Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 297
rder G9 is several feet beyond thepier of the 225-ft. span, and is carried directly by the long endfloorbeam of that span. In order to engage it, the girder ismade with a drop end, and has riveted to the lower flange acast steel shoe, pin-connected to a cast steel pedestal seated ona roller nest in… … 8-3°Rollers. l!iBolfHol&s. End Bearinq for Girder G9 ig Tor ^^iraer « » —-^O/IHo/eS, Expansion End of Long Girder. end the sway-brace frame is replaced by a solid transverse dia-phragm made with a 90 X |-in. plate and pairs of 3^^ X 3|^-in.angles on all sides. This diaphragm has a solid-web…
Bridges
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