Building construction and superintendence, by F.E. Kidder ... (1896)
Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, W.T. Comstock · leaf 46
They should notbe made in this way, however,as the stress in C is greater thanthat in D. The best way of mak-ing the connection at joint B is shown by Fig. 40, a cast-iron shoebeing fitted to the end of the strut to receive the pin. For the trussshown by Fig. 41, a shoe made as shown in the detail… … Fig. 40.—Detail of Joint
Building
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