Cable Stayed Static Linear Analysis for the Captain William Moore Creek Bridge. Final Report

Hulsey, J. Leroy; Delaney, David K.; University of Alaska Fairbanks. Institute of Northern Engineering; Alaska. Dept. of Transportation and Public Facilities. Statewide Research Office

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Cable Stayed Static Linear Analysis for the Captain William Moore Creek Bridge. Final Report

1989-11-01
By Hulsey, J. Leroy ; Delaney, David K.

[PDF-4.96 MB]

English

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Details:

Creators:

Hulsey, J. Leroy ; Delaney, David K.

Hulsey, J. Leroy ; Delaney, David K. Less -
Corporate Creators:

University of Alaska Fairbanks. Institute of Northern Engineering ; Alaska. Dept. of Transportation and Public Facilities. Statewide Research Office

University of Alaska Fairbanks. Institute of Northern Engineering ; Alaska. Dept. of Transportation and Public Facilities. Statewide Research Office Less -
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Bridges And Other Structures Cable Stayed Bridges Deflection Design Finite Element Method Highway Bridges Highways I24: Design Of Bridges And Retaining Walls Motor Carriers
Publication/ Report Number:

FHWA-AK-RD-90-08A ,INE 88.44
Resource Type:

Research Paper
Geographical Coverage:

Alaska ; United States

Alaska ; United States Less -
TRIS Online Accession Number:

00611975
Corporate Publisher:

Alaska. Dept. of Transportation and Public Facilities
Abstract:

A 300-ft cable-stayed bridge, located on the highway between Skagway, Alaska and Carcross, Canada, is used to carry loaded ore trucks that weigh approximately 160,000 lbs and normal light traffic that consists of campers, buses, and automobiles. The bridge is a two-lane structure with a laminated timber deck supported by transverse floor beams spanning two stiffened ASTM A588 steel box girders. The box girders have 20-, 30-, 123-, and 127-ft span lengths. The bridge was instrumented to evaluate the static live-load performance when subjected to a loaded ore truck. Experimental strains and deflections were recorded and compared with a static elastic two-dimensional finite element model. The 2-D model provided satisfactory results with symmetric loads.
Format:

PDF
Funding:

88-7
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:1d45bf7968146bd9cefd9c2c056362adcc811c06472b5710b691a3333599b070
Download URL:

https://rosap.ntl.bts.gov/view/dot/38866/dot_38866_DS1.pdf
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Cable Stayed Static Linear Analysis for the Captain William Moore Creek Bridge. Final Report

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