machine speed did not keep up with the deflection of the beam under the given load. The load TALBOT TESTS OF REINFORCED CONCRETE T-BEAMS 23 then slowly rose to 44500 lb. , the deflection increasing to 1. 34 in. During this period the tension cracks opened up quite rapidly, while the diagonal cracks remained about the same, one diagonal crack becoming ^V i n - wide. Finally, at a deflection of 1. 6 in. , and an applied load of 438...00 lb. , the concrete crushed at one of the load points.
Beam No. 2. The failure of this beam was peculiar in that after it had passed the maximum load and had shown all the evidences of failure by tension of the steel, instead of holding about the same load and deflecting considerably more as the machine was run down, the final breaking was by the flanges splitting off as shown in Fig. 6. This was the only one of the three beams with 32-in. Flanges which did not have lateral rein- forcing rods in the flange at and near the load points.
What to read after Tests of Reinforced Concrete T Beams Series of 1906?
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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