General Specifications for Highway Bridge Superstructure
General Specifications for Highway Bridge Superstructure
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In our eReader you can find the full English version of the book. Read General Specifications for Highway Bridge Superstructure 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 General Specifications for Highway Bridge Superstructure
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If practicable, flanges shall not be spliced, but if splicing is unavoidable, they must be fully and properly spliced.
190. The top flange shall be stayed transversely at inter- vals not exceeding twenty-five (25) times the width.
191. The webs of plate girders shall be proportioned to web. Resist the entire shear.
192. Where web splices are necessary, the web shall be spliced by a plate on each side. These splice plates shall each be at least three-fourths (^) as thick as the web and shall be ...wide enough to take two rows of rivets on each side of splice.
193. When the shear per foot of vertical depth of girder exceeds the safe shear given by the formula : 20, 000 x 12 / 14- 3, 000 / 2 in which t = thickness of web in inches.
" " d = clear distance between flanges in inches, the web shall be stiffened by pairs of angles sufficiently close to conform to the formula.
194. The thickness of webs and web splices of floor- beams and main girders shall not be less than five-sixteenths (5-16) inch.
What to read after General Specifications for Highway Bridge Superstructure?
You can find similar books in the "Read Also" column, or choose other free books by Cleveland Osborn Engineering Co to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
If practicable, flanges shall not be spliced, but if splicing is unavoidable, they must be fully and properly spliced.
190. The top flange shall be stayed transversely at inter- vals not exceeding twenty-five (25) times the width.
191. The webs of plate girders shall be proportioned to web. Resist the entire shear.
192. Where web splices are necessary, the web shall be spliced by a plate on each side. These splice plates shall each be at least three-fourths (^) as thick as the web and shall be ...wide enough to take two rows of rivets on each side of splice.
193. When the shear per foot of vertical depth of girder exceeds the safe shear given by the formula : 20, 000 x 12 / 14- 3, 000 / 2 in which t = thickness of web in inches.
" " d = clear distance between flanges in inches, the web shall be stiffened by pairs of angles sufficiently close to conform to the formula.
194. The thickness of webs and web splices of floor- beams and main girders shall not be less than five-sixteenths (5-16) inch.
What to read after General Specifications for Highway Bridge Superstructure?
You can find similar books in the "Read Also" column, or choose other free books by Cleveland Osborn Engineering Co to read onlineMoreLess
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