Investigation of the Actual Stresses in Stirrups of Reinforced Concrete T-Beams
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In our eReader you can find the full English version of the book. Read Investigation of the Actual Stresses in Stirrups of Reinforced Concrete T-Beams 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 Investigation of the Actual Stresses in Stirrups of Reinforced Concrete T-Beams
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At eighty- seven thousand pounds a distinct diagonal tension crack began to form beginning at about twelve inches from the west support, extending about two inches vertically, and then diagonally across the face of the beam up to the loaded point.
This crack occurred on both sides of the beam and across the flange. It was three sixteenths of an inch wide at the top and n n a o o.
o o o c- 00 o •o 05 o 03 61, and about three quarters of an inch wide at the bottom. The concrete failed as the arm ...of the testing machine dropped and the latter could not be made to rise without reducing the load. The arm rose for a short time at fifty-four thousand pounds and kept dropping until the load was reduced to forty-eight thousand pounds where it remained somewhat constant. The elongations in the stirrup N4, S^, became prominent now, as the concrete had failed and the steel was taking the total stress* The tensile stress in the stirrup now may be attributed to the load which the ten- sile rods apply at the bottom of the stirrup dae to the stress in the horizontal rods.
What to read after Investigation of the Actual Stresses in Stirrups of Reinforced Concrete T-Beams?
You can find similar books in the "Read Also" column, or choose other free books by Nitka, J to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
At eighty- seven thousand pounds a distinct diagonal tension crack began to form beginning at about twelve inches from the west support, extending about two inches vertically, and then diagonally across the face of the beam up to the loaded point.
This crack occurred on both sides of the beam and across the flange. It was three sixteenths of an inch wide at the top and n n a o o.
o o o c- 00 o •o 05 o 03 61, and about three quarters of an inch wide at the bottom. The concrete failed as the arm ...of the testing machine dropped and the latter could not be made to rise without reducing the load. The arm rose for a short time at fifty-four thousand pounds and kept dropping until the load was reduced to forty-eight thousand pounds where it remained somewhat constant. The elongations in the stirrup N4, S^, became prominent now, as the concrete had failed and the steel was taking the total stress* The tensile stress in the stirrup now may be attributed to the load which the ten- sile rods apply at the bottom of the stirrup dae to the stress in the horizontal rods.
What to read after Investigation of the Actual Stresses in Stirrups of Reinforced Concrete T-Beams?
You can find similar books in the "Read Also" column, or choose other free books by Nitka, J to read onlineMoreLess
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