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Title: DECOMPOSED-COMPONENTS APPROACH TO SIGNAL-POLE BASE-PLATE DESIGN
Accession Number: 00637818
Record Type: Component
Availability: Find a library where document is available Abstract: The AASHTO specification does not specify the analysis method for base-plate design of span-wire traffic signal poles. The study reported here consisted of full-scale testing and finite element analysis of a number of existing signal poles to examine their behavior and evaluate their structural adequacy. A simplified analysis method has been developed because present procedures were found to be unreliable. This method is consistent with the working stress design concept in the current code. It decomposes the base plate into three elementary components corresponding to three critical regions of maximum stress. The subsequent analyses become straightforward on the basis of these modelings, with the assistance of empirically determined coefficients to reach equivalent section capacities with respect to critical stresses. Hand calculation is adequate for applications of this method in routine design.
Supplemental Notes: This paper appears in Transportation Research Record No. 1393, Structures. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
Monograph Title: Monograph Accession #: 01403235
Language: English
Authors: Fu, GongkangBoulos, Sherif JSandhu, DenizAlampalli, SreenivasPagination: p. 17-30
Publication Date: 1993
Serial: ISBN: 0309054664
Features: Figures
(17)
; Photos
(3)
; References
(5)
; Tables
(5)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Design; Highways; Safety and Human Factors; I85: Safety Devices used in Transport Infrastructure
Files: TRIS, TRB, ATRI
Created Date: Oct 15 1993 12:00AM
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