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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 405

An illustration from The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice, 1897, leaf 405
Fig. 395. In this form of end lift the bridge is first swung into line and latched ; then, by turningthe vertical shaft A, the wheels B revolve about their centres, and at the same time force thesuspended wheels W under the ends of the arms. Let Fig. 396 represent the motion of the parts of the end… … Fig. 396. R the maximum lift has been attained. Then the total work done in raising the end = ~ h. 2 As the time for opening or closing a swing bridge is usually limited, let t equal thenumb.er of seconds required to raise the ends; then the mean power required to raise the ends ^RXh 2t * See Plate…

Structural analysis (Engineering) · Bridges · Trusses · Strains and stresses

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