Instructions On Modern American Bridge Building
Instructions On Modern American Bridge Building
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In our eReader you can find the full English version of the book. Read Instructions On Modern American Bridge Building 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 Instructions On Modern American Bridge Building
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=Splices. = As the upper and lower chords have to be made in severallengths, securely fastened to each other, and, in order to weaken thebuilt beam as little as possible, it is necessary to adopt some formof splicing whereby the greatest amount of tensional strength may beretained in the chord with the least amount of cutting, and yet have asecure joint. Such a splice is shown in Pl. II, Fig. 4, and below is atable from Vose's Hand-book, giving reliable dimensions.
Span. A C B B C D Feet. F...eet. Inches. Feet. 50 1. 00 1-1/2 1. 50 100 1. 25 2 2. 00 150 1. 75 2-1/2 2. 25 200 2. 00 3 2. 75 This manner of splicing requires the back of the splice block to belet into the chord stick, against which it lies, about 3/4 of an inch. To show how the various Engineers differ, as to their estimates of thesizes of the several parts of bridges, I subjoin two Tables--one byProf. G. L. Vose, a well known Engineer, and one by Jno. C. Trautwine, an Engineer of note also--and I would premise that a bridge builtaccording to either would be amply strong.
What to read after Instructions On Modern American Bridge Building?
You can find similar books in the "Read Also" column, or choose other free books by Tower George Bates Nichols to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
=Splices. = As the upper and lower chords have to be made in severallengths, securely fastened to each other, and, in order to weaken thebuilt beam as little as possible, it is necessary to adopt some formof splicing whereby the greatest amount of tensional strength may beretained in the chord with the least amount of cutting, and yet have asecure joint. Such a splice is shown in Pl. II, Fig. 4, and below is atable from Vose's Hand-book, giving reliable dimensions.
Span. A C B B C D Feet. F...eet. Inches. Feet. 50 1. 00 1-1/2 1. 50 100 1. 25 2 2. 00 150 1. 75 2-1/2 2. 25 200 2. 00 3 2. 75 This manner of splicing requires the back of the splice block to belet into the chord stick, against which it lies, about 3/4 of an inch. To show how the various Engineers differ, as to their estimates of thesizes of the several parts of bridges, I subjoin two Tables--one byProf. G. L. Vose, a well known Engineer, and one by Jno. C. Trautwine, an Engineer of note also--and I would premise that a bridge builtaccording to either would be amply strong.
What to read after Instructions On Modern American Bridge Building?
You can find similar books in the "Read Also" column, or choose other free books by Tower George Bates Nichols to read onlineMoreLess
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