An Elementary And Practical Treatise On Bridge Building An Enlarged And Improv
An Elementary And Practical Treatise On Bridge Building An Enlarged And Improv
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In our eReader you can find the full English version of the book. Read An Elementary And Practical Treatise On Bridge Building An Enlarged And Improv 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 An Elementary And Practical Treatise On Bridge Building An Enlarged And Improv
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If the plates be 6" wide, and T = 3J" (which is re garded as in good proportion, the above formula gives L == 2J" very nearly, for a f " hole. Then, 5" being allowed for the space ce, and 2" each for cd and eg, the splice plates would have a length of 20J", and { of the whole section of chord plates would be available for tension; since an oblique section through two holes, would quite equal a direct transverse section through one hole.
The amount of rivet section above given is estimated upon ...the assumption that each rivet must be sheared ARCH TRUSS BRIDGES. 197 off in two places; and that it will resist, those shear ings, each, with about f of the force required to pull the rivet asunder by direct longitudinal strain.
It is obvious that the two rivets e and/, Fig. 34 J, sus taining a portion of the stress of the chord plate, relieve in the same degree the stress upon the portion between those rivets and the joint, or end of the plate ; whence it is not necessary to preserve the same section in the portion thus relieved, as in other portions of the plate.
What to read after An Elementary And Practical Treatise On Bridge Building An Enlarged And Improv?
You can find similar books in the "Read Also" column, or choose other free books by S20original20workbookmark to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
If the plates be 6" wide, and T = 3J" (which is re garded as in good proportion, the above formula gives L == 2J" very nearly, for a f " hole. Then, 5" being allowed for the space ce, and 2" each for cd and eg, the splice plates would have a length of 20J", and { of the whole section of chord plates would be available for tension; since an oblique section through two holes, would quite equal a direct transverse section through one hole.
The amount of rivet section above given is estimated upon ...the assumption that each rivet must be sheared ARCH TRUSS BRIDGES. 197 off in two places; and that it will resist, those shear ings, each, with about f of the force required to pull the rivet asunder by direct longitudinal strain.
It is obvious that the two rivets e and/, Fig. 34 J, sus taining a portion of the stress of the chord plate, relieve in the same degree the stress upon the portion between those rivets and the joint, or end of the plate ; whence it is not necessary to preserve the same section in the portion thus relieved, as in other portions of the plate.
What to read after An Elementary And Practical Treatise On Bridge Building An Enlarged And Improv?
You can find similar books in the "Read Also" column, or choose other free books by S20original20workbookmark to read onlineMoreLess
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