Proceedings of the Annual Convention 11 Part 2 (1910)
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In our eReader you can find the full English version of the book. Read Proceedings of the Annual Convention 11 Part 2 (1910) 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 Proceedings of the Annual Convention 11 Part 2 (1910)
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This web reinforcement may consist of bent bars, or inclined or vertical members attached to or looped about the horizontal reinforcement. Where inclined mem- bers are used, the connection to the horizontal reinforcement shall be such- as to insure against slip.
Experiments bearing on the design of details of web reinforce- ment are not yet complete enough to allow more than general and tentative recommendations to be made. It is well established, however, that a very moderate amount of reinfor...cement, such as is furnished by a few bars bent up at small inclination, increases the strength of a beam against failure by diagonal tension to a considerable degree; and that a sufficient amount of web reinforcement can readily be pro- vided to increase the shearing resistance to a value from three or more times that found when the bars are all horizontal and no web reinforcement is used. The following allowable values for the maxi- mum shearing stress are therefore recommended, based on the work- ing stresses given on pp.
What to read after Proceedings of the Annual Convention 11 Part 2 (1910)?
You can find similar books in the "Read Also" column, or choose other free books by American Railway Engineering Association to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
This web reinforcement may consist of bent bars, or inclined or vertical members attached to or looped about the horizontal reinforcement. Where inclined mem- bers are used, the connection to the horizontal reinforcement shall be such- as to insure against slip.
Experiments bearing on the design of details of web reinforce- ment are not yet complete enough to allow more than general and tentative recommendations to be made. It is well established, however, that a very moderate amount of reinfor...cement, such as is furnished by a few bars bent up at small inclination, increases the strength of a beam against failure by diagonal tension to a considerable degree; and that a sufficient amount of web reinforcement can readily be pro- vided to increase the shearing resistance to a value from three or more times that found when the bars are all horizontal and no web reinforcement is used. The following allowable values for the maxi- mum shearing stress are therefore recommended, based on the work- ing stresses given on pp.
What to read after Proceedings of the Annual Convention 11 Part 2 (1910)?
You can find similar books in the "Read Also" column, or choose other free books by American Railway Engineering Association to read onlineMoreLess
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