The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice (1897)
Johnson, J. B. (John Butler), 1850-1902, Bryan, C. W. (Charles Walter), 1863-1927, Turneaure, Frederick Eugene, 1886- · New York : J. Wiley & Sons · leaf 286
ent if the rivets were to be field rivets. Rivets will fail by flexure only in those cases of bad designing where the rivets are long,and it is impossible to drive them tight enough to have them upset and completely fill theholes, or possibly in those cases where an excessive thickness of pin… … Fig. 288. If the number of rivets in Fig. 288 were determined for single shear, and were | in. in diameter and theplates \ in. thick, the bearing pressure which would be equivalent to this number of rivets, allowins 6000 lbs.per square inch shearing stress, would be 57,600 lbs. The bending moment…
