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Erection methods used for Angus L. Macdonald suspension bridge

Henderson, J.E.

Bridge has three suspended spans; main span is 1447 ft 2 in. long, side spans are each 526 ft 7 in.; towers reach 328 ft above high tide; clearance under center of main span is 158 ft above high water; two cables 13 1/2 in. in diam support entire live and deadweight of suspended spans; design and dimensions of various structural components and their erection. (p 117-18, 120, 122, 124, 126, 128, 130, 176-178)

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Erection methods used for Angus L. Macdonald suspension bridge

Henderson, J.E.

Bridge has three suspended spans; main span is 1447 ft 2 in. long, side spans are each 526 ft 7 in.; towers reach 328 ft above high tide; clearance under center of main span is 158 ft above high water; two cables 13 1/2 in. in diam support entire live and deadweight of suspended spans; design and dimensions of various structural components and their erection. (p 117-18, 120, 122, 124, 126, 128, 130, 176-178)

Erection methods used for Angus L. Macdonald suspension bridge

Henderson, J.E.

Bridge has three suspended spans; main span is 1447 ft 2 in. long, side spans are each 526 ft 7 in.; towers reach 328 ft above high tide; clearance under center of main span is 158 ft above high water; two cables 13 1/2 in. in diam support entire live and deadweight of suspended spans; design and dimensions of various structural components and their erection. (p 117-18, 120, 122, 124, 126, 128, 130, 176-178)

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Title:

Erection methods used for Angus L. Macdonald suspension bridge

Additional title:

Roads Eng Construction

Contributors:

Henderson, J.E. (author)

Published in:

Roads and Engineering Construction ; 94

Publication date:

1956

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Bridges, suspension

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

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