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Cantilever erection of Truss bridge

Crider, H.E. / Neyenesch, H.G.

Methods used in erection of 440-ft. through-truss channel span and two-span continuous trusses of Santa Fe River Bridge, crossing Illinois River at Chillicothe, Ill.; part of top chord of old swing span removed to clear bottom of new fixed span; channel span was cantilevered 176 ft. from steel bent on piling to temporary bent on pier of old bridge.

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Cantilever erection of Truss bridge

Crider, H.E. / Neyenesch, H.G.

Methods used in erection of 440-ft. through-truss channel span and two-span continuous trusses of Santa Fe River Bridge, crossing Illinois River at Chillicothe, Ill.; part of top chord of old swing span removed to clear bottom of new fixed span; channel span was cantilevered 176 ft. from steel bent on piling to temporary bent on pier of old bridge.

Cantilever erection of Truss bridge

Crider, H.E. / Neyenesch, H.G.

Methods used in erection of 440-ft. through-truss channel span and two-span continuous trusses of Santa Fe River Bridge, crossing Illinois River at Chillicothe, Ill.; part of top chord of old swing span removed to clear bottom of new fixed span; channel span was cantilevered 176 ft. from steel bent on piling to temporary bent on pier of old bridge.

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Titel:

Cantilever erection of Truss bridge

Weitere Titelangaben:

Eng. News- Rec

Beteiligte:

Crider, H.E. ( Autor:in ) / Neyenesch, H.G. ( Autor:in )

Erschienen in:

Engineering News-Record ; 107 ; p 799-802

Erscheinungsdatum:

1931

Format / Umfang:

4 pages

Anmerkungen:

5 Figs.

Medientyp:

Aufsatz (Zeitschrift)

Format:

Print

Sprache:

Englisch

Schlagwörter:

Bridges, steel truss

© Metadata Copyright Elsevier B. V. All rights reserved.

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