The Beam Or Technical Elements of Girder Construction
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In our eReader you can find the full English version of the book. Read The Beam Or Technical Elements of Girder Construction 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 The Beam Or Technical Elements of Girder Construction
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But in the first place it would be impossible to readily get piates of tapering thicknesses, and even if such plates could be obtained it is evident that a thickness of . 11 inch tapering to nothing at the centre of the span could not be practically adopted when wear and tear and contingencies are taken into J 4 2 THE BEAM, consideration. Besides, if it should be necessary or desirable to form the web longitudinally of a series of plates, its thick- ness should then be sufficient to present an ...adequate bearing area to the rivets for resisting the vertical stress of the load at all vertical joints.
In order to comply with conditions laid down in Table 5 (95), divide the web horizontally into four plates each 11 feet long, Figs. 47 and 50, and let suitable covers be provided for the joints. Then, as there can be no shearing strain at the central joint from an equally distributed load, proceed to deter- mine the necessary thickness of the two central plates and the number of rivets necessary for a proper rivet-bearing surface at each of the intermediate joints d, d.
What to read after The Beam Or Technical Elements of Girder Construction?
You can find similar books in the "Read Also" column, or choose other free books by William Lewis Baker to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
But in the first place it would be impossible to readily get piates of tapering thicknesses, and even if such plates could be obtained it is evident that a thickness of . 11 inch tapering to nothing at the centre of the span could not be practically adopted when wear and tear and contingencies are taken into J 4 2 THE BEAM, consideration. Besides, if it should be necessary or desirable to form the web longitudinally of a series of plates, its thick- ness should then be sufficient to present an ...adequate bearing area to the rivets for resisting the vertical stress of the load at all vertical joints.
In order to comply with conditions laid down in Table 5 (95), divide the web horizontally into four plates each 11 feet long, Figs. 47 and 50, and let suitable covers be provided for the joints. Then, as there can be no shearing strain at the central joint from an equally distributed load, proceed to deter- mine the necessary thickness of the two central plates and the number of rivets necessary for a proper rivet-bearing surface at each of the intermediate joints d, d.
What to read after The Beam Or Technical Elements of Girder Construction?
You can find similar books in the "Read Also" column, or choose other free books by William Lewis Baker to read onlineMoreLess
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