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Books Books 1 - 5 of 5 on The pitch of rivets in the direction of the stress shall not exceed 6 inches, nor....
" The pitch of rivets in the direction of the stress shall not exceed 6 inches, nor sixteen times the thickness of the thinnest outside plate connected, nor be less than three times the diameter of the rivet. "
Minutes of Proceedings of the Institution of Civil Engineers - Page 263
by Institution of Civil Engineers (Great Britain) - 1884
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Mechanics of the Girder: A Treatise on Bridges and Roofs, in which the ...

John Davenport Crehore - Girders - 1886 - 575 pages
...web shall be stiffened at intervals not over twice the depth of the g'rder. 5. The pitch of rivets in all classes of work shall never exceed 6 inches, nor sixteen times the thinnest outside plate, nor be less than three diameters of the rivet. 6 The rivets used will generally...
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De Pontibus: A Pocket-book for Bridge Engineers

John Alexander Low Waddell - Bridges - 1898 - 403 pages
...all classes of work in the direction of the stress shall never exceed six (0) inches, or sixteen (16) times the thickness of the thinnest outside plate, nor be less than three (3) diameters of the rivet. At the ends of compres sion-members it shall not exceed four (4) times...
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Specifications for Steel Bridges

John Alexander Low Waddell - Bridges - 1900 - 178 pages
...all classes of work in the direction of the stress shall never exceed six (C) inches, or sixteen (16) times the thickness of the thinnest outside plate, nor be less than three (3) diameters of the rivet. At the ends of compression-members it shall not exceed four (4) times the...
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The design of highway bridges and the calculation of stresses in bridges trusses

Milo Smith Ketchum - Bridges - 1908 - 544 pages
...cover plate (67). (b) The pitch of the rivets in the line of the stress shall not exceed 6" nor 16 times the thickness of the thinnest outside plate, nor be less than 3 diameters of the rivet (62). (c) The pitch of the rivets at the ends of compression members shall...
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Civil Engineering Specifications and Contracts

Richard I. D. Ashbridge - Civil engineering - 1914 - 188 pages
...shear through the splice rivets. Rivets. The pitch of rivets in the direction of the stress shall not exceed 6 inches, nor sixteen times the thickness of the thinnest outside plate connected, nor be less than three times the diameter of the rivet. At right angles to the stress, the...
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