 | 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... | |
 | 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... | |
 | 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... | |
 | 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... | |
 | 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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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. 