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Rational design methods for short-span suspension bridges for modern highway loadings

McCullough, C.B. / Paxson, G.S. / Smith, D.R.

Theoretical mathematical discussion of design of highway bridges of spans ranging from 350 to 600 ft, with special reference to sine series method and approximate of "elastic theory" of design; influence of flexibility in stiffening frame; effect of load point displacements; temperature stresses by exact and approximate theories; design procedure.

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Rational design methods for short-span suspension bridges for modern highway loadings

McCullough, C.B. / Paxson, G.S. / Smith, D.R.

Theoretical mathematical discussion of design of highway bridges of spans ranging from 350 to 600 ft, with special reference to sine series method and approximate of "elastic theory" of design; influence of flexibility in stiffening frame; effect of load point displacements; temperature stresses by exact and approximate theories; design procedure.

Rational design methods for short-span suspension bridges for modern highway loadings

McCullough, C.B. / Paxson, G.S. / Smith, D.R.

Theoretical mathematical discussion of design of highway bridges of spans ranging from 350 to 600 ft, with special reference to sine series method and approximate of "elastic theory" of design; influence of flexibility in stiffening frame; effect of load point displacements; temperature stresses by exact and approximate theories; design procedure.

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Title:

Rational design methods for short-span suspension bridges for modern highway loadings

Additional title:

Oregon. State Highway Commission -- Tech Bul

Contributors:

McCullough, C.B. (author) / Paxson, G.S. (author) / Smith, D.R. (author)

Published in:

Oregon State Highway Commission -- Technical Bulletin

Publication date:

1940

Size:

205 pages

Type of media:

Report

Type of material:

Print

Language:

English

Keywords:

Bridges, suspension

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

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